A2-_(SPECS)_MACA_190350_Frozen_Niagara_Shelter_Final_CDs.pdf

PDF 9 MB Posted Jun 25, 2024

Attached to: MACA-REHAB FROZEN NIAGARA SHELTER
Solicitation number: 140P5324R0015
Issued by: Department of the Interior National Park Service Southeast Region

About this file

Written by GovTribe AI · Jun 25, 2024

This document is a Request for Proposals (RFP) for the rehabilitation and enhancement of the Frozen Niagara Shelter at Mammoth Cave National Park. The project involves constructing a new shelter with a solid foundation, reinforced columns, and a standing seam metal roof with a comprehensive drainage system. The design incorporates natural stone veneer cladding on the columns and durable composite bench seating. Infrastructure improvements include accommodations for bus traffic and a designated pick-up/drop-off area to improve accessibility. The project aims to harmonize the shelter with the surrounding landscape while addressing environmental considerations through features like graded swales. The RFP is a 100% small business set-aside with a $500,000 to $1,000,000 estimated construction value. Proposals are due by July 25, 2024, with a question cutoff on July 12, 2024. A site visit is scheduled for July 10, 2024. The contract type is Firm-Fixed Price Construction.

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Other files

File	Type	Posted
Questions_and_Answers_0001.pdf	PDF	Jul 16, 2024
Attachment_6_-_Relevant_Prior_Experience_2_pages.pdf	PDF	Jun 25, 2024
A4_-_Wage_Determination.pdf	PDF	Jun 25, 2024
A1_-_MACA_190350_Final_CD_-_Div_01_Project_Specifications-Sealed_(1).pdf	PDF	Jun 25, 2024
B08_-_Attachment_7_-_Past_Performance_Questionnaire.doc	DOC document	Jun 25, 2024
Frozen_Niagara_Shelter_Location.pdf	PDF	Jun 25, 2024
Sol_140P5324R0015.pdf	PDF	Jun 25, 2024
A3_-_Price_Schedule.pdf	PDF	Jun 25, 2024
Attachment_8_-_Limitation_on_Subcontracting_Report_Template.xlsx	XLSX spreadsheet	Jun 25, 2024
Construction_Contract_Administration.docx	DOCX document	Jun 25, 2024

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TITLE OF PROJECT

LOCATION WITHIN PARK

NAME OF PARK

REGION COUNTY STATE

DRAWING NO.

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

PMIS/PKG NO.

SHEET

FINAL CONSTRUCTION DOCUMENTS

FROZEN NIAGARA CAVE

MAMMOTH CAVE NATIONAL PARK

EDMONSONSOUTHEAST KENTUCKY

190350

1 22

REVISION QUALITY DESIGN CERTIFICATIONSHEET DATE INITIAL

PREPARED IN ACCORDANCE WITH DESIGN DEVELOPMENT (TITLE I) ____________

DRAWING NO.

VARIANCE FROM DESIGN DEVELOPMENT (TITLE I)

APPROVED BY SUPERINTENDENT ON ____________

DATE

CONSTRUCTION DRAWING NOT PRECEDED BY DESIGN DEVELOPMENT (TITLE I)

PROJECT MANAGER DATE

MARKA/E - PRIME:

CIVIL

STRUCTURAL

ARCHITECTURAL

XXX

AES GROUP, INC.

PARKER, CO

KENTUCKY

VICINITY MAP

XXXX MO/YR XXXXXXX1 REHABILITATE AND UPDATE

THE FROZEN NIAGARA SHELTER

SCALE:1 MAMMOTH CAVE NATIONAL PARK MAP

NTS

TRUE

PROJECT LOCATION

TASK ORDER NUMBER: 140P5122F0019

NPS MACA COR: SHANE LOESCHER

SCALE:2 EXISTNG FROZEN NIAGARA SHELTER GOOGLE IMAGE

NTS

DRAWING SHEET INDEX

SHEET

NUMBER SHEET TITLE SEQUENCE

NUMBER

GENERAL

GI001 COVER SHEET 1

CIVIL

CI001 CIVIL ABBREVIATIONS, SYMBOLS, AND MATERIALS LEGEND 2

CE101 SEDIMENT CONTROL PLAN 3

CA101 TEMPORARY CONSTRUCTION ACCESS PLAN 4

CD101 DEMOLITION PLAN 5

CS101 HORIZONTAL CONTROL PLAN 6

CG101 GRADING PLAN 7

CI501 SEDIMENT CONTROL DETAILS 8

CI502 SEDIMENT CONTROL DETAILS 9

CI503 SEDIMENT CONTROL DETAILS 10

CI504 CIVIL ELEMENTS DETAILS 11

DRAWING SHEET INDEX

SHEET

NUMBER SHEET TITLE SEQUENCE

NUMBER

STRUCTURAL

SI001 STRUCTURAL NOTES 12

SE101 FOUNDATION AND FRAMING PLAN 13

SE501 STRUCTURAL DETAILS 14

ARCHITECTURAL

AI001 ARCHITECTURAL ABBREVIATIONS, GENERAL NOTES, LEGENDS 15

AE100 ARCHITECTURAL SITE PLAN 16

AE101 DEMOLITION AND FLOOR PLANS 17

AE102 REFLECTED CEILING AND ROOF PLANS 18

AE201 EXTERIOR ELEVATIONS 19

AE202 EXTERIOR ELEVATIONS 20

AE301 BUILDING SECTIONS 21

AE501 DETAILS 22

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CI001

GJV

RID

CIVIL ABBREVIATIONS,

SYMBOLS, AND MATERIALS

LEGEND

SYMBOL LEGEND

BENCHMARK/ELEVATION

CHECK DAM (CD)

EQUIPMENT, ELECTRICAL

FIRE HYDRANT

CLEAN OUT

CONCRETE WASHOUT AREA (CWA)

CULVERT PROTECTION (CP)

CURB SOCK (CS)

HANDICAP PARKING

IRRIGATION CONTROL BOX

INLET PROTECTION (IP)

LIGHT POLE

MANHOLE, ELECTRIC

MANHOLE, SANITARY SEWER

MANHOLE, STORM SEWER

MANHOLE, TELEPHONE/COMMUNICATION

MANHOLE, WATER

METER, ELECTRIC

METER, GAS

METER, WATER

PANEL POINT

POWER POLE

PUMP/ WELL HEAD

SEDIMENT CONTROL BMP

TRANSFORMER

TREE, CONIFEROUS

TREE, DECIDUOUS

VALVE, BUTTERFLY

VALVE, GATE

VEHICLE TRACKING CONTROL (VTC)

WELL

MATERIALS LEGEND

AREA OF DEMOLITION

ASPHALT PAVEMENT

CONCRETE

FLOODPLAIN

FLOODWAY

GRASSED AREA

GRAVEL

SOIL, DISTURBED

SOIL, UNDISTURBED

WETLANDS

ABBREVIATIONS

ABC AGGREGATE BASE COURSE

ABA ARCHITECTURAL BARRIERS ACT

ADA AMERICANS WITH DISABILITIES ACT

APA AMERICAN PLYWOOD

ASSOCIATION

AGGR AGGREGATE

ALT ALTERNATE OR ALTITUDE

APPROX APPROXIMATE

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

AST ABOVEGROUND STORAGE TANK

ASPH ASPHALT

AWG AMERICAN WIRE GAUGE

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BCV BUTTERFLY CHECK VALVE

BF BOTTOM FACE

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BLDG BUILDING

BM BEAM OR BENCHMARK

BMP BEST MANAGEMENT PRACTICES

BRG BEARING

BV BALL VALVE

CB CATCH BASIN OR CEMENT BASE

CD CONSTRUCTION DOCUMENTS

CEM CEMENT

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CI CAST IRON OR CURB INLET

CIP CAST-IN-PLACE OR CAST IRON PIPE

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LINE, CLASS, OR CLOSE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT/CONTRACTING OFFICER

COMM COMMUNICATION

CONC CONCENTRIC OR CONCRETE

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

COV COVER OR CUT OFF VALVE

CP CONTROL POINT (SURVEY)

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CS CURB SOCK

CSB CONCRETE SPLASH BLOCK

CSP CONCRETE SEWER PIPE

CTR CENTER, CONTOUR, OR COOLING

TOWER RETURN

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER OR CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

d PENNY (NAIL)

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DF DIESEL FUEL LINE

DI DROP INLET

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DIV DIVISION

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DRAIN OR DRIVE

DS DOWNSPOUT

DW DOMESTIC WATER

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

EJ EXPANSION JOINT

EL EASEMENT LINE OR ELEVATION

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION

AGENCY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EDGE OF SHOULDER

ESMT EASEMENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXST GR EXISTING GRADE

F FIRE LINE; FEMALE; FAHRENHEIT

FFE FINISH FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FLG FLANGE

FL FLOW LINE

FOC FACE OF CURB

FP FIRE PROTECTION OR FLAGPOLE

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FEET OR FOOT

FTG FOOTING

FMH FUEL MANHOLE

G GROUND OR NATURAL GAS

GA GAGE

GAL GALLON

GC GENERAL CONTRACTOR

GEN GENERATOR

GIP GALVANIZED IRON PIPE

GPD GALLONS PER DAY

GT GREASE TRAP

GTV GATE VALVE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP/HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEADWALL

HH HAND HOLE

HORIZ HORIZONTAL

HP HIGHPOINT

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

ID INSIDE DIAMETER

INCL INCLUDED

INFO INFORMATION

INV INVERT

IP IRON PIPE

IRREG IRREGULAR

IW IRRIGATION WATER

L ANGLE

LAT LATITUDE

LF LINEAR FEET (FOOT)

LIN LINEAR

LNG LONGITUDE

LOC LOCATION

LONG LONGITUDINAL

LOS LINE OF SIGHT

LPT LOW POINT

LT LIGHT

MAINT MAINTENANCE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MB MAIL BOX

MED MEDIUM

MEMO MEMORANDUM

MER MERIDIAN

MFD MANUFACTURED

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

NA NOT APPLICABLE

NDS NATIONAL DESIGN SPECIFICATION

FOR WOOD CONSTRUCTION

NIC NOT IN CONTRACT

NOM NOMINAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OFD OVERFLOW DRAIN

OPNG OPENING

OZ OUNCE

PA PIPE ANCHOR

PB PULL BOX

PC POINT OF CURVE

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PRESSURE GAGE OR PROFILE

GRADE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PK GAR PARKING GARAGE

PK LOT PARKING LOT

PMPSCT PUMP SUCTION

PE POLYETHYLENE (PLASTIC)

PP POLYPROPYLENE (PLASTIC)

PREP PREPARATION

PREV PREVIOUS

PRKG PARKING

PROP PROPERTY

PRV PRESSURE REGULATOR VALVE OR

PRESSURE RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POST TENSIONED

PVC POLYVINYL CHLORIDE (PLASTIC)

QTR QUARTER

QTY QUANTITY

R RADIUS OR RANGE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RDC REDUCER

REBAR REINFORCING STEEL BARS

REQ REQUIRE

RFI REQUEST FOR INFORMATION

ROW RIGHT OF WAY

RV RELIEF VALVE

RW ROADWAY

S= SLOPE EQUALS

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SCL SEDIMENT CONTROL LOG

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SECT SECTION

SJ SCORED JOINT

SMH STEAM MANHOLE

SMP SUMP PUMP

SOV SHUT OFF VALVE

SP STANDPIPE OR SUMP PIT

SP EL SPOT ELEVATION

SPKLR SPRINKLER

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SR STEAM RETURN

SS SANITARY SEWER

SSP STAINLESS STEEL PIPE

STA STATION

STD STANDARD

STM STEAM/STORM

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SWR SEWER

SYM SYMBOL

TAN TANGENT

TELE TELEPHONE

TEMP TEMPORARY

THRU THROUGH

TBC TOP BACK OF CURB

TOW TOP OF WALL

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TYP TYPICAL

UFC UNIFORM FACILITIES CRITERIA

UNO UNLESS NOTED OTHERWISE

UST UNDERGROUND STORAGE TANK

UTIL UTILITY

VB VALVE BOX

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

VTC VEHICLE TRACKING CONTROL

W WASTE, WEST, OR WIDE

WP WATER PUMP

WTR WATER

LINETYPE LEGEND

CABLE, COAXIAL - EXISTING

CABLE, COAXIAL

CABLE, FIBER OPTIC - EXISTING

CABLE, FIBER OPTIC

CHILLED WATER RETURN - EXISTING

CHILLED WATER RETURN

CHILLED WATER SUPPLY - EXISTING

CHILLED WATER SUPPLY

CONSTRUCTION FENCE (CF)

DIESEL FUEL LINE - EXISTING

DIESEL FUEL LINE

DOMESTIC WATER - EXISTING

DOMESTIC WATER

DRAINAGE BASIN BOUNDARY

ELECTRICAL, OVERHEAD - EXISTING

ELECTRICAL, OVERHEAD

ELECTRICAL, UNDERGROUND - EXISTING

ELECTRICAL, UNDERGROUND

FENCE

FLOW LINE

HIGH PRESSURE STEAM

LINEAR FEATURE - DEMOLITION

LIMITS OF CONSTRUCTION

MAJOR CONTOUR - EXISTING

MAJOR CONTOUR LABEL - EXISTING

MINOR CONTOUR - EXISTING

MAJOR CONTOUR

MAJOR CONTOUR LABEL

MINOR CONTOUR

NATURAL GAS - EXISTING

NATURAL GAS

PROPERTY LINE

PROPERTY SETBACK/EASEMENT

SAW CUT LINE

SANITARY SEWER - EXISTING

SANITARY SEWER

SEDIMENT CONTROL LOG

SILT FENCE (SF)

STORM SEWER - EXISTING

STORM SEWER

TELECOM, OVERHEAD - EXISTING

TELECOM, OVERHEAD

TELECOM, UNDERGROUND - EXISTING

TELECOM, UNDERGROUND

DRAWING NO.

PMIS/PKG NO.

SHEET

XXX

190350

TITLE OF SHEET

MAMMOTH CAVE NATIONAL PARK

SUB SHEET NODESIGNED:

CADD:

TECH REVIEW:

DATE:

AUGUST 2023

XXX

SEAL A/E - PRIME:

CIVIL

STRUCTURAL

ARCHITECTURAL

AES GROUP, INC.

PARKER, CO

-2

R eh ab S he lte rs \D ra w in gs

\S he et s\

.d w g, /2 1/

A M

, A C

3-sa ve d as v

24 AUG 23

rday RID CO Seal

CONSTR

UCTI

ACCESS

30.00'

20.00'

LIMITS OF CONSTRUCTION

SSA

CWA

VTC

98 LF

SCL

205 LF

O F

C O

R U

O N

LIM

CONST

RUCTI

CONSTRUCTION

ACCESS ONLY SIGN

CI501

CE101

GJV

RID

SEDIMENT CONTROL PLAN

EROSION CONTROL BMP LEGEND

LOC LIMITS OF CONSTRUCTION

CF CONSTRUCTION FENCE

RRC RRB FOR CULVERT PROTECTION

SF SILT FENCE

SSA STABILIZED STAGING AREA

VTC VEHICLE TRACKING CONTROL

CWA CONCRETE WASHOUT

SCL SEDIMENT CONTROL LOG

CS CURB SOCK

IP INLET PROTECTION

SYMBOL LEGEND

CONCRETE WASHOUT AREA (CWA)

FLOW DIRECTION

LIMITS OF CONSTRUCTION

SEDIMENT CONTROL BMP TAG

SEDIMENT CONTROL LOG

SEEDING AND MULCHING

SILT FENCE

SHEET NOTES

1. ENSURE ALL SEDIMENT CONTROLS ARE IN PLACE PRIOR TO

EARTH DISTURBING ACTIVITIES.

2. MAINTAIN SEDIMENT CONTROL AT INDICATED LIMITS OF

CONSTRUCTION FOR PROJECT DURATION.

3. PROVIDE SILT FENCING AT LOCATIONS FOR UTILITY

CONNECTIONS.

4. SEE SHEET CI501-CI503 FOR SEDIMENT CONTROL DETAILS.

5. REMOVE AND RESEED/MULCH ALL STOCK PILES,

STORAGE/STAGING AREAS AND VEHICLE TRACKING CONTROL

PADS AT THE COMPLETION OF CONSTRUCTION.

6. MAINTAIN EROSION/SEDIMENT CONTROL MEASURES IN PLACE

UNTIL REMOVAL IS APPROVED BY GOVERNMENT.

7. LOCATION OF VEHICLE TRACKING CONTROL PAD MAY BE

ADJUSTED DEPENDING ON SITE CONDITIONS.

0' 40'20'

SCALE: 1" = 20'

DRAWING NO.

PMIS/PKG NO.

SHEET

XXX

190350

TITLE OF SHEET

MAMMOTH CAVE NATIONAL PARK

SUB SHEET NODESIGNED:

CADD:

TECH REVIEW:

DATE:

AUGUST 2023

XXX

SEAL A/E - PRIME:

CIVIL

STRUCTURAL

ARCHITECTURAL

AES GROUP, INC.

PARKER, CO

-2

R eh ab S he lte rs \D ra w in gs

\S he et s\

.d w g, /2 1/

A M

, A C

3-sa ve d as v

24 AUG 23

AutoCAD SHX Text

CP#1

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CP#2

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DRAINAGE BOX INLET RIM ELEV.: 689.49' F.L. ELEV.: 687.54'

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18" CMP O.E.: 665.20'

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EXISTING BUILDING EXTENDS INTO CAVE

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EXISTING BLOCK BUILDING F.F.E.: 690.93' HEIGHT: 699.48'

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ASPHALT

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ASPHALT

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CONCRETE

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11" TREE

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CEDAR TREE

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19" TREE

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18" OAK TREE

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28" OAK TREE

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20" TREE

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APPROXIMATE DRAIN/DITCH CENTERLINE

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BORE HOLE #2 ELEV.: 690.65'

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BORE HOLE #1 ELEV.: 690.18'

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CENTERLINE OF OVERHEAD I-BEAM

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EXISTING OVERHANG

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EXISTING OVERHANG

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FFE:690.74

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FFE:690.64

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FFE:690.81

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EXISTING TELEPHONE

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EXISTING TELEPHONE

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36" SYCAMORE TREE

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26" CEDAR TREE

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LIGHT POLE (SOLAR)

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LIMITS OF CONSTRUCTION

O F

C O

R U

O N

LIM

CONST

RUCTI

10'

CA101

GJV

RID

TEMPORARY CONSTRUCTION

ACCESS PLAN

SHEET NOTES

1. MAINTAIN SEDIMENT CONTROL AT INDICATED LIMITS OF

CONSTRUCTION FOR PROJECT DURATION.

2. REMOVE AND RESEED/MULCH ALL STOCK PILES,

STORAGE/STAGING AREAS AND VEHICLE TRACKING CONTROL

PADS AT THE COMPLETION OF CONSTRUCTION.

3. MAINTAIN EROSION/SEDIMENT CONTROL MEASURES IN PLACE

UNTIL REMOVAL IS APPROVED BY GOVERNMENT.

4. UPON APPROVAL BY GOVERNMENT REMOVE ALL TEMPORARY

GRAVEL, TEMPORARY FENCING AND TEMPORARY ACCESS

STRUCTURE. RESEED/MULCH ALL AREAS DISTURBED DURING

CONSTRUCTION.

0' 40'20'

SCALE: 1" = 20'

KEY NOTES

1. PROVIDE TEMPORARY 6' HIGH CHAINLINK FENCE SEE DETAIL

2 SHEET CI503.

2. PROVIDE CONSTRUCTION ACCESS GATES.

3. PROVIDE TEMPORARY PEDESTRIAN GRAVEL ACCESS 6' WIDE

AND 6" DEEP COMPACTED TO MINIMUM 92% MAX. DRY

DENSITY, COMPACT SUBGRADE TO MINIMUM 92% MAX DRY

DENSITY.

4. TEMPORARY BUS DROP OFF AND PICK UP ZONE.

5. PROVIDE DRAINAGE SWALE GRADE TO DRAIN.

6. CLEAR AND GRUB AREA FOR TEMPORARY GRAVEL ACCESS.

7. REMOVE TREES AND SHRUBS INCLUDING ROOT BALLS

ALONG GRAVEL ACCESS.

8. PROVIDE TEMPORARY 6' WIDE ACCESS OVER EXISTING

BOULDERS WITH HANDRAILS.

9. CONSTRUCTION STAGING AREA.

10. PROVIDE TEMPORARY 6" DEEP AND 16' WIDE GRAVEL BUS

TURN AROUND COMPACTED TO MINIMUM 95% MAX. DRY

DENSITY, COMPACT SUBGRADE TO MINIMUM 95% MAX DRY

DENSITY.

11. SHELTER ROOF LINE SEE ARCHITECTURAL PLANS, SHOWN

FOR REFERENCE ONLY.

12. PROVIDE TEMPORARY CORRUGATED METAL ARCH PIPE

(CMAP) SEE GRADING PLAN FOR ADDITIONAL INFORMATION.

DRAWING NO.

PMIS/PKG NO.

SHEET

XXX

190350

TITLE OF SHEET

MAMMOTH CAVE NATIONAL PARK

SUB SHEET NODESIGNED:

CADD:

TECH REVIEW:

DATE:

AUGUST 2023

XXX

SEAL A/E - PRIME:

CIVIL

STRUCTURAL

ARCHITECTURAL

AES GROUP, INC.

PARKER, CO

-2

R eh ab S he lte rs \D ra w in gs

\S he et s\

.d w g, /2 1/

A M

, A C

3-sa ve d as v

24 AUG 23

AutoCAD SHX Text

CP#1

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CP#2

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DRAINAGE BOX INLET RIM ELEV.: 689.49' F.L. ELEV.: 687.54'

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18" CMP O.E.: 665.20'

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EXISTING BUILDING EXTENDS INTO CAVE

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EXISTING BLOCK BUILDING F.F.E.: 690.93' HEIGHT: 699.48'

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ASPHALT

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ASPHALT

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CONCRETE

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11" TREE

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12" TREES

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7 8

O F

C O

N S

T R

U C

O F

NST

RUCTI

LIMITS OF CONSTRUCTION

KEY NOTES

1. CLEAR AND GRUB AREA.

2. REMOVE EXISTING TREE AND TREE ROOT SYSTEM DOWN TO A

MINIMUM OF 24" BELOW FINISHED GRADE.

3. REMOVE EXISTING UNDERGROUND TELEPHONE LINE AND

CONDUIT.

4. REMOVE EXISTING TELEPHONE BOX.

5. REMOVE EXISTING CONCRETE WALK AND BASE SEE GRADING

PLAN FOR VERTICAL INFORMATION.

6. DEMOLISH AND REMOVE EXISTING STRUCTURE SEE

ARCHITECTURAL PLANS.

7. REMOVE EXISTING ASPHALT PAVEMENT AND BASE SEE

GRADING PLAN FOR VERTICAL INFORMATION.

8. EXISTING SOLAR PANEL, AREA LIGHT, FOUNDATION AND WIRING

TO BE REMOVED BY GOVERNMENT.

9. EXISTING DRAINAGE INLET PROTECT IN PLACE.

10. EXISTING TELEPHONE BOX AND WIRING PROTECT IN PLACE.

SHEET NOTES

1. CLEAR AND GRUB AREA FOR BUILDING.

2. DO NOT IMPACT AREAS OUTSIDE LIMITS OF CONSTRUCTION.

3. RESEED ALL AREAS DISTURBED BY CONSTRUCTION

ACTIVITIES.

0' 40'20'

SCALE: 1" = 20'

CD101

GJV

RID

DEMOLITION PLAN

DRAWING NO.

PMIS/PKG NO.

SHEET

XXX

190350

TITLE OF SHEET

MAMMOTH CAVE NATIONAL PARK

SUB SHEET NODESIGNED:

CADD:

TECH REVIEW:

DATE:

AUGUST 2023

XXX

SEAL A/E - PRIME:

CIVIL

STRUCTURAL

ARCHITECTURAL

AES GROUP, INC.

PARKER, CO

-2

R eh ab S he lte rs \D ra w in gs

\S he et s\

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A M

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24 AUG 23

AutoCAD SHX Text

CP#1

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CP#2

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DRAINAGE BOX INLET RIM ELEV.: 689.49' F.L. ELEV.: 687.54'

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18" CMP O.E.: 665.20'

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EXISTING BUILDING EXTENDS INTO CAVE

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EXISTING BLOCK BUILDING F.F.E.: 690.93' HEIGHT: 699.48'

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ASPHALT

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ASPHALT

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CONCRETE

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APPROXIMATE DRAIN/DITCH CENTERLINE

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BORE HOLE #2 ELEV.: 690.65'

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BORE HOLE #1 ELEV.: 690.18'

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CENTERLINE OF OVERHEAD I-BEAM

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EXISTING OVERHANG

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EXISTING OVERHANG

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FFE:690.74

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FFE:690.64

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FFE:690.81

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EXISTING TELEPHONE

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36" SYCAMORE TREE

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LIGHT POLE (SOLAR)

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O F

C O

R U

O N

LIM

CONST

RUCTI

LIMITS OF CONSTRUCTION

30.00'

R=16'

L=16.4'

R=15.1'

EXISTING

PAVEMENT

CP #2

CP #1

R=15'

CP #3

CS101

GJV

RID

HORIZONTAL CONTROL

PLAN

SHEET NOTES

1. SEE SHEET CI501 FOR PAVING SECTIONS AND DETAILS.

2. SEE DEMOLITION PLANS FOR PAVEMENT REMOVAL

INFORMATION.

3. AT CURB AND GUTTER N:E IS TOP BACK OF CURB.

4. SURVEY PREPARED BY:

AMERICAN ENGINEERS, INC.

65 ABERDEEN DRIVE

GLASGOW, KY 42141

PHONE: (270) 651-7220

PROJECT NUMBER: 223-052

DATE: FEBRUARY 21, 2023

0' 40'20'

SCALE: 1" = 20'

BASIS OF BEARINGS

THE BASIS OF THE BEARINGS SHOWN HEREON WERE BASED ON

GRID NORTH AS IT RELATES TO THE KENTUCKY STATE PLANE

COORDINATE SYSTEM (SINGLE ZONE) NAD83.

BASIS OF ELEVATIONS

ALL ELEVATIONS SHOWN HEREON WERE BASED ON NAVD88

(GEOID 18). AS OBSERVED VIA RTK BASED OFF OF AN OPUS

SOLUTION. FEBRUARY, 2023.

1' CONTOUR INTERVAL

DRAWING NO.

PMIS/PKG NO.

SHEET

XXX

190350

TITLE OF SHEET

MAMMOTH CAVE NATIONAL PARK

SUB SHEET NODESIGNED:

CADD:

TECH REVIEW:

DATE:

JULY 2023

XXX

SEAL A/E - PRIME:

CIVIL

STRUCTURAL

ARCHITECTURAL

AES GROUP, INC.

PARKER, CO

-2

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AUGUST 202324 AUG 23

AutoCAD SHX Text N

O F

LIMITS OF CONSTRUCTION

FF=690.75

90.25

90.00

FL/HP

90.35

FL/HP

89.95

91.0

FL/HP

89.30

89.55

91.53

(91.99)

90.70

3 12

89.6

INV

89.74

INV

91.86

91.94

CB #1

RIM-89.80

INV-86.80(E) 12"

INV-88.90(S) 4"

CB #2

RIM-89.80

INV-86.80(E) 12"

INV-88.90(N) 4" 14

12" PVC DRAINAGE PIPE

@ S=0.0102

86.24

INV

12" PVC DRAINAGE PIPE

@ S=0.0100

86.24

INV

91.0

FL/HP

4'39'

CG101

GJV

RID

GRADING PLAN

KEY NOTES

1. PROVIDE CONCRETE SIDEWALK SEE DETAIL "3" SHEET CI504.

2. PROVIDE CONCRETE SLAB SEE DETAIL "1" SHEET CI504.

3. SHELTER COLUMNS PER ARCHITECTURAL PLANS.

4. SHELTER OVERHANG SEE ARCHITECTURAL PLANS.

5. PROVIDE DRAINAGE SWALE, GRADE TO DRAIN.

6. NOT USED.

7. MATCH EXISTING ELEVATION.

8. CONNECT UNDERGROUND TELEPHONE CONDUIT TO

EXISTING TELEPHONE LINE WITHIN EXISTING PULLBOX.

9. PROVIDE UNDERGROUND TELEPHONE LINE CONDUIT SEE

ARCHITECTURAL PLANS FOR STUB UP LOCATION.

10. PROVIDE TEMPORARY 6" DEEP AND 16' WIDE GRAVEL BUS

TURN AROUND COMPACTED TO MINIMUM 95% MAX. DRY

DENSITY, COMPACT SUBGRADE TO MINIMUM 95% MAX DRY

DENSITY.

11. PROVIDE 24 LF TEMPORARY 21" X 15"

CORRUGATED METAL ARCH PIPE (CMAP) AT S=0.50%.

12. PROVIDE DOWNSPOUT SEE ARCHITECTURAL DRAWINGS

CONNECT TO 4" PVC DRAIN WITH 3"x4" TO 4" ROUND ADAPTER

SEE ARCHITECTURAL PLANS.

13. PROVIDE TEMPORARY PEDESTRIAN GRAVEL ACCESS 6' WIDE

AND 6" DEEP COMPACTED TO MINIMUM 92% MAX. DRY

DENSITY, COMPACT SUBGRADE TO MINIMUM 92% MAX DRY

DENSITY

14. PROVIDE 24"x24" AREA DRAIN WITH GRATED COVER SEE

DETAIL "4" SHEET CI504.

15. PROVIDE 6" MINIMUM DIAMETER RIPRAP 12" DEEP.

0' 40'20'

SCALE: 1" = 20'

BASIS OF BEARINGS

THE BASIS OF THE BEARINGS SHOWN HEREON WERE BASED ON

GRID NORTH AS IT RELATES TO THE KENTUCKY STATE PLANE

COORDINATE SYSTEM (SINGLE ZONE) NAD83.

BASIS OF ELEVATIONS

ALL ELEVATIONS SHOWN HEREON WERE BASED ON NAVD88

(GEOID 18). AS OBSERVED VIA RTK BASED OFF OF AN OPUS

SOLUTION. FEBRUARY, 2023.

1' CONTOUR INTERVAL

SHEET NOTES

1. SEE SHEET CI504 FOR PAVING SECTIONS AND DETAILS.

2. SEE DEMOLITION PLAN LIMIT REMOVAL INFORMATION.

3. RESEED ALL AREAS DISTURBED BY CONSTRUCTION

ACTIVITIES.

4. FOR SOILS PREPARATION SEE GEOTECHNICAL ENGINEERING

REPORT PREPARED BY:

AMERICAN ENGINEERS, INC.

65 ABERDEEN DRIVE

GLASGOW, KY 42141

PHONE: (270) 651-7220

PROJECT NUMBER: 223-052

DATED: MARCH 30, 2023

5. SURVEY PREPARED BY:

AMERICAN ENGINEERS, INC.

65 ABERDEEN DRIVE

GLASGOW, KY 42141

PHONE: (270) 651-7220

PROJECT NUMBER: 223-052

DATED: FEBRUARY 21, 2023

DRAWING NO.

PMIS/PKG NO.

SHEET

XXX

190350

TITLE OF SHEET

MAMMOTH CAVE NATIONAL PARK

SUB SHEET NODESIGNED:

CADD:

TECH REVIEW:

DATE:

AUGUST 2023

XXX

SEAL A/E - PRIME:

CIVIL

STRUCTURAL

ARCHITECTURAL

AES GROUP, INC.

PARKER, CO

-2

R eh ab S he lte rs \D ra w in gs

\S he et s\

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A M

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24 AUG 23

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CP#1

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CP#2

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DRAINAGE BOX INLET RIM ELEV.: 689.49' F.L. ELEV.: 687.54'

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18" CMP O.E.: 665.20'

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EXISTING BUILDING EXTENDS INTO CAVE

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EXISTING BLOCK BUILDING F.F.E.: 690.93' HEIGHT: 699.48'

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ASPHALT

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ASPHALT

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CONCRETE

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AutoCAD SHX Text N

CI501

GJV

RID

SEDIMENT CONTROL

DETAILS

A-A

SCALE:1

VEHICLE TRACKING CONTROL (VTC)

NOT TO SCALE

R5 '0"

VEHICLE TRACKING CONTROL INSTALLATION NOTES

1. INSTALL VEHICLE TRACKING CONTROL PADS AT EVERY ACCESS POINT TO SITE.

2. DO NOT PLACE MATERIAL INCLUDING WOOD, PIPES, GRAVEL, OR ASPHALT IN GUTTER TO FACILITATE MOUNTING CURB.

3. CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION IN COORDINATION WITH COR.

4. UTILIZE HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING FOR VEHICLE TRACKING CONTROL PADS. ROUNDED STONE OR BOULDERS IS

NOT ACCEPTABLE. THE STONES SHALL BE 3" WITH A MAXIMUM SIZE OF 6". THE STONE SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY

VISUAL INSPECTIONS.

5. ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY THE CONTRACTOR.

6. INSTALL A STOP SIGN IN ACCORDANCE WITH THE MOST CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

VEHICLE TRACKING CONTROL MAINTENANCE NOTES

1. INSPECT VEHICLE TRACKING CONTROL DAILY. GRAVEL SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE LOOSE GRAVEL TO

DISLODGE MUD FROM TIRES. WHEN GRAVEL BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN GRAVEL, PLACE ADDITIONAL NEW GRAVEL, OR REPLACE WITH NEW GRAVEL AS NECESSARY TO RESTORE EFFECTIVENESS.

2. VEHICLE TRACKING CONTROL SHALL BE REMOVED AT THE END OF CONSTRUCTION, THE GRAVEL MATERIAL REMOVED OR, IF APPROVED BY THE COR, USED ON SITE, AND THE

AREA RESEEDED PER VA SPECIFICATIONS.

10% MAX.

VTC

3" - 6"

RIPRAP

50' MIN

' M

NON-WOVEN GEOTEXTILE FABRIC

BETWEEN SOIL AND ROCK

STOP SIGN (R1-1)

PER MUTCD

SECTION A-A

SIGN "CONSTRUCTION ENTRANCE"

PLAN VIEW

STABILIZED STAGING AREA INSTALLATION NOTES

1. SEE PLAN VIEW FOR GENERAL LOCATION OF STAGING AREA. CONTRACTOR MAY MODIFY LOCATION AND SIZE OF

STABILIZED STAGING AREA WITH COR APPROVAL.

2. SIZE STABILIZED STAGING AREA TO FULLY CONTAIN PARKING STORAGE, AND UNLOADING AND LOADING OPERATIONS

3. IF REQUIRED BY THE COR, SITE ACCESS ROADS SHALL BE STABILIZED IN THE SAME MANNER AS THE STAGING AREA.

4. STAGING AREA SHALL BE STABILIZED PRIOR TO ANY OTHER OPERATIONS ON THE SITE.

5. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM OF 3" GRANULAR MATERIAL (GRAVEL OR RECYCLED

CONCRETE).

STABILIZED STAGING AREA MAINTENANCE NOTES

1. INSPECT THE STABILIZED STAGING AREA WEEKLY, DURING AND AFTER ANY STORM EVENT, AND MAKE REPAIRS OR CLEAN

OUT UPSTREAM SEDIMENT AS NECESSARY.

2. PROVIDE ADDITIONAL THICKNESS OF GRANULAR MATERIAL IF ANY RUTTING OCCURS OR UNDERLYING SUBGRADE

BECOMES EXPOSED.

3. ENLARGE STABILIZED STAGING AREA IF NECESSARY TO CONTAIN PARKING, STORAGE, AND UNLOADING AND LOADING

OPERATIONS.

4. ANY ACCUMULATED DIRT OR MUD SHALL BE REMOVED FROM THE SURFACE OF THE STABILIZED STAGING AREA.

5. REMOVE THE STABILIZED STAGING AREA AT THE END OF CONSTRUCTION. THE GRANULAR MATERIAL SHALL BE REMOVED

OR, IF APPROVED BY THE COR, USED ON SITE, AND THE AREA TOPSOILED, DRILL SEEDED, AND CRIMP MULCHED OR

OTHERWISE STABILIZED.

SCALE:2

STABILIZED STAGING AREA (SSA)

NOT TO SCALE

SEE PLAN

STAGING AREA FOR PARKING, STORAGE,

LOADING, AND UNLOADING.

STABILIZED WITH 3" MIN THICKNESS

GRANULAR MATERIAL

(GRAVEL OR RECYCLED CONCRETE)

EXISTING PAVEMENT

SUBGRADE

(COMPACTION PER SOILS REPORT)

DRAWING NO.

PMIS/PKG NO.

SHEET

XXX

190350

TITLE OF SHEET

MAMMOTH CAVE NATIONAL PARK

SUB SHEET NODESIGNED:

CADD:

TECH REVIEW:

DATE:

AUGUST 2023

XXX

SEAL A/E - PRIME:

CIVIL

STRUCTURAL

ARCHITECTURAL

AES GROUP, INC.

PARKER, CO

-2

R eh ab S he lte rs \D ra w in gs

\S he et s\

.d w g, /2 1/

A M

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3-sa ve d as v

24 AUG 23

CI502

GJV

RID

SEDIMENT CONTROL

DETAILS

FLOW

SECTION

SEDIMENT CONTROL LOG INSTALLATION NOTES

1. SEE PLAN VIEW FOR:

-LOCATION AND LENGTH OF SEDIMENT CONTROL LOG.

2. SEDIMENT CONTROL LOGS INDICATED ON INITIAL DESC PLAN SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.

3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.

4. NOT FOR USE IN CONCENTRATED FLOW AREAS.

5. TRENCH SEDIMENT CONTROL LOGS INTO THE GROUND A MINIMUM OF 2".

SEDIMENT CONTROL LOG MAINTENANCE NOTES

1. INSPECT SEDIMENT CONTROL LOGS DAILY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR CLEAN OUT UPSTREAM

SEDIMENT AS NECESSARY.

2. REMOVE SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOGS WHEN SEDIMENT DEPTH IS WITHIN 12 THE HEIGHT OF THE

CREST OF THE LOG.

3. REMOVE SEDIMENT CONTROL LOGS AT THE END OF CONSTRUCTION IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, RE-SEED AND

MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE COR.

3' OC MAX 6" AT END

2' -6

1' -6

2" M

ELEVATION

SCALE:1

SEDIMENT CONTROL LOG (SCL)

NOT TO SCALE

TIGHTLY ABUT ENDS

WOODEN STAKES

12" DIAMETER SEDIMENT

CONTROL LOG

SECTION A-A

GRAVEL FILLED BAGS

(6x9x18) STAKED 3 HIGH

AREA INLET

WITH GRATE

GRAVEL FILLED BAGS

(6x9x18) STAKED 3 HIGH

OVERFLOW

FILTERED

WATER

SCALE:2 INLET PROTECTION FILTER

NOT TO SCALE

RUNOFF

PLAN VIEW

SILT FENCE INSTALLATION NOTES

1. SEE EROSION CONTROL PLAN, SHEET CE101, FOR LOCATION(S) OF SILT FENCE

2. ALL SILT FENCE SHALL BE IN GOOD CONDITION AND FREE OF ANY DEFECTS INCLUDING RIPS, HOLES AND OBVIOUS WEAR.

3. A 6" x 2" ANCHOR TRENCH SHALL BE EXCAVATED WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. ROAD GRADERS, BACKHOES, AND OTHER SIMILAR MACHINERY SHALL

NOT BE USED.

4. A 10" DEEP ANCHOR SLIT SHALL BE FORMED IF USING A STATIC SLICING METHOD.

5. EXCAVATED MATERIAL SHALL BE PLACED ON UPHILL SIDE OF ANCHOR TRENCH.

6. THE ANCHOR TRENCH SHALL BE FREE OF ROCKS OR OTHER DEBRIS PRIOR TO THE PLACEMENT OF THE SILT FENCE.

7. THE ANCHOR TRENCH SHALL BE BACKFILLED WITH SOIL THAT IS FREE OF ROCKS AND DEBRIS. BOTH SIDES OF THE TRENCH SHALL BE COMPACTED BY HAND, USING A VIBRATORY PLATE

COMPACTOR, JUMPING JACK TAMPER OR BY WHEEL ROLLING WITH A SKID STEER OR TRACTOR.

8. SILT FENCE STAKES SHALL BE MADE OF WOOD AND HAVE THE FOLLOWING DIMENSIONS: 1 1/2" x 1 1/2" x 48"

9. STAKES SHALL BE PLACED ON THE DOWNHILL SIDE OF THE SILT FENCE FABRIC AND PLACED ON 10.0' CENTERS OR LESS. STAKES SHALL BE EMBEDDED A MINIMUM OF 12" INTO THE

GROUND. A WOODEN LATH SHALL BE BE ATTACHED TO THE OPPOSING (UPHILL) SIDE OF THE STAKE FOR ADDED STRENGTH AND SUPPORT. THE LATH SHALL HAVE THE FOLLOWING DIMENSIONS 1 1/2" x 1/4" x 24".

10. SILT FENCE SHALL BE PULLED TIGHT AS IT IS ANCHORED TO THE STAKES. THERE SHOULD NOT BE NOTICEABLE SAG ALONG ANY PORTION OF THE SILT FENCE AFTER IT HAS BEEN

ANCHORED TO THE STAKES.

11. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES AND LATHS USING 1" HEAVY DUTY STAPLES OR NAILS WITH 1" HEADS. STAPLES AND NAILS SHOULD BE PLACED EVERY THREE

INCHES ALONG THE SILT FENCE FABRIC.

12. SILT FENCE FABRIC SHALL MEET THE FOLLOWING MANDATORY REQUIREMENTS:

- GRAB TENSILE STRENGTH ASTM D 4632 >= 124 LBS

- MULLEN BURST STRENGTH ASTM D 3786 >= 300PSI

- PUNCTURE STRENGTH ASTM D 4833 >= 60 LBS

- TRAPEZOID TEAR STRENGTH ASTM D 4533 >= 65 LBS

- UV RESISTANCE ASTM D 4355 >= 80% @ 500 HR

- FLOW RATE ASTM D 4491 >= 10 GAL/MIN/FT2

13. AN ORIGINAL PRODUCT SPECIFICATION SHEET FROM THE SILT FENCE MANUFACTURER SHALL BE MADE AVAILABLE AT THE REQUEST OF THE COR. THE PRODUCT SPECIFICATION SHEET

SHALL PROVIDE THE RESULTS FOR THE TEST METHODS ABOVE.

14. SILT FENCE JOINTS SHALL BE CONNECTED ACCORDING THE TO ATTACHED DRAWING.

SILT FENCE INSPECTION AND MAINTENANCE NOTES

1. THE EROSION CONTROL SUPERVISOR SHALL INSPECT SILT FENCE AT THE FOLLOWING INTERVALS:

- IMMEDIATELY FOLLOWING INITIAL INSTALLATION

- EVERY 14 DAYS WHILE THE SITE IS UNDER ACTIVE CONSTRUCTION

- AFTER ANY STORM EVENT THAT CAUSES SOIL EROSION

- ONCE A MONTH FOLLOWING THE END OF CONSTRUCTION, UNTIL VEGETATIVE COVER HAS REACHED A CONSISTENT DENSITY OF AT LEAST 70% OF FULL VEGETATIVE COVER.

- IMMEDIATELY FOLLOWING STRONG WINDS.

2. ACCUMULATED SEDIMENT SHALL BE REMOVED ONCE THE UPSTREAM SEDIMENT HAS REACHED A DEPTH OF 6-INCHES.

3. SILT FENCE SHALL REMAIN IN PLACE AND PROPERLY MAINTAINED UNTIL VEGETATIVE COVER HAS REACHED A CONSISTENT DENSITY OF AT LEAST 70% OF FULL VEGETATIVE COVER AND

EROSION AND SEDIMENTATION IS NO LONGER A POSSIBILITY AS DETERMINED BY THE COR.

4. SILT FENCE SHALL BE REPLACED WHEN THERE IS ANY SIGNS OF WEAR.

5. WHEN THE SILT FENCE IS REMOVED ANY DISTURBED AREAS ASSOCIATED WITH THE INSTALLATION, MAINTENANCE, AND/OR REMOVAL OF THE SILT FENCE SHALL BE RESEEDED PER VA

SPECIFICATIONS.

" M

6" M

2" M

BURY 10" MIN OF SILT FENCE

FABRIC OR 10" DEEP IF USING

STATIC SLICING METHOD

COMPACTED

BACKFILL

EXISTING

GROUND

1 1/2" x 1/4" STAKE OR LATH

ON THE

UPHILL SIDE OF SILT FENCE

FABRIC

SILT FENCE

GEOTEXTILE

1 1/2" x 1 1/2" x 48" WOODEN STAKE

ON DOWNHILL SIDE

OF SILT FENCE FABRIC

UNDISTURBED

VEGETATION

ON DOWN SLOPE

MIN

SILT FENCE SECTION

JOINT SECTION

FLOW

NOTE:

THICKNESS OF GEOTEXTILE HAS BEEN

EXAGGERATED

POSTS SHALL BE JOINED AS

SHOWN, THEN ROTATED

180° IN DIRECTION SHOWN

AND DRIVEN INTO THE

GROUND

POSTS SHALL

OVERLAP AT JOINTS

SO THAT NO GAPS

EXIST IN SILT FENCE

JOIN

FIRST

ROTATE

SECOND

SCALE:3

SILT FENCE (SF)

NOT TO SCALE

DRAWING NO.

PMIS/PKG NO.

SHEET

XXX

190350

TITLE OF SHEET

MAMMOTH CAVE NATIONAL PARK

SUB SHEET NODESIGNED:

CADD:

TECH REVIEW:

DATE:

AUGUST 2023

XXX

SEAL A/E - PRIME:

CIVIL

STRUCTURAL

ARCHITECTURAL

AES GROUP, INC.

PARKER, CO

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CI503

GJV

RID

SEDIMENT CONTROL

DETAILS

8' MIN

8' M

8' MIN

12" MIN

" M

SANDBAG SIGN

3:1

3:1 3:1

3:1

VTC

BERM

BERM AROUND

PERIMETER

SANDBAG OR

EQUIVALENT

IMPERMEABLE

SHEETING LINER

GROUND

SURFACE

SCALE:1

CONCRETE WASHOUT AREA (CWA)

NOT TO SCALE

CONCRETE WASHOUT AREA INSTALLATION NOTES

1. SEE PLAN FOR LOCATION(S) OF CONCRETE WASHOUT AREA(S) ON SITE. COORDINATE WITH THE RE/COR.

2. LOCATE WASHOUT STRUCTURE(S) A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.

3. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF

FREEBOARD. MINIMUM DIMENSIONS ARE SHOWN.

4. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR

THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE

IMPERMEABILITY OF THE MATERIAL.

5. INSTALL THE CONCRETE WASHOUT AREA PRIOR TO ANY CONCRETE PLACEMENT ON SITE.

6. VEHICLE TRACKING CONTROL IS REQUIRED AT THE ACCESS POINT.

7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY

INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.

8. EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER BERM CONSTRUCTION.

9. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.

CONCRETE WASHOUT AREA MAINTENANCE NOTES

1. REPAIR, ENLARGE, OR CLEAN THE CONCRETE WASHOUT AREA AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.

2. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED).

EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED

WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED.

3. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE

SITE.

4. RE-SEED DISTURBED AREA WHEN THE CONCRETE WASHOUT AREA IS REMOVED.

5. INSPECT WEEKLY, DURING AND AFTER ANY STORM EVENT.

BERM AROUND

PERIMETER

SECTION A-A

PLAN

12'-0"

6' -2

4" 2"

TENSION BAND

(5 PER SIDE)

3'-0"

SCALE:2 TEMPORARY PRIVACY CONSTRUCTION FENCE

NOT TO SCALE

TENSION BAND

CHAIN LINK FABRIC

WITH PRIVACY FABRIC

PANEL STABILIZERS

DRAWING NO.

PMIS/PKG NO.

SHEET

XXX

190350

TITLE OF SHEET

MAMMOTH CAVE NATIONAL PARK

SUB SHEET NODESIGNED:

CADD:

TECH REVIEW:

DATE:

AUGUST 2023

XXX

SEAL A/E - PRIME:

CIVIL

STRUCTURAL

ARCHITECTURAL

AES GROUP, INC.

PARKER, CO

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24 AUG 23

CI504

GJV

RID

CIVIL ELEMENTS DETAILS

SCALE:1 CONCRETE SLAB SECTION

NOT TO SCALE

SIDEWALK NOTES

1. LOCATE EXPANSION JOINTS WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES.

2. PROVIDE ONE-HALF INCH BITUMINOUS JOINT FILLER EXPANSION JOINT LOCATIONS TO EXTEND THE FULL DEPTH OF THE CONCRETE.

3. PLACE 1" DEEP CONTRACTION JOINTS AT INTERVALS OF APPROXIMATELY 15' OR AT A SPACING THAT MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS.

5. SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.

6. FINISH CONCRETE BY MEANS OF A FLOAT, STEEL TOWEL AND BROOM WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.

7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.

8. CONTRACTION JOINTS ARE REQUIRED AT 5-FT INTERVALS WITH EXPANSION JOINT (MIN. 1/2" THICK PREMOLDED BITUMINOUS MATERIAL) SPACING NOT TO EXCEED 45

FEET AND PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, AND WHEELCHAIR RAMPS.

9. SIDEWALKS 10-FT. AND WIDER SHALL HAVE LONGITUDINAL CONTRACTION JOINT(S) AT 5-FT ON CENTER.

SCALE:3 CONCRETE SIDEWALK

NOT TO SCALE

SEE PLANS FOR WIDTH

SECTION

4" (T

1% MIN.

2%MAX.

SEE NOTE 2

6" AGGREGATE BASE (COMPACT

TO MIN. 98% MAX DRY DENSITY

PER ASTM D698)

SCALE:2 SIDEWALK EXPANSION & SCORED JOINT

NOT TO SCALE

1/4" R. (TYP.) FORMED

JOINTS ONLY

1/4" [6mm] DEEP

SCORED JOINTS

EXPANSION JOINT WITH

1/4" BITUMINOUS JOINT

FILLER

1" SCORED OR SAWCUT

CONTRACTION JOINT.

CLASS "B" CONCRETE

SCALE:4 24" SQUARE PRE-CAST CATCH BASIN

NOT TO SCALE

4" 4000 PSI PORTLAND

CEMENT CONCRETE (PCC)

SUBGRADE

(COMPACTION PER SOILS REPORT)

6" AGGREGATE BASE

(COMPACT TO MIN. 98% MAX

DRY DENSITY PER ASTM D698)

SUBGRADE

(COMPACTION PER SOILS REPORT)

4" 4000 PSI PORTLAND CEMENT

CONCRETE (PCC)

WELDED WIRE MESH SEE

STRUCTURAL PLANS

PROFILE

GRATE: 1 PIECE STEEL DROP-IN

BAR GRATE.

BARS: 3/8" X 2" FLAT - 2" OC

GRATE

PLAN

RIM ELEV

FLOW

PAVED AREAS NATIVE AREAS

SLOPE GRADE

TO BASINPAVING SLOPED

PER PLAN

SEE PLANS FOR INVERT ELEVATION,

PIPE SIZE, ORIENTATION AND

LOCATION

2' -0

E G

PRECAST BASE - 8" THICK (MIN)

2' -4

CHANNEL FOR

GRATE

33 40 00 PRECAST STORM STRUCTURES

1. SEE CONSTRUCTION DRAWINGS FOR PIPE SIZES,

LOCATIONS, RIM ELEVATIONS, AND INVERT ELEVATIONS.

2. PROVIDE PRECAST SECTIONS THAT MEET OR EXCEED

ASTM C-478.

3. PROVIDE MINIMUM 5,000 PSI CONCRETE.

4. PROVIDE WATERTIGHT O-RING OR MASTIC KEYLOCK

JOINTS.

5. PROVIDE NEOPRENE BOOTS AT ALL PIPE

PENETRATIONS.

6. FACTORY INSTALL POLYPROPYLENE PLASTIC STEPS

WITH GRADE 60 REINFORCING ROD.

7. USE FLAT TOP FOR MANHOLES LESS THAN 6' RIM TO

INVERT

8. FLAT TOP MAY BE SUBSTITUTED FOR ECCENTRIC

CONICAL TOP IN UNPAVED AREAS; IF APPROVED BY

RESIDENT ENGINEER.

9. PROVIDE GRAY CAST IRON MANHOLE COVER AND

FRAME COMPLYING ASTM A-48, CLASS 30.

10. MACHINE COVER AND FRAME TO A TRUE BEARING ALL

AROUND

DRAWING NO.

PMIS/PKG NO.

SHEET

XXX

190350

TITLE OF SHEET

MAMMOTH CAVE NATIONAL PARK

SUB SHEET NODESIGNED:

CADD:

TECH REVIEW:

DATE:

AUGUST 2023

XXX

SEAL A/E - PRIME:

CIVIL

STRUCTURAL

ARCHITECTURAL

AES GROUP, INC.

PARKER, CO

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24 AUG 23

DESIGN CRITERIA

A. SCOPE: THIS SPECIFICATION OUTLINES THE STRUCTURAL DESIGN CRITERIA FOR A SHELTER AT THE FROZEN NIAGARA CAVE ACCESS POINT, WHEN A DIFFERENCE EXISTS BETWEEN THIS SPECIFICATION AND ANY OTHER GOVERNING CODE, THE MORE STRINGENT SHALL CONTROL. ANY OTHER ITEMS NOT COVERED

THEREIN SHALL BE COMMENSURATE WITH GOOD ENGINEERING PRACTICE.

B. APPLICABLE CODES AND STANDARDS:

1. INTERNATIONAL BUILDING CODE - 2018 EDITION

2. AMERICAN SOCIETY OF CIVIL ENGINEERS - ASCE 7

3. ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE - ACI 318-18.

4. AMERICAN WOOD COUNCIL - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018

EDITION.

C. BUILDING RISK CATEGORY II

D. DESIGN LOADS:

1. DEAD LOADS: WEIGHT OF STRUCTURE AND ALL THINGS PERMANENTLY ATTACHED.

CONCRETE 150 PCF

ROOF 15 PSF

2. GRAVITY LIVE LOADS:

ASSEMBLY AREA 100 PSF

ROOF LOAD 20 PSF

3. SNOW LOAD

GROUND SNOW LOAD Pg = 18 PSF FLAT ROOF SNOW LOAD Pf = 18 PSF SNOW EXPOSURE FACTOR Ce = 1.2 SNOW LOAD IMPORTANCE FACTOR Is = 1.0 THERMAL FACTOR Ct = 1.2

DESIGN UNIFORM SNOW LOAD 23 PSF

4. WIND LOAD

ANALYSIS PROCEDURE METHOD 2

BASIC WIND SPEED 105 MPH (3-SEC GUST)

WIND IMPORTANCE FACTOR Iw = 1.0

EXPOSURE CLASSIFICATION C

INTERNAL PRESSURE COEFFICIENT GCpi = ± 0.0 (OPEN)

COMPONENTS & CLADDING DESIGN WIND PRESSURES

BUILDING SURFACE 1 28.8 PSF

BUILDING SURFACE 2 40.6 PSF

BUILDING SURFACE 3 75.9 PSF

BUILDING SURFACE 4 28.8 PSF

BUILDING SURFACE 5 30.3 PSF

ROOF OVERHANGS 108.8 PSF

5. SEISMIC DESIGN CRITERIA

SEISMIC IMPORTANCE FACTOR - 1.0

SEISMIC USE GROUP - I

MAPPED SPECTRAL RESPONSE ACCELERATIONS - Ss = 10; S1 = 10.7

SITE CLASS - D

SPECTRAL RESPONSE COEFFICIENTS - Sds = 0.107; Sd1 = 0.171

SEISMIC DESIGN CATEGORY - C

BASIC SEISMIC-FORCE-RESISTING SYSTEM - ORDINARY REINFORCED MASONRY SHEAR WALLS

DESIGN BASE SHEAR - 10,575 LBS

SEISMIC RESPONSE COEFFICIENT - 0.058

RESPONSE MODIFICATION FACTOR - 2.0

ANALYSIS PROCEDURE USED - SIMPLIFIED ANALYSIS PROCEDURE

E. FOUNDATION DESIGN CRITERIA:

1. THIS FOUNDATION HAS BEEN DESIGNED IN COMPLIANCE WITH SOILS REPORT BY AMERICAN

ENGINEERS, INC., JOB #223-052, DATED MARCH 2023. THIS REPORT IS CONSIDERED PART OF THESE

DOCUMENTS AND SHALL BE CONSIDERED THE AS THE MINIMUM REQUIREMENTS. REFER TO THIS

REPORT FOR COMPLETE INFORMATION.

2. CONVENTIONAL SPREAD FOOTINGS:

· ALLOWABLE SOIL BEARING PRESSURE 1500 PSF

· BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 24" BELOW FINAL GRADE FOR FROST PROTECTION

· COEFFICIENT OF SLIDING FRICTION 0.5

· EQUIVALENT FLUID PRESSURE FOR WALLS 65 PCF

· PASSIVE SOIL RESISTANCE 400 PCF

GENERAL CONDITIONS

(AS APPLICABLE TO EACH PHASE OF CONSTRUCTION, UNLESS NOTED OTHERWISE ON PLANS)

A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 25, 2024.