Attachment_-_Drawings.pdf

PDF 12 MB Posted

Attached to
Pavement & Site Improvements Federal contract opportunity
Solicitation number
140P6423Q0007
Issued by
Department of the Interior National Park Service Midwest Region

About this file

This document provides details for a federal contract solicitation for pavement and site improvements work at Indiana Dunes National Park. The National Park Service Midwest Region is soliciting quotes for a firm-fixed price construction contract between $100,000 and $250,000 to provide all labor, materials, tools and equipment for pavement and other site improvements as outlined in the project specifications. The NAICS code is 237310 for highway, street, and bridge construction and the size standard is $39.5 million. This project is set aside 100% for total small businesses. Interested offerors must be registered in the System for Award Management and have an Unique Entity Identifier to be eligible for award. The point of contact is Craig D Bryant and the solicitation number is 140P6423Q0007.

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Text version

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STATE PARK

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INDIANA DUNES

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CALUMET RIVER

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CHICAGO

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TO

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DEEP

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MERRILLVILLE

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TO

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GARY

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LITTLE

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ELGIN JOLIET AND EASTERN R.R.

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RIVER

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PORTER CO.

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LAKE CO.

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PORTAGE

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CHICAGO

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TO

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SOUTH

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WEST BEACH

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DUNES

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OGDEN

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CHICAGO

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LAKE MICHIGAN

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BEND

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SHORE

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SOUTH

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AND

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CHESTERTON

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HQ.

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DUNE ACRES

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LA PORTE CO.

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PORTER CO.

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WESTVILLE &

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CHESAPEAKE AND OHIO R.R.

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PENN CENTRAL R.R.

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CALUMET

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LITTLE

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RIVER

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ROOKERY

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HERON

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BEVERLY DR.

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BEVERLY SHORES

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200 NORTH ROAD

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MICHIGAN

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CITY

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JOLIET

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LA PORTE

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GRIFFITH

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INDIANA

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ILLINOIS

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CROWN

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POINT

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VALPARAISO

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GARY

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NATIONAL LAKESHORE

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INDIANA DUNES

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CHICAGO

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MICHIGAN

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CITY

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LAKE MICHIGAN

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INDIANA

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MICHIGAN

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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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INDIANA DUNES NATIONAL PARK

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INFORMATION CENTER

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PARK HEADQUARTERS

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VISITOR CENTER

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PARK BOUNDARY

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HQ.

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RIVER

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STATE PARK

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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PORTER BEACH

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SOUTH PARKING LOT

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PORTER

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INDIANA

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OF

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PKG.

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NO.

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SHEET

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DRAWING NO.

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NORTHWEST

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INDIANA

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XXXXXXX

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CONSTRUCTION DRAWINGS

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QUALITY DESIGN CERTIFICATION

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OR

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OR

AutoCAD SHX Text Development (Title I)

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AutoCAD SHX Text Construction Drawing Not Preceded

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REVISION

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PMIS - 252758

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PROJECT LOCATION

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PROJECT AREA

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INDIANA DUNES NATIONAL PARK

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MIDWEST REGION

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MWR

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F:\U\INDU\2022\20220308_Porter_Pave_Parking\DRAWINGS\Civil\C01 INDUCOV.DWG

WABASH AVE.

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NPS SOUTH PARKING LOT

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NPS NORTH PARKING LOT

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DUNELAND DR.

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STATE ST.

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CONSTRUCTION & STAGING LIMITS

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CONTROL POINT 1 IRON PIPE FOUND N:2956593.921 E:2334985.092 ELEV=610.172

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CONTROL POINT 2 IRON PIPE FOUND N:2956594.557 E:2334737.237 ELEV=616.192

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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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MAP INDEX & HORIZONTAL

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CONTROL PLAN

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SOUTH PORTER PARKING LOT

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APM

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APM

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INDIANA DUNES NATIONAL PARK

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SCALE 1"=50'

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F:\U\INDU\2022\20220308_Porter_Pave_Parking\DRAWINGS\Civil\C02 MAP INDEX.dwg

DATE:

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DESIGNED:

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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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TYP. CROSS SECTIONS

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PAVEMENT QUANTITIES

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SOUTH PORTER PARKING LOT

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APM

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APM

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INDIANA DUNES NATIONAL PARK

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%%UTYPICAL CROSS SECTION

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%%ULEGEND

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330#/SY. HMA INTERMEDIATE, TYPE A (3-INCH MIN.)

AutoCAD SHX Text 1100#/SY. COMPACTED AGGREGATE, No. 53, BASE

AutoCAD SHX Text 1100#/SY. COMPACTED AGGREGATE No. 73

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165#/SY. HMA SURFACE, TYPE A (2-INCH MIN.)

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SUBGRADE COMPACTED

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SLOPE 1%%%

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MAX. 2:1

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MAX. 2:1

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%%U TYPICAL CROSS SECTION

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SCALE: N.T.S

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%%U PAVEMENT QUANTITIES APPROACH

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%%UTYPICAL CROSS SECTION

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%%ULEGEND

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SLOPE 1%%%

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%%UTYPICAL CROSS SECTION

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%%ULEGEND

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VARIES

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VARIES (22'-47)

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SLOPE 1%%%

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SLOPE 1%%%

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MAX. 2:1

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MAX. 2:1

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DITCH (SEED TO PREVENT EROSION)

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%%UTANGENT SECTION LINE 'P-001'

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STA 0+00 TO 0+17.55

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%%UTANGENT SECTION LINE 'P-001'

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STA 0+17.55 TO 0+70.00

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%%UTANGENT SECTION LINE 'P-001'

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STA 0+70.00 TO 2+48.82

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%%UTANGENT SECTION LINE 'P-001'

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STA 2+48.82 TO 2+68.68

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%%UTANGENT SECTION LINE 'P-002'

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STA 0+00 TO 1+09.61

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SEE DETAIL "A"

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VARIES

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WIDTH VARIES

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COMPACTED SUBGRADE, MIN. 95%

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SLOPE 1%

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SLOPE 2:1

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10" OF #53A COMPACTED AGG. BASE REQ'D.

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DETAIL "A"

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NOTE:

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ALL BITUMINOUS TO BE TYPE "IV" OR BETTER.

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4.5" OF #73 COMPACTED AGG. SHOULDER

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(3-INCH MAX)

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330#/SY. HMA INTERMEDIATE, TYPE A (3-INCH MIN.)

AutoCAD SHX Text 1100#/SY. COMPACTED AGGREGATE, No. 53, BASE

AutoCAD SHX Text 1100#/SY. COMPACTED AGGREGATE No. 73

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165#/SY. HMA SURFACE, TYPE A (2-INCH MIN.)

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330#/SY. HMA INTERMEDIATE, TYPE A (3-INCH MIN.)

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F:\U\INDU\2022\20220308_Porter_Pave_Parking\DRAWINGS\Civil\C03 TYP XS.dwg

WABASH AVENUE

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DABBERT DRIVE

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DATE:

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DESIGNED:

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SUB SHEET NO.

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DRAWING NO.

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OF

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PLAN -PROFILE LINE "P-001"

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SOUTH PORTER PARKING LOT

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STATIONS 0+00 TO 2+62.68

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APM

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APM

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INDIANA DUNES NATIONAL PARK

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HOR.1"=16'

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VERT.1":1.6'

AutoCAD SHX Text CALL 811 2-BUSINESS DAYS IN ADVANCE 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES

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%%U PLAN VIEW

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SCALE: H:1:16

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%%U PROFILE: P-001

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SCALE: H:1:16, V:1.6

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%%U PROFILE: P-002

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AutoCAD SHX Text NOTES: 1. MAINTAIN AND PROTECT EXISTING UTILITIES DURING CONSTRUCTION. MAINTAIN AND PROTECT EXISTING UTILITIES DURING CONSTRUCTION. 2. ALL STREETS AND DRIVEWAYS SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND IN ACCORDANCE WITH THE TOWN OF ALL STREETS AND DRIVEWAYS SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND IN ACCORDANCE WITH THE TOWN OF PORTER STANDARDS. 3. NO TRACKING WITHIN WETLANDS AREAS WILL BE ALLOWED. STORAGE OF SPOILS WITHIN WETLANDS AREAS WILL NOT BE ALLOWED NO TRACKING WITHIN WETLANDS AREAS WILL BE ALLOWED. STORAGE OF SPOILS WITHIN WETLANDS AREAS WILL NOT BE ALLOWED EITHER. 4. LIMITS OF CONSTRUCTION AS SHOWN IN PLANS. LIMITS MAY BE COORDINATED FURTHER WITH CONTRACTING OFFICER. LIMITS OF CONSTRUCTION AS SHOWN IN PLANS. LIMITS MAY BE COORDINATED FURTHER WITH CONTRACTING OFFICER. 5. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, REQUIRED TO FIELD THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, REQUIRED TO FIELD VERIFY THE LOCATION OF ALL UTILITIES (VERTICAL & HORIZONTAL) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 6. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES WITH EXISTING OR PROPOSED ELEVATIONS SHOWN IN THESE PLANS PRIOR TO NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES WITH EXISTING OR PROPOSED ELEVATIONS SHOWN IN THESE PLANS PRIOR TO CONSTRUCTION. 7. ALL STANDARDS AND SPECIFICATIONS SHALL FOLLOW THE INDIANA DUNES NATIONAL PARK AND THE INDIANA DEPARTMENT OF ALL STANDARDS AND SPECIFICATIONS SHALL FOLLOW THE INDIANA DUNES NATIONAL PARK AND THE INDIANA DEPARTMENT OF TRANSPORTATION GUIDELINES IF ANY DISCREPANCIES MAY OCCUR CONSULT THE CONTRACTING OFFICER BEFORE MAKE ANY DECISION. 8. COORDINATE WITH TOWN OF PORTER TO OBTAIN RIGHT OF WAY PERMIT AS REQUIRED.COORDINATE WITH TOWN OF PORTER TO OBTAIN RIGHT OF WAY PERMIT AS REQUIRED.

F:\U\INDU\2022\20220308_Porter_Pave_Parking\DRAWINGS\Civil\C04 PORTER P-P.dwg

EOP

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WABASH AVENUE

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DABBERT DRIVE

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EOP

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PROPOSED DITCH

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PROPERTY LINE

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PROPOSED: 22' WIDE FENCE SEE C10 DETAILS.

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PROPOSED: 141 S.F. COMPACTED GRAVEL

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PROPOSED: 179 L.F. WOOD FENCE SEE DETAIL SHEET C09

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PROPOSED: 33 L.F. WOOD FENCE SEE DETAIL SHEET C09

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PROPOSED: 65 L.F. WOOD FENCE SEE DETAIL SHEET C09

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PROPOSED: 22' WIDE FENCE SEE C10 DETAILS.

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PROPOSED: SOLAR LIGHT/HEIGHT-19' POLE SEE DETAILS ON SHEET C09 (TYP.)

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SCALE 1"=10'

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DATE:

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DESIGNED:

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SUB SHEET NO.

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PMIS/PKG NO.

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OF

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GEOMETRY PLAN

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SOUTH PORTER PARKING LOT

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HMA PAVEMENT

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APM

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APM

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INDIANA DUNES NATIONAL PARK

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%%U SOUTH PORTER PARKING LOT GEOMETRY PLAN

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SCALE: 1:10

AutoCAD SHX Text NOTES: 1. MAINTAIN AND PROTECT EXISTING UTILITIES DURING CONSTRUCTION. MAINTAIN AND PROTECT EXISTING UTILITIES DURING CONSTRUCTION. 2. ALL STREETS AND DRIVEWAYS SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND IN ACCORDANCE WITH THE TOWN OF ALL STREETS AND DRIVEWAYS SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND IN ACCORDANCE WITH THE TOWN OF PORTER STANDARDS. 3. NO TRACKING WITHIN WETLANDS AREAS WILL BE ALLOWED. STORAGE OF SPOILS WITHIN WETLANDS AREAS WILL NOT BE ALLOWED NO TRACKING WITHIN WETLANDS AREAS WILL BE ALLOWED. STORAGE OF SPOILS WITHIN WETLANDS AREAS WILL NOT BE ALLOWED EITHER. 4. LIMITS OF CONSTRUCTION AS SHOWN IN PLANS. LIMITS MAY BE COORDINATED FURTHER WITH CONTRACTING OFFICER. LIMITS OF CONSTRUCTION AS SHOWN IN PLANS. LIMITS MAY BE COORDINATED FURTHER WITH CONTRACTING OFFICER. 5. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, REQUIRED TO FIELD THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, REQUIRED TO FIELD VERIFY THE LOCATION OF ALL UTILITIES (VERTICAL & HORIZONTAL) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 6. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES WITH EXISTING OR PROPOSED ELEVATIONS SHOWN IN THESE PLANS PRIOR TO NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES WITH EXISTING OR PROPOSED ELEVATIONS SHOWN IN THESE PLANS PRIOR TO CONSTRUCTION. 7. ALL STANDARDS AND SPECIFICATIONS SHALL FOLLOW THE INDIANA DUNES NATIONAL PARK AND THE INDIANA DEPARTMENT OF ALL STANDARDS AND SPECIFICATIONS SHALL FOLLOW THE INDIANA DUNES NATIONAL PARK AND THE INDIANA DEPARTMENT OF TRANSPORTATION GUIDELINES IF ANY DISCREPANCIES MAY OCCUR CONSULT THE CONTRACTING OFFICER BEFORE MAKE ANY DECISION. 8. COORDINATE WITH TOWN OF PORTER TO OBTAIN RIGHT OF WAY PERMIT AS REQUIRED.COORDINATE WITH TOWN OF PORTER TO OBTAIN RIGHT OF WAY PERMIT AS REQUIRED.

F:\U\INDU\2022\20220308_Porter_Pave_Parking\DRAWINGS\Civil\C05 GEOMETRY PLAN.dwg

EOP

AutoCAD SHX Text

WABASH AVENUE

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DABBERT DRIVE

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EOP

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PROPOSED DITCH

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text 613.89

AutoCAD SHX Text 613.10

AutoCAD SHX Text 1.0%

AutoCAD SHX Text 1.0%

AutoCAD SHX Text 1.0%

AutoCAD SHX Text 1.0%

AutoCAD SHX Text 1.0%

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8-INCH TREE TO BE REMOVED

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12-INCH TREE TO BE REMOVED

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6-INCH TREE TO BE REMOVED

AutoCAD SHX Text

INSTALL EROSION CONTROL STAKE FENCE (L=225')

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DATE:

AutoCAD SHX Text

DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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GRADING PLAN

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SOUTH PORTER PARKING LOT

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TOP PAVEMENT ELEVATIONS

AutoCAD SHX Text

AutoCAD SHX Text 182740

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

APM

AutoCAD SHX Text

APM

AutoCAD SHX Text 11/07/2022

AutoCAD SHX Text

INDIANA DUNES NATIONAL PARK

AutoCAD SHX Text 252758

AutoCAD SHX Text C06

AutoCAD SHX Text CALL 811 2-BUSINESS DAYS IN ADVANCE 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES

AutoCAD SHX Text NOTES: 1. MAINTAIN AND PROTECT EXISTING UTILITIES DURING CONSTRUCTION. MAINTAIN AND PROTECT EXISTING UTILITIES DURING CONSTRUCTION. 2. ALL STREETS AND DRIVEWAYS SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND IN ACCORDANCE WITH THE TOWN OF ALL STREETS AND DRIVEWAYS SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND IN ACCORDANCE WITH THE TOWN OF PORTER STANDARDS. 3. NO TRACKING WITHIN WETLANDS AREAS WILL BE ALLOWED. STORAGE OF SPOILS WITHIN WETLANDS AREAS WILL NOT BE ALLOWED NO TRACKING WITHIN WETLANDS AREAS WILL BE ALLOWED. STORAGE OF SPOILS WITHIN WETLANDS AREAS WILL NOT BE ALLOWED EITHER. 4. LIMITS OF CONSTRUCTION AS SHOWN IN PLANS. LIMITS MAY BE COORDINATED FURTHER WITH CONTRACTING OFFICER. LIMITS OF CONSTRUCTION AS SHOWN IN PLANS. LIMITS MAY BE COORDINATED FURTHER WITH CONTRACTING OFFICER. 5. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, REQUIRED TO FIELD THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, REQUIRED TO FIELD VERIFY THE LOCATION OF ALL UTILITIES (VERTICAL & HORIZONTAL) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 6. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES WITH EXISTING OR PROPOSED ELEVATIONS SHOWN IN THESE PLANS PRIOR TO NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES WITH EXISTING OR PROPOSED ELEVATIONS SHOWN IN THESE PLANS PRIOR TO CONSTRUCTION. 7. ALL STANDARDS AND SPECIFICATIONS SHALL FOLLOW THE INDIANA DUNES NATIONAL PARK AND THE INDIANA DEPARTMENT OF ALL STANDARDS AND SPECIFICATIONS SHALL FOLLOW THE INDIANA DUNES NATIONAL PARK AND THE INDIANA DEPARTMENT OF TRANSPORTATION GUIDELINES IF ANY DISCREPANCIES MAY OCCUR CONSULT THE CONTRACTING OFFICER BEFORE MAKE ANY DECISION. 8. COORDINATE WITH TOWN OF PORTER TO OBTAIN RIGHT OF WAY PERMIT AS REQUIRED.COORDINATE WITH TOWN OF PORTER TO OBTAIN RIGHT OF WAY PERMIT AS REQUIRED.

AutoCAD SHX Text A

AutoCAD SHX Text

%%U SOUTH PORTER PARKING LOT GEOMETRY PLAN

AutoCAD SHX Text C09

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SCALE: 1:10

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SCALE 1"=10'

AutoCAD SHX Text 1" = 10'

F:\U\INDU\2022\20220308_Porter_Pave_Parking\DRAWINGS\Civil\C06 GRADING PLAN.dwg

ACCESSIBLE ROUTE ( MIN. 48" WIDTH )

EDGE OF

PAVEMENT

6' WHEEL STOP

(IF REQUIRED)

4" PAINTED BLUE

STRIPE (TYP.)

4" PAINTED WHITE

STRIPE (TYP.)

4'-0"4'-0"

INTERNATIONAL

BLUE SYMBOL

4' X 4' WHITE

SQUARE

BACKGROUND

FOR RAISED CURB DETECTABLE WARNING SHOULD

BE WIDTH OF DEPRESSED CURB AT LANDING AREA.

IF SIDEWALK IS FLUSH WITH PAVEMENT, ALIGN

24"X48" DETECTABLE WARNING WITH CENTERLINE

OF LANDING AREA AND BACK OF CURB LINE

NOTE:

1. STRIPING AND CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND

CITY OF SAVANNAH CODES AND SPECIFICATIONS.

2. ALL PAVEMENT MARKINGS AND STRIPING IN THE RIGHT-OF-WAY SHALL BE THERMOPLASTIC.

ACCESS AILSE AND PARKING

STALLS TO HAVE NO MORE

THAN 2% SLOPE IN ANY

DIRECTION

AutoCAD SHX Text

"NO PARKING" SIGN (TO BE REMOVED)

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"WRONG WAY" SIGN (TO BE REMOVED)

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"PARK IN DESIGNATED SPACES ONLY" SIGN (TO BE REMOVED)

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"ONE WAY" SIGN (TO BE REMOVED)

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"NO PARKING" SIGN (TO REMAIN)

AutoCAD SHX Text

"DO NOT ENTER" SIGN (TO REMOVED)

AutoCAD SHX Text

"DO NOT ENTER" SIGN (TO REMAIN)

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"NPS REGULATION SIGN" SIGN (TO BE REPLACED)

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"NO PARKING" SIGN (TO BE REMOVED)

AutoCAD SHX Text

"ONE WAY" SIGN (TO BE REMOVED)

AutoCAD SHX Text

"US FEE AREA" SIGN (TO BE MOVE)

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"PARKING LOT CLOSES AT DUSK" SIGN (TO BE REMOVED)

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"STOP" SIGN (TO REMAIN)

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WABASH AVENUE

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DABBERT DRIVE

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"STOP SIGN" (NEW)

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"DO NOT ENTER" SIGN (NEW)

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"US FEE AREA" SIGN (TO BE MOVE)

AutoCAD SHX Text

INSTALL A SOLAR LIGHT POLE (TYP.)

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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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SIGN & PAVEMENT MARK

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SOUTH PORTER PARKING LOT

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LINES "P-001" & "P-002"

AutoCAD SHX Text

AutoCAD SHX Text 182740

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AutoCAD SHX Text

AutoCAD SHX Text

APM

AutoCAD SHX Text

APM

AutoCAD SHX Text 11/07/2022

AutoCAD SHX Text

INDIANA DUNES NATIONAL PARK

AutoCAD SHX Text 252758

AutoCAD SHX Text C07

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text B

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%%U SIGN TABLE

AutoCAD SHX Text C07

AutoCAD SHX Text C

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%%U PAVEMENT STRIPPING SUMMARY

AutoCAD SHX Text C07

AutoCAD SHX Text NOTES: 1. MAINTAIN AND PROTECT EXISTING UTILITIES DURING CONSTRUCTION. MAINTAIN AND PROTECT EXISTING UTILITIES DURING CONSTRUCTION. 2. ALL STREETS AND DRIVEWAYS SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND IN ACCORDANCE WITH THE TOWN OF ALL STREETS AND DRIVEWAYS SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND IN ACCORDANCE WITH THE TOWN OF PORTER STANDARDS. 3. NO TRACKING WITHIN WETLANDS AREAS WILL BE ALLOWED. STORAGE OF SPOILS WITHIN WETLANDS AREAS WILL NOT BE ALLOWED NO TRACKING WITHIN WETLANDS AREAS WILL BE ALLOWED. STORAGE OF SPOILS WITHIN WETLANDS AREAS WILL NOT BE ALLOWED EITHER. 4. LIMITS OF CONSTRUCTION AS SHOWN IN PLANS. LIMITS MAY BE COORDINATED FURTHER WITH CONTRACTING OFFICER. LIMITS OF CONSTRUCTION AS SHOWN IN PLANS. LIMITS MAY BE COORDINATED FURTHER WITH CONTRACTING OFFICER. 5. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, REQUIRED TO FIELD THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, REQUIRED TO FIELD VERIFY THE LOCATION OF ALL UTILITIES (VERTICAL & HORIZONTAL) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 6. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES WITH EXISTING OR PROPOSED ELEVATIONS SHOWN IN THESE PLANS PRIOR TO NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES WITH EXISTING OR PROPOSED ELEVATIONS SHOWN IN THESE PLANS PRIOR TO CONSTRUCTION. 7. ALL STANDARDS AND SPECIFICATIONS SHALL FOLLOW THE INDIANA DUNES NATIONAL PARK AND THE INDIANA DEPARTEMENT OF ALL STANDARDS AND SPECIFICATIONS SHALL FOLLOW THE INDIANA DUNES NATIONAL PARK AND THE INDIANA DEPARTEMENT OF TRANSPORTATION GUIDELINES IF ANY DISCREPANCIES MAY OCCUR CONSULT THE CONTRACTING OFFICER BEFORE MAKE ANY DECISION. 8. COORDINATE WITH TOWN OF PORTER TO OBTAIN RIGHT OF WAY PERMIT AS REQUIRED. COORDINATE WITH TOWN OF PORTER TO OBTAIN RIGHT OF WAY PERMIT AS REQUIRED. 9. SEE SIGN DETAILS ON SEET C09.SEE SIGN DETAILS ON SEET C09.

AutoCAD SHX Text D

AutoCAD SHX Text

%%U ACCESSIBLE PAVEMENT STRIPPING

AutoCAD SHX Text C07

AutoCAD SHX Text A

AutoCAD SHX Text

%%U PLAN VIEW

AutoCAD SHX Text C07

F:\U\INDU\2022\20220308_Porter_Pave_Parking\DRAWINGS\Civil\C07 PAVEMARK-SIGN.dwg

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

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DRAWING NO.

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SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

EROSION CONTROL DETAIL

AutoCAD SHX Text

PORTER SOUTH PARKING LOT

AutoCAD SHX Text

AutoCAD SHX Text 182740

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

APM

AutoCAD SHX Text

APM

AutoCAD SHX Text 11/07/2022

AutoCAD SHX Text

INDIANA DUNES NATIONAL PARK

AutoCAD SHX Text 252758

AutoCAD SHX Text C08

AutoCAD SHX Text B

AutoCAD SHX Text

%%U SILT FENCE DETAILS

AutoCAD SHX Text C15

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

CLASS

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DESCRIPTION

AutoCAD SHX Text Staked Silt Fence

AutoCAD SHX Text E-1

AutoCAD SHX Text

EROSION

AutoCAD SHX Text A. O. S.

AutoCAD SHX Text

GRAB

AutoCAD SHX Text

TENSILE

AutoCAD SHX Text

STRENGTH

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PUNCTURE

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TRAPEZOIDAL

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TEAR

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BURST

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MULLEN

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ELONGATION

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STRENGTH

AutoCAD SHX Text

SEAM

AutoCAD SHX Text

AOS

AutoCAD SHX Text Grab Tensile Strength

AutoCAD SHX Text Puncture

AutoCAD SHX Text Trapezoidal Tear

AutoCAD SHX Text Mullen Burst

AutoCAD SHX Text Elongation

AutoCAD SHX Text

TABLE I

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RESISTANCE

AutoCAD SHX Text

DESIGN NOTES

AutoCAD SHX Text Test

AutoCAD SHX Text Test Method

AutoCAD SHX Text U V

AutoCAD SHX Text Unit

AutoCAD SHX Text

LBS

AutoCAD SHX Text

LBS

AutoCAD SHX Text

PSI

AutoCAD SHX Text

AutoCAD SHX Text U.S. Sieve No.

AutoCAD SHX Text

ASTM-D-4751

AutoCAD SHX Text

ASTM-D-4632

AutoCAD SHX Text

ASTM-D-4533

AutoCAD SHX Text

ASTM-D-4632

AutoCAD SHX Text

LBS

AutoCAD SHX Text % Retained

AutoCAD SHX Text In Strength

AutoCAD SHX Text Ultra Violet Resistance

AutoCAD SHX Text

PERMEABILITY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 15-40

AutoCAD SHX Text -2

AutoCAD SHX Text

ASTM-D-4833

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ASTM-D-3786

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Permeability

AutoCAD SHX Text cm/sec

AutoCAD SHX Text

ASTM-D-4491

AutoCAD SHX Text

ASTM-D-4355

AutoCAD SHX Text

1. U V Resistance: The value represents the percent of minimum textile

AutoCAD SHX Text strength retained (ASTM-D-4632) after weathering per ASTM-D-4355

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PSI

AutoCAD SHX Text U.S.

AutoCAD SHX Text Sieve #

AutoCAD SHX Text (Max. Allowed)

AutoCAD SHX Text cm/sec

AutoCAD SHX Text lbs.

AutoCAD SHX Text lbs.

AutoCAD SHX Text lbs.

AutoCAD SHX Text lbs.

AutoCAD SHX Text (Min. Allowed)

AutoCAD SHX Text Time

AutoCAD SHX Text (Hrs.)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text for the test period (hours).

AutoCAD SHX Text 1!10

AutoCAD SHX Text

APPLICATION

AutoCAD SHX Text (E)

AutoCAD SHX Text Range

AutoCAD SHX Text

2. *A. O. S. Design Guide.

AutoCAD SHX Text *Soil with 50% passing No. 200 sieve, A. O. S. Range is 100-140.

AutoCAD SHX Text *Soil with 15% but 50% passing No. 200 sieve, A. O. S. Range is 70-100.

AutoCAD SHX Text *Soil with 15% passing No. 200 sieve, A. O. S. Range is 40-70.

AutoCAD SHX Text

NA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Min. Dia.

AutoCAD SHX Text 8"

AutoCAD SHX Text 15" to 18"

AutoCAD SHX Text 12" Min.

AutoCAD SHX Text Optional Post Positions

AutoCAD SHX Text Vertical

AutoCAD SHX Text Filter Fabric

AutoCAD SHX Text Silt Flow

AutoCAD SHX Text Principle Post Position

AutoCAD SHX Text Wood; Steel

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text 6' Max.

AutoCAD SHX Text Post (Options: 2" x 4" Or

AutoCAD SHX Text Filter Fabric (In

AutoCAD SHX Text Conformance With

AutoCAD SHX Text

1.33 Lbs/Ft. Min.)

AutoCAD SHX Text Sec. 985 FDOT Spec.)

AutoCAD SHX Text

TYPE III SILT FENCE

AutoCAD SHX Text 20%%d`

AutoCAD SHX Text (Canted 20%%d Toward Flow)

AutoCAD SHX Text 3' Or More

AutoCAD SHX Text Type III Silt Fence

AutoCAD SHX Text Silt Flow

AutoCAD SHX Text Type III Silt Fence

AutoCAD SHX Text Silt Flow

AutoCAD SHX Text Around Ditch Bottom Inlets.

AutoCAD SHX Text Type III Silt Fence Protection

AutoCAD SHX Text Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).

AutoCAD SHX Text Do not deploy in a manner that silt fences will act as a dam across permanent flowing

AutoCAD SHX Text watercourses. Silt fences are to be used at upland locations and turbidity barriers

AutoCAD SHX Text used at permanent bodies of water.

AutoCAD SHX Text Note: Spacing for Type III Fence to be in

AutoCAD SHX Text accordance with Chart ~, AutoCAD SHX Text A

AutoCAD SHX Text

%%U GEOTEXTILE CRITERIA

AutoCAD SHX Text C15

AutoCAD SHX Text

SCALE: N.T.S.

F:\U\INDU\2022\20220308_Porter_Pave_Parking\DRAWINGS\Civil\C08 EROSION DETAILS.dwg

SOLAR MODULE

PARAMETERS

SOLAR CHARGE

CONTROLLER PARAMETERS

BATTERY TYPE & PARAMETERS

LED LIGHT PARAMETERS

OPERATION PROFILE

OPERATION TEMPERATURE

TYPE

POWER

TYPE

LITHIUM (NMC)

LIGHT SOURCE POWER

BRIGHTNESS

CCT (CORRELATED

COLOR TEMPERATURE

DUSK TO DAWN (DIM PER TO SOLAR RADIATION)

-4°F - 131°F

CIGS AMORPHOUS FLEXIBLE SOLAR PANEL WRAP ON POLE

80W

MPPT

40AH

30W

UP TO 2454 LM

3000-6000K

SPECIFICATIONS

MATERIAL: ALUMINUM ALLOY, STEEL POLE

IP65 RATED: YES

TECHNICAL SPECIFICATIONS

ELEVATION

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

CONSTRUCTION DETAIL

AutoCAD SHX Text

PORTER SOUTH PARKING LOT

AutoCAD SHX Text

AutoCAD SHX Text 182740

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

APM

AutoCAD SHX Text

APM

AutoCAD SHX Text 11/07/2022

AutoCAD SHX Text

INDIANA DUNES NATIONAL LAKESHORE

AutoCAD SHX Text 55805

AutoCAD SHX Text C09

AutoCAD SHX Text A

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%%U TYPICAL SIGN DETAIL- 1

AutoCAD SHX Text C09

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SCALE: N.T.S.

AutoCAD SHX Text

SIGN(S) AS SPECIFIED BY PLANS

AutoCAD SHX Text

~STONE SHOULDER~

AutoCAD SHX Text

~SHARED USE PATH~

AutoCAD SHX Text

3-6 FT. EDGE OF SIGN TO PATH

AutoCAD SHX Text

5 FT. ABOVE EDGE OF PATH

AutoCAD SHX Text

4"X4" TREATED LUMBER POST

AutoCAD SHX Text 6x6 POST (9'-0")

AutoCAD SHX Text

ALL LUMBER SHALL BE

AutoCAD SHX Text WOLMANIZED (OR EQUAL) .4 lbs/cf

AutoCAD SHX Text 2x8 RAILS (10'-0" LONG)

AutoCAD SHX Text

ALL HARDWARE GALVANIZED

AutoCAD SHX Text

3" DECK SCREWS

AutoCAD SHX Text 2"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

PARKING AREA SURFACING

AutoCAD SHX Text

CENTERED IN PARKING STALL AREA

AutoCAD SHX Text

3/4" DIAMETER METAL PIN

AutoCAD SHX Text

30" DEPTH MINIMUM

AutoCAD SHX Text

PRECAST CONC. BUMPER STOP

AutoCAD SHX Text

REINFORCED

AutoCAD SHX Text

FILL HOLES WITH NON-SHRINK GROUT

AutoCAD SHX Text C

AutoCAD SHX Text

%%U WOOD FENCE DETAIL

AutoCAD SHX Text C09

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SCALE: N.T.S.

AutoCAD SHX Text D

AutoCAD SHX Text

%%U PRECAST CONCRETE BUMPER STOP

AutoCAD SHX Text C09

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

OVERALL HEIGHT VARIES

AutoCAD SHX Text 48"

AutoCAD SHX Text

FULL SIZE

AutoCAD SHX Text

HEIGHT TO BOTTOM OF SIGN 5'-0"

AutoCAD SHX Text 12"

AutoCAD SHX Text 45°0'

AutoCAD SHX Text 30°0'

AutoCAD SHX Text B

AutoCAD SHX Text

%%U TYPICAL SIGN DETAIL- 2

AutoCAD SHX Text C09

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SCALE: N.T.S.

AutoCAD SHX Text F:\U\INDU\2022\20220308_Porter_Pave_Parking\DRAWINGS\Civil\C09 CONSTRUCTION DETAILS.dwg

AutoCAD SHX Text E

AutoCAD SHX Text

%%U SOLAR LIGHT / POLE

AutoCAD SHX Text C09

SCALE: N.T.S.

AutoCAD SHX Text

DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

GATE DETAILS

AutoCAD SHX Text

PORTER SOUTH PARKING LOT

AutoCAD SHX Text

AutoCAD SHX Text 182740

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

APM

AutoCAD SHX Text

APM

AutoCAD SHX Text 11/07/2022

AutoCAD SHX Text

INDIANA DUNES NATIONAL PARK

AutoCAD SHX Text 252758

AutoCAD SHX Text C10

AutoCAD SHX Text

COUNTERSINK & PLUG

AutoCAD SHX Text

3/4" DIA. BOLT

AutoCAD SHX Text

PITCH WATER AWAY FROM POST

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text

COUNTERSINK BEARING PLATE

AutoCAD SHX Text

1" DIA., 9" LONG STEEL PIN

AutoCAD SHX Text

1" DIA. STEEL PIPE (I.D. 1.049")

AutoCAD SHX Text

1/2" DIA. LAG BOLTS 4" LONG

AutoCAD SHX Text

1" DIA STEEL PIPE 4" LONG

AutoCAD SHX Text

1" DIA. STEEL PIN 12" LONG, IN CONCRETE

AutoCAD SHX Text 2-1/4" x 5" DIA. BRASS WASHERS

AutoCAD SHX Text

3500 PSI CONCRETE BASE

AutoCAD SHX Text 6 x 6 POST

AutoCAD SHX Text

4" STOCK

AutoCAD SHX Text

GATE KEEPER

AutoCAD SHX Text

STANDARD GATE

AutoCAD SHX Text

COUNTERSINK & PLUG

AutoCAD SHX Text

3/4" DIA. BOLT

AutoCAD SHX Text

PITCH WATER AWAY FROM POST

AutoCAD SHX Text

COUNTERSINK BEARING PLATE

AutoCAD SHX Text

1" DIA., 9" LONG STEEL PIN

AutoCAD SHX Text

1" DIA. STEEL PIPE (I.D. 1.049")

AutoCAD SHX Text 8" x 8" POST WOLMANIZED S.Y.P.

AutoCAD SHX Text

1/2" DIA. LAG BOLTS 4" LONG

AutoCAD SHX Text 6" x 8" WOLMANIZED S.Y.P.

AutoCAD SHX Text 6" x 6" WOLMANIZED S.Y.P.

AutoCAD SHX Text

1" DIA. STEEL PIN 12" LONG, IN CONCRETE

AutoCAD SHX Text 2-1/4" x 5" DIA. BRASS WASHERS

AutoCAD SHX Text

1" DIA STEEL PIPE 4" LONG

AutoCAD SHX Text

3500 PSI CONCRETE BASE

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 20%%d0'

AutoCAD SHX Text 1'-6"

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1" PLUGS

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1" PLUGS

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PLAN VIEW GATE

AutoCAD SHX Text %%c9/16"

AutoCAD SHX Text %%c1"

AutoCAD SHX Text %%c9/16"

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AutoCAD SHX Text %%c1"

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AutoCAD SHX Text COVER PLATE 1/4"x 3 1/2"x 5

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CUT OUT OPENING

AutoCAD SHX Text 1/2" THREADED ROD(3each)

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CHAIN LINK FOR PADLOCK

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1/2"DIA. 1" LONG

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THREADED ROD

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1" DIA.

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THREADED ROD

AutoCAD SHX Text 1/2" DIA. x 1" LONG

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THREADED ROD

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-ALL STEEL PLATES TO BE 1/4" THICK

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-ALL HOLES 9/16" DIA. UNLESS SHOWN

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-ALL BOLTS 1/2" DIA. UNLESS SHOWN

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-ALL HARDWARE GALVANIZED

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-CONTRACTORS WILL VERIFY ALL DIMENSIONS

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AutoCAD SHX Text %%c1"

AutoCAD SHX Text %%c9/16"

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AutoCAD SHX Text 20%%d0'

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AutoCAD SHX Text F:\U\INDU\2022\20220308_Porter_Pave_Parking\DRAWINGS\Civil\C10 GATE DETAILS.dwg

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%%U WOOD GATE DETAIL

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SCALE: N.T.S.

AND PLUG

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ATTACH W/BOLTS COUNTERSINK

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AutoCAD SHX Text Indiana Dunes

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6" COMPACTED PEA GRAVEL

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EXTEND POST 3'-6" BELOW GRADE

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6" IND. 53 CRUSHED LIMESTONE

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OR SAND.

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POST, DO NOT MILL, STAIN

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OLYMPIC 726.

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BACKGROUND , BACK & EDGES

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SANDBLAST BACKGROUND , STAIN

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CLARENDON MEDIUM , PAINT WHITE

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ALL LETTERING SHALL BE STYLE

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ARROWHEAD SUPPLIED BY NPS

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BORDERS PAINTED WHITE

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EXTEND SIGN INTO POST 3"

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CHAMFER POST TOPS 45

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AutoCAD SHX Text 3'-6"

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AutoCAD SHX Text 5'-7-1/2"

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AutoCAD SHX Text Indiana Dunes

AutoCAD SHX Text Porter Beach

AutoCAD SHX Text Porter Beach

AutoCAD SHX Text Porter Beach

AutoCAD SHX Text Porter Beach

AutoCAD SHX Text Porter Beach

AutoCAD SHX Text Porter Beach

AutoCAD SHX Text National Park

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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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SIGN DETAILS

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PORTER SOUTH PARKING LOT

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AutoCAD SHX Text 182740

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APM

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APM

AutoCAD SHX Text 11/29/2022

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INDIANA DUNES NATIONAL PARK

AutoCAD SHX Text 252758

C11

C01 INDUCOV-C00
Sheets and Views
C00
C02 MAP INDEX-C02
Sheets and Views
C02
C03 TYP XS-C03
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C03
C04 PORTER P-P-C04
Sheets and Views
C04
C05 GEOMETRY PLAN-C05
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C05
C06 GRADING PLAN-C06
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C06
C07 PAVEMARK-SIGN-C07
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C07
C08 EROSION DETAILS
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C08
C09 CONSTRUCTION DETAILS
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C09
C10 GATE DETAILS
Sheets and Views
C10
C11 NPS SIGN
Sheets and Views
C10

File details come from the government source that posted it. Updated .