42220158_Open Air Multi-purpose Facility_DWGS.pdf

PDF 3 MB Posted Jun 3, 2024

Attached to: Open Air Multi-Purpose Facility in Area 15
Solicitation number: 6100061302
Issued by: Lebanon County, Pennsylvania

About this file

Written by GovTribe AI · Jun 3, 2024

This document is a government file for a state and local contract opportunity between the Commonwealth of Pennsylvania Department of Military and Veterans' Affairs (DMVA) and bidders to construct an open-air multi-purpose facility in Area 15 of Fort Indiantown Gap in Annville, Pennsylvania. The work includes general construction and electrical work for a 15,237 square foot synthetic turf facility with a standing seam metal roof. A mandatory pre-bid conference will be held on June 10, 2024, and bids are due by July 1, 2024. The contract will have liquidated damages of $370 per day for general construction and $80 per day for electrical work.

The procurement has Small Diverse Business (SDB) and Veteran Business Enterprise (VBE) participation goals of 10% SDB and 3% VBE for the general construction contract. Bidders must agree to meet these goals or demonstrate good faith efforts. The estimated range for the general construction contract is $1,000,001 to $1,500,000, and the estimated range for the electrical contract is $50,001 to $100,000. Bids will only be accepted electronically through the PA Supplier Portal website.

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Other files

File	Type	Posted
Administrative Procedures 2023 DMVA.docx	DOCX document	Jun 3, 2024
FTIG Map 2017.pdf	PDF	Jun 3, 2024
42220158_Open Air Multi-purpose Facility_SPECS.pdf	PDF	Jun 3, 2024
Instructions to Bidders 2023 DMVA.doc	DOC document	Jun 3, 2024
Wage Rates.pdf	PDF	Jun 3, 2024
Addendum #2.1.docx	DOCX document	Jun 3, 2024
Notice to Bidders.docx	DOCX document	Jun 3, 2024
42220158_Addendum 03.pdf	PDF	Jun 3, 2024
Addendum #3.docx	DOCX document	Jun 3, 2024
Addendum #4.docx	DOCX document	Jun 3, 2024
RFP 6100061302 Open Air Multi-Purpose Facility in Area 15 BDISBO SDB VBE presentation.pdf	PDF	Jun 3, 2024
Sign-In Sheet Pre-Bid.pdf	PDF	Jun 3, 2024
Attachment_03_FTIG_Traffic_Route.pdf	PDF	Jun 3, 2024
Bid docs to be returned.pdf	PDF	Jun 3, 2024
FTIG Area_Maps_0_7_8_letter.pdf	PDF	Jun 3, 2024
General Conditions to the Construction Contract DMVA 2023 v5.docx	DOCX document	Jun 3, 2024
Addendum #1.docx	DOCX document	Jun 3, 2024

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TOM WOLF, GOVERNOR

MAJOR GENERAL MARK J. SHINDLER, THE ADJUTANT GENERAL

PROJECT

SITE

ArmstrongButler

Clarion

Venango Mercer

Lawrence

Crawford

Erie

Warren

Forest

McKean

Elk

Jefferson

Clearfield

Cameron

Potter

Centre

Clinton

Beaver

Allegheny

Washington

Greene Fayette

Westmoreland

Indiana

Somerset

Cambria

Bedford

Blair

Huntingdon

Fulton Franklin

Tioga Bradford Susquehanna Wayne

Pike

Lacka- Wyoming

Luzerne

Sullivan

Lycoming

Mifflin

Snyder

Union

Northum-tour Columbia

Schuylkill

Carbon

Monroe

North-

Lehigh

Bucks

Montgomery

Philadelphia

Delaware

Juniata

Perry

Cumberland

Adams York

Lancaster

Lebanon Dauphin Berks

Chester wanna

Mon-amptonberland

NO SCALE

PROJECT NO.: 42220158

NEW OPEN AIR

MULTI-PURPOSE FACILITY

AREA 15 - FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA 17003

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT

OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA

CODE APPROVALS

PROJECT LOCATION MAP

VICINITY MAP

INDEX TO DRAWINGS

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILBING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

CAMPUS / KEY PLAN

REVISIONS

DESCRIPTION DATENO.

G.1.1 COVER SHEET

G.1.2 PROJECT INFORMATION

GENERAL CONSTRUCTION

CIVIL DWGS.

C.1.0 EXISTING SITE PLAN

C.2.0 NEW FACILITY SITE/E&S PLAN

C.2.1 NEW SITE/E&S NOTES & DETAILS

ARCHITECTURAL DWGS.

A.1.1 PLANS AND DETAILS

STRUCTURAL DWGS.

S.1.1 STRUCTURAL PLANS

ELECTRICAL CONSTRUCTION

ELECTRICAL DWGS.

E.1.1 ELECTRICAL PLAN

Drawings Listed In Index:

BEA Electronic Approval DATE ________

Professional's Signature DateProfessional's Signature Date

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BLDG. 0-10, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

G.1.0

31 JAN. 2024

AS NOTEDR. DAUTRICH

J.NYE

COVER SHEET

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

AREA 15 - FORT INDIANTOWN GAP

MULTI-PURPOSE FACILITY

NEW OPEN AIR

42220158

PROJECT

SITE

GENERAL NOTES

1. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND DIMENSIONS AND REPORT DISCREPANCIES TO GOVERNMENT

DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK.

2. EXTERIOR DIMENSIONS SHOWN ON DRAWINGS ARE FINISHED FACE TO FINISHED FACE, UNLESS DEPICTED OTHERWISE.

3. INTERIOR DIMENSIONS SHOWN ON DRAWINGS ARE CENTER OF WALL TO CENTER OF WALL, UNLESS DEPICTED

OTHERWISE.

4. DETAILS ARE TYPICAL AND SHOW COMMON PRACTICE. CONTRACTOR SHALL INCORPORATE THESE DETAILS INTO THE PROJECT AT APPROPRIATE LOCATIONS WHERE CONDITIONS ARE SIMILIAR AND WHETHER SPECIFICALLY INDICATED

OR NOT.

5. DRAWINGS DEPICT COMMON PRACTICES AND ARE DIAGRAMMATIC, CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL NECESSARY COMPONENTS NEEDED FOR A COMPLETE AND FUNCTIONAL FACILITY.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL APPLICABLE CODE REGULATIONS. ASPECTS NOT DETAILED WITHIN THE DESIGN DOCUMENTS SHALL BE INCORPORATED AS NECESSARY TO MEET ALL GOVERNING

CODE REQUIREMENTS.

7. EQUIPMENT AND MATERIALS DESIGNATED AS "NO SUBSTITUTIONS" ARE FORT INDIANTOWN GAP STANDARDS AND SHALL BE PROVIDED AS DETAILED ON DRAWINGS AND OUTLINED WITHIN PROJECT SPECIFICATIONS.

8. GENERAL ("PRIME") CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH THAT OF ALL OTHER TRADES.

DRAWING INTERPRETATION

DETAILS INDICATED ON THE DRAWINGS, BOTH TYPICAL (TYP.) AND SPECIFIC, SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE PLANS CAN BE DETERMINED BY THE TITLE OF THE DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE KEYED AT EACH LOCATION. DECISIONS REGARDING THE APPLICABILITY OF DETAILS SHOWN SHALL BE DETERMINED BY THE GOVERNMENT DESIGN PROFESSIONAL AND/OR THE GOVERNMENT

CONSTRUCTION MANAGEMENT SPECIALIST.

BUILDING CODE AND STANDARDS ANALYSIS

GENERAL INFORMATION:

OCCUPANCY GROUP: "A-5" ASSEMBLY

TYPE OF CONSTRUCTION: TYPE IIIB

ALLOWABLE HEIGHT AND BUILDING AREA:

ALLOWABLE HEIGHT: U.L.

ACTUAL HEIGHT: 1 STORY

ALLOWABLE AREA: U.L.

ACTUAL AREA: 15,486 ± SQ. FT.

FIRE RESISTANCE RATING REQUIRED FOR: TYPE IIIB

STRUCTURAL FRAME: 0 - HOUR

BEARING WALLS EXTERIOR: 2 - HOUR

BEARING WALLS INTERIOR: 0 - HOUR

NON-BEARING WALLS EXTERIOR: 0 - HOUR

NON-BEARING WALLS INTERIOR: 0 - HOUR

FLOOR CONSTRUCTION: 0 - HOUR

ROOF CONSTRUCTION: 0 - HOUR

MAXIMUM FLOOR ALLOWANCE PER OCCUPANT: 5 SQ. FT. NET

ALLOWABLE (MAXIMUM) OCCUPANTS: NOT APPLICABLE

FULL-TIME OCCUPANTS: NOT APPLICABLE

EGRESS INFORMATION:

IBC 1005.1 EGRESS WIDTH PER OCCUPANT: NOT APPLICABLE

BUILDING OCCUPANCY: NOT APPLICABLE

IBC 1014.3 COMMON PATH: NOT APPLICABLE

IBC 1016.1 EXIT ACCESS TRAVEL DISTANCE: NOT APPLICABLE

IBC 1017.1 CORRIDOR FIRE RESISTANCE RATING: NOT APPLICABLE

IBC 1017.2 CORRIDOR WIDTHS: NOT APPLICABLE

IBC 1017.3 DEAD END CORRIDORS: NOT APPLICABLE

IBC 1019.1 NUMBER OF EXITS: NOT APPLICABLE

BASIC DESIGN LOADS:

WIND LOADS (IBC):

EXPOSURE: C

3 SECOND GUST: 90 MPH

FASTEST MILE WIND SPEED: 75 MPH

SNOW LOADS (IBC):

EXPOSURE: C

DESIGN LOAD: 40 LBS/SQ. FT.

EXPOSURE FACTOR: 0.9

SEISMIC LOADS (IBC): CATEGORY B

THERMAL INSULATION VALUES:

ZONE: 4

CEILING/ROOF: R38

WALL: NOT APPLICABLE

FLOOR: NOT APPLICABLE

FROST PROTECTION:

AVERAGE DEPTH: 15 IN.

DESIGN DEPTH: 36 IN

CODE AND STANDARD COMPLIANCE

GENERAL BUILDING CODE:

A. INTERNATIONAL BUILDING CODE (2018)

B. DEPART OF DEFENSE, UNIFIED FACILITIES CRITERIA (UFC 04-010-01):

ANTITERRORISM STANDARDS FOR BUILDINGS

STRUCTURAL:

A. ACI 318 - AMERICAN CONCRETE INSTITUTE: BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE

MECHANICAL:

A. INTERNATIONAL MECHANICAL CODE (2018)

B. INTERNATIONAL PLUMBING CODE (2018)

C. INTERNATIONAL FUEL GAS CODE (2018)

D. ASHRAE 90.1 - AMERICAN SOCIETY OF HEATING, REFRIGERATING AND

AIR CONDITIONING ENGINEERS

ELECTRICAL CODE:

A. NATIONAL ELECTRICAL CODE (2019)

B. INTERNATIONAL ENERGY CONSERVATION CODE (2018)

FIRE AND SAFETY:

A. INTERNATIONAL FIRE CODE (2018)

B. NFPA 101, LIFE SAFETY CODE (2018)

C. OSHA - OCCUPATIONAL SAFTEY AND HEALTH ADMINISTRATION

TESTING AND MATERIALS:

A. ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS

B. UL - UNDERWRITER LABORATORIES

CONCRETE MASONRY UNITS

LANDSCAPING FABRIC

INSULATED WALLS

FULL HEIGHT/INSULATED WALLS

CONCRETE

GYP. BOARD

EARTH

GRAVEL

BATT INSULATION

GLASS

CMU - ELEVATION

LEGEND

DOOR TYPE SYMBOL

WINDOW TYPE SYMBOL

OPENING TYPE SYMBOLS

SYMBOLS

AXXX

SECTION REFERENCE

DETAIL REFERENCE

ELEVATION REFERENCE

SHEET WHERE SECTION IS DRAWN

SECTION NUMBER

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

SHEET WHERE ELEVATION IS DRAWN

ELEVATION NUMBER

A C

D B

WALL REFERENCE

DETAIL KEY

DETAIL NUMBER

DRAWING NUMBER

MAP SYMBOL

AND SOIL NAME

RESTRICTIVE LAYER

KIND DEPTH TO

TOP (IN) THICKNESS HARDNESS

SUBSIDENCE

INITIAL TOTAL

POTENTIAL FOR

FROST ACTION

RISK OF CORROSION

UNCOATED

STEEL CONCRETE

SOIL ANALYSIS

UkgD

URBAN LAND

BERKS COMPLEX

10-20

LITHIC

BEDROCK

10-100 NA

VERY

STRONGLY

CEMENTED

0 0 MOD MODHIGH

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BLDG. 0-10, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

J. NYE 31 JAN. 2024

J. NYE AS NOTED

G.1.1

NEW OPEN AIR

MULTI-PURPOSE FACILITY

AREA 15 - FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

PROJECT INFORMATION

42220158

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TBR TO BE REMOVED

AutoCAD SHX Text AMERICANS w/ DISABILITIES ACT

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ADA

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TRANSFORMER

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WITH GROUND

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WATT

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VOLT

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TELEVISION

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TELPHONE

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TELECOMMUNICATION DISPLAY DEVICE

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TELEPHONE BACKBOARD

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SWITCH

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RIGID GALVANIZED STEEL CONDUIT

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POWER

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PANEL

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PHASE

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POLE

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MAIN LUG ONLY

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MOTOR

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NOTIFICATION APPLIANCE CIRUIT

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LIGHTING

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KILOWATT

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JUNCTION BOX

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ISOLATED GROUND

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HAND-OFF-AUTO

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GROUND

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GROUND FAULT INTERRUPTING

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FEEDER

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FUSED

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EQUIPMENT BACKBOARD

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DISCONNECT

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CIRCUIT BREAKER

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COPPER

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CURRENT TRANSFER

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CONTROL POWER TRANSFORMER

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CIRCUIT

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CONDUIT

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AMPERE

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XFMR

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TEL

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RGS

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PWR

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MLO

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MTR

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NAC

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DISC

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CPT

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CKT

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ATS

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ELECTRICAL

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EWC

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ELECTRIC WATER COOLER

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WATER HEATER

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WATER CLOSET

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VENT THRU ROOF

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VENT

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WATER HAMMER ARRESTOR

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WASTE

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TOILET

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SHOWER

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RAIN WATER CONDUCTOR

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PLUMBING

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METER

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GAS WATER HEATER

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GWH

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EWH

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ELECTRIC WATER HEATER

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HOT WATER

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HOSE BIB

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FLOOR DRAIN

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COLD WATER

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CLEAN OUT

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CAST IRON PIPING

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CAST IRON

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VTR

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WHA

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TLT

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RWC

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PLBG

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MTR

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CIP

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PLUMBING

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AUTOMATIC TEMPERATURE CONTROL

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UNDERCUT

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AutoCAD SHX Text THOUSAND BTU's PER HOUR

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MBH

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GAS

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EXTERNAL STATIC PRESSURE

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ESP

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LEAVING AIR TEMPERATURE

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LAT

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ENERGY EFFICIENCY RATING

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EER

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VARIABLE AIR VOLUME

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VAV

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FIRE DAMPER

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ELECTRIC BASEBOARD

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EBB

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WALL HEATER

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TEMPERATURE

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THERMOSTAT

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ROOF TOP UNIT

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RETURN AIR

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PROPANE

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OUTSIDE AIR

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MOTOR OPERATED DAMPER

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HEATING, VENTILATION & AIR CONDITIONING

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HEATER

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HORSE POWER

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FRESH AIR

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FAHRENHEIT

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EXHAUST

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EXHAUST FAN

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EXHAUST AIR

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CABINET UNIT HEATER

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CONDENSING UNIT

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CUBIC FEET PER MINUTE

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BRITISH THERMAL UNIT PER HOUR

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BRITISH THERMAL UNIT

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BOILER

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AIR HANDLING UNIT

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AIR CONDITIONING

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CFM

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TEMP

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T-STAT

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RTU

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MOD

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HVAC

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HTR

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EXH

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CUH

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BTUH

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BTU

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BLR

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AHU

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HVAC

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ROAD

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WATER

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UNDERGROUND TELEPHONE

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UTILITY POLE

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UNDERGROUND ELECTRIC

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TOP OF

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STORM WATER

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SANITARY SEWER

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PROPERTY LINE

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OVERHEAD TELEPHONE

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OVERHEAD ELECTRIC

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MANHOLE

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LOW POINT

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HIGH POINT

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GRAVEL

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GROUND

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GRADE

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FINISHED FLOOR ELEVATION

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ELEVATION

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DEPTH

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CLEAR

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BOTTOM OF

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BENCHMARK

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AVENUE

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ASPHALT

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WTR

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LPT

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HPT

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GVL

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AVE

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ASPH

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YARDS

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CIVIL

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WELDED WIRE FABRIC

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WATERPROOFING

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WOOD DOOR

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WOOD

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WALLBOARD

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WITHOUT

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WITH

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WIDTH

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WEST

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VERTICAL

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VINYL COMPOSITE TILE

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VINYL ASBESTOS TILE

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UNLESS NOTED OTHERWISE

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TYPICAL

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TREATED

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THROUGH

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TERRAZZO

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TEMPORARY

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TONGUE & GROOVE

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TOP & BOTTOM

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TREAD

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SYSTEM

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SUSPENDED/SUSPENSION

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SURFACE

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SUPERVISOR

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STAIRWAY

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STANDARD

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SPEAKER

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SOUTH

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ROOM

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RIGHT HAND

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ROOFING

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REVISION

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REINFORCED

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REFRIGERATOR

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ENVIROMENTAL IMPACT STUDY

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EROSION & SEDIMENTATION

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LINEAR FOOT

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PLYWOOD

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PLASTER

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PERFORATED

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OPPOSITE

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OPENING

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OVERHEAD DOOR

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OPPOSITE HAND

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OFFICE

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OUTSIDE DIAMETER

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ON CENTER

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OVERALL

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NOT TO SCALE

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NOISE REDUCTION

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NUMBER

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NOT IN CONTRACT

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NOT APPLICABLE

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NORTH

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MOUNTING

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METAL LATH & PLASTER

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MOLDING

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METAL LATH

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METAL

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MISCELLANEOUS

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MINIMUM

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MANANGER

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MANUFACTURER

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MEZZANINE

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MEMBRANE

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MAXIMUM

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MATERIAL

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MAINTENANCE

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LIGHT

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LINEAR

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LIBRARY

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LEFT HAND

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LENGTH

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LAMINATE

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LABORATORY

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JOIST

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INTERIOR

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INSULATION

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THAT IS

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INSIDE DIAMETER

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HEIGHT

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HORIZONTAL

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HOLLOW METAL DOOR

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HOLLOW METAL

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HARDWARE

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HIGH

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GYPSUM

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GYPSUM WALLBOARD

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GROUND

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GLASS

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GARAGE

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FURNITURE

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FOOTING

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FOOT

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FIBERGLASS-REINFORCED PLASTIC

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FLOORING

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FLOOR

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FLANGE

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FLEXIBLE

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FLASHING

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FINISH

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FINISHED FLOOR

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FIBERBOARD

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FABRICATE

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PLYWD

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PLAS

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PERF

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OPP

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OPNG

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OHDR

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OFC

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NTS

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NRC

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NIC

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MTG

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MLP

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MLDG

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MET

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MISC

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MIN

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MGR

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MFR

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MEZZ

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MEMB

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MAX

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MATL

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MAINT

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LIN

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LIB

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LAM

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LAB

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JST

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INTR

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INSUL

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HORIZ

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HMD

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HDWE

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GYP

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GWB

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GRD

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GAR

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FURN

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FTG

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FRP

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FLRG

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FLR

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FLG

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FLEX

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FIN

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FBD

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FAB

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ARCHITECTURAL & ENGINEERING

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EXTERIOR

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EXPANSION

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EXISTING

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EQUIPMENT

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EQUAL

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ENTRANCE

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ELEVATOR

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EXTERIOR INSULATION & FINISHING SYSTEM

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EACH

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EAST

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DRAWING

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DISHWASHER

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DOWN SPOUT

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DOOR

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DEMOUNTABLE PARTITION

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DOWN

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DAMP PROOFING

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DIVISION

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DIMENSION

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DIAMETER

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DIAGONAL

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DETAIL

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DEPARTMENT

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DEGREE

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DOUBLE

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CUBIC YARD

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CENTER

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COATED

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COUNTERSINK

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CURVED

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CONTRACTOR

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CONSTRUCTION

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COMPOSITION

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COMPANY

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CONCEALED

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CLOSET

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CEILING

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CENTER LINE

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CERAMIC TILE

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CERAMIC

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COILING DOOR

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CARPET

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CAPACITY

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CABINET

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BASEMENT

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BOTH SIDE

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BASE PLATE

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BUILDING

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BETWEEN

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BOARD

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BALCONY

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BOTTOM

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ALERNATE WORK ITEM

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AVERAGE

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ASSEMBLY

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ASSISTANT

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ASSOCIATION

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ASPHALT ROOF SHINGLES

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ASBESTOS

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ARCHITECTURAL

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ALTERNATE

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ALUMINUM

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ABOVE FINISHED FLOOR

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ADJACENT

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ADDITIONAL

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ACOUSTIC

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ABOVE

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EXT

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EXP

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EXIST

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EQUIP

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ENTR

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ELEV

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EIFS

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DWG

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DMPF

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DIV

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DIM

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DIA

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DGL

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DET

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DEPT

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DEG

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DBL

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CU.YD.

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CTR

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CTD

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CSK

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CRV

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CONTR

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CONSTR

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COMP

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CNCL

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CLO

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CLG

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CER TILE

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CER

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CDR

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CARP

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CAP

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CAB

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BSMT

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BLDG

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BETW

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BALC

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AWI

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AVG

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ASSY

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ASST

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ASSOC

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ASPHRS

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ASB

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ARCH

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ALT

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AFF

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ADJ

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ADDL

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ACST

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ABV

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ARCHITECTURAL

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BELOW GRADE

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SUPPLY AIR

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RETURN REGISTER

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SUPPLY REGISTER

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EXISTING GRAVEL PARKING AREA

HISTORICAL LIMIT OF LANDFILL (VERIFIED)

G G

EXISTING BITUMINOUS PATH

NAD83 SPC2011

PENNDOT STANDARD GUIDE RAIL

TREE

BENCHMARK

447.75

[450]

CONCRETE HATCH

FIRE HAYDRANT

UTILITY POLE

FLOW ARROW

BENCHMARK ELEVATION

SPOT ELEVATION

MANHOLE

WATER VALVE

ELECTRIC - UNDERGROUND

WATER LINE

SANITARY SEWER

SITE / CIVIL LEGEND

POLE MOUNTED AREA LIGHTING

FENCELINE

COMMUNICATION - UNDERGROUND

NATURAL GAS

WATERLINE CURB STOP

STORM SEWER

STORM INLET

ELECTRIC - OVERHEAD

YCO SANITARY YARD CLEAN OUT

T ELECTRICAL TRANSFORMER W/ VAULT

G GENERATOR

BENCHMARK

447.75

YCO

EXISTING PROPOSED

CONTOUR LINE

CC COMMUNICATIONS MANHOLE

E ELECTRIC PULL-BOX

BOLLARD

MH-SAN (EXG)

RIM = XXX.XX'

INV = XXX.XX'

MH-SAN (NEW)

RIM = XXX.XX'

INV = XXX.XX'

GAS VALVEG G

IRON PIN FOUND

IRON PIN SET (TO BE SET)

CONCRETE MONUMENT FOUND

CONCRETE MONUMENT SET

STONE PILE

BERNTSEN MONUMENT (TO BE SET)

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BLDG. 0-10, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

K. LLOYD 31 JAN 2024

R. DAUTRICH AS NOTED

C.1.0

NEW OPEN AIR

MULTI-PURPOSE FACILITY

AREA 15, FT. INDIANTOWN GAP, ANNVILLE, PA 17003

UNION TWP., LEBANON CO., PENNSYLVANIA

EXISTING SITE PLAN

42220158

EXISTING SITE PLAN

SCALE: 1" = 30'

30' 15' 0' 30' 60'SCALE IN FEET

GENERAL NOTES

1. DEFINED LIMIT OF LANDFILL BOUNDARY PLAN WAS DERIVED FROM THE

"FORMER LANDFILL REMEDIATION PROJECT, FINAL REMEDIAL ACTION

COMPLETION REPORT", DATED MAY 2017, PREPARED BY WESTON

SOLUTIONS, INC. EXISTING FEATURES, CONTOURS, UTILITIES AND LIMIT OF

LANDFILL WERE ESTABLISHED FROM THE "AS-BUILT FINAL GRADING AND

SITE FEATURES PLAN, DATED 31 JANUARY, 2017, PREPARED BY WESTON

SOLUTIONS, INC.

2. THE CONTRACTOR IS REQUIRED TO SUBMIT A REQUEST FOR A

DIGGING PERMIT, THROUGH THE DIVISION OF INSTALLATION

MANAGEMENT (DIM), BUILDING 11-64, 10 DAYS PRIOR TO CONSTRUCTION.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY

LOCATIONS PRIOR TO THE START OF WORK AND INCLUDE THESE MARKING

LOCATIONS ON THE AS-BUILT DRAWINGS. THE CONTRACTOR WILL

COORDINATE WITH THE DIM (BLDG. 11-64) IN THE VERIFICATION OF THE

EXISTING UTILITIES.

3. THE CONTRACTOR WILL PROVIDE 3 DAY NOTICE PRIOR TO ALL

UTILITY CONNECTIONS. THE CONTRACTOR WILL NOTIFY DIM

UPON COMPLETION OF THE CONNECTIONS, BUT PRIOR TO BACKFILLING.

THE CONTRACTOR WILL NOT BACKFILL ANY UTILITY CONNECTIONS UNTIL

DIM INSPECTS AND APPROVES THE WORK.

4. IT WILL BE THE RESPONSIBILITY OF THE .1 CONTRACTOR TO VERIFY

EXISTING GRADES AND SURVEY/LAYOUT OF NEW FACILITY CONSTRUCTION.

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

AutoCAD SHX Text

6053 466.94 TR /LN NARRORO BASE

AutoCAD SHX Text

PARKING

AutoCAD SHX Text S

AutoCAD SHX Text

RANGE ROAD

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QUARTERMASTER ROAD

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18"SLCPP

AutoCAD SHX Text Inv.=471.37

AutoCAD SHX Text

18"SLCPP

AutoCAD SHX Text Inv.=462.78

Inv.=463.79

EXISTING GRAVEL PARKING AREA

HISTORICAL LIMIT OF LANDFILL (VERIFIED)

[ 4

TOPSOIL PILE

C.2.1

6" PERF. U-DRAIN

INV. = 475.20'

NEW COVERED

MULTI-PURPOSE TRAINING FACILITY

(15,237 SF / F.F.E. 477.00')

LOD LOD

LOD

CONTRACTOR LAY DOWN AREA

G G

TRANSFORMER FOUNDATION BY

E.C., SEE ELECTRICAL DWG.

EXISTING BITUMINOUS PATH

12" FILTER

FABRIC SOCK

CONTRACTOR WILL REMOVE 9' X 25" SECTION OFEXG. BITUMINOUS PATH DURING CONSTRUCTIONAND REPLACE UPON REMOVAL OF CONSTRUCTIONENTRANCE. REPLACE W/ 4" OF 19.5MM HMA.SAWCUT CLEAN EDGES AND SEAL AFTERPLACEMENT OF NEW PAVEMENT.

C.2.1

2CONSTRUCTION

ENTRANCE

6" PVC DRAIN PIPE

RAIN GARDEN

SEE NOTE 1 C.2.1

NAD83 SPC2011

EXCAVATE, COMPACT SUB-GRADE,

PLACE GEOTEXTILE FABRIC AND

INSTALL 5' X 53' X 6" AASHTO 2A MOD.

COMPACTED STONE WALKWAY.

476x50

C.O.

[ 4

8" SDR-35 @ +/-1.0%

PENNDOT STANDARD GUIDE RAIL

TREE

BENCHMARK

447.75

[450]

CONCRETE HATCH

FIRE HAYDRANT

UTILITY POLE

FLOW ARROW

BENCHMARK ELEVATION

SPOT ELEVATION

MANHOLE

WATER VALVE

ELECTRIC - UNDERGROUND

WATER LINE

SANITARY SEWER

SITE / CIVIL LEGEND

POLE MOUNTED AREA LIGHTING

FENCELINE

COMMUNICATION - UNDERGROUND

NATURAL GAS

WATERLINE CURB STOP

STORM SEWER

STORM INLET

ELECTRIC - OVERHEAD

YCO SANITARY YARD CLEAN OUT

T ELECTRICAL TRANSFORMER W/ VAULT

G GENERATOR

BENCHMARK

447.75

YCO

EXISTING PROPOSED

CONTOUR LINE

CC COMMUNICATIONS MANHOLE

E ELECTRIC PULL-BOX

BOLLARD

MH-SAN (EXG)

RIM = XXX.XX'

INV = XXX.XX'

MH-SAN (NEW)

RIM = XXX.XX'

INV = XXX.XX'

GAS VALVEG G

IRON PIN FOUND

IRON PIN SET (TO BE SET)

CONCRETE MONUMENT FOUND

CONCRETE MONUMENT SET

STONE PILE

BERNTSEN MONUMENT (TO BE SET)

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BLDG. 0-10, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

K. LLOYD 31 JAN 2024

R. DAUTRICH AS NOTED

C.2.0

NEW OPEN AIR

MULTI-PURPOSE FACILITY

AREA 15, FT. INDIANTOWN GAP, ANNVILLE, PA 17003

UNION TWP., LEBANON CO., PENNSYLVANIA

NEW FACILITY SITE / E&S PLAN

42220158

NEW SITE / E&S PLAN

SCALE: 1" = 30'

30' 15' 0' 30' 60'SCALE IN FEET

CONSTRUCTION NOTES

1. THE CONTRACTOR WILL AVOID, TO THE GREATEST EXTENT POSSIBLE,

DRIVING, OPERATING LARGE VEHICLES OR OTHERWISE COMPACTING THE

SOIL IN THE AREA OF THE RAIN GARDEN.

2. THE SUB-GRADE OF THE RAIN GARDEN WILL BE SCARIFIED TO A DEPTH OF 1'

BELOW BOTTOM OF RAIN GARDEN, PRIOR TO PLACEMENT OF COMPOST

SOIL MIX.

3. EXCESS SOIL OR FILL EXCAVATED ON THIS PROJECT SITE WILL REMAIN ON

FT. INDIANTOWN GAP AND CAN BE HAULED TO A PERMITTED FILL SITE

WITHIN 3 MILES OF THE PROJECT SITE.

4. THE CONTRACTOR IS RESPONSIBLE TO REPLACE, AT NO COST TO THE

GOVERNMENT, ANY FACILITIES DAMAGED DURING CONSTRUCTION, THAT

WERE NOT OTHERWISE SCHEDULED FOR DEMOLITION OR REMOVAL.

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

12" COMPOST

- L.O.D. - LIMIT OF

DISTURBANCE

E&S LEGEND

FILTER SOCK C.2.1

THE AREA OF DISTURBANCE = 40,787.34 SF, 0.94 AC

IMPERVIOUS AREA INCREASE = 15,502 SF, 0.36 AC

CONST. ENTRANCE

C.2.1

AutoCAD SHX Text

6053 466.94 TR /LN NARRORO BASE

AutoCAD SHX Text

PARKING

AutoCAD SHX Text S

AutoCAD SHX Text

RANGE ROAD

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QUARTERMASTER ROAD

AutoCAD SHX Text

18"SLCPP

AutoCAD SHX Text Inv.=471.37

AutoCAD SHX Text

18"SLCPP

AutoCAD SHX Text Inv.=462.78

Inv.=463.79

AREA TO BE PROTECTED

2" x 2" WOODEN STAKE

WORK AREA

SIZE - SEE E&S PLAN

SECTION

WATER FLOW

WORK AREA

AREA TO BE PROTECTED

STAKE ON 10' LINEAL SPACING

FILTREXX COMPOST SILTSOXX

OR APPROVED EQUAL

PLAN

MAINTENANCE NOTES:

1. THE CONTRACTOR SHALL MAINTAIN THE SEDIMENT CONTROL IN A

FUNCTIONAL CONDITION AT ALL TIMES AND IT SHALL BE ROUTINELY INSPECTED.

2. IF THE SEDIMENT CONTROL HAS BEEN DAMAGED, IT SHALL BE REPAIRED, OR

REPLACED IF BEYOND REPAIR.

3. THE CONTRACTOR SHALL REMOVE SEDIMENT AT THE BASE OF THE UPSLOPE SIDE

OF THE SEDIMENT CONTROL WHEN ACCUMULATION HAS REACHED 12 OF THE

EFFECTIVE HEIGHT OF THE SEDIMENT CONTROL, OR AS DIRECTED BY THE

ENGINEER. ALTERNATIVELY, A NEW SEDIMENT CONTROL CAN BE PLACED ON TOP

OF AND SLIGHTLY BEHIND THE ORIGINAL ONE CREATING MORE SEDIMENT

STORAGE CAPACITY WITHOUT SOIL DISTURBANCE.

4. SEDIMENT CONTROL SHALL BE MAINTAINED UNTIL DISTURBED AREA ABOVE THE

DEVICE HAS BEEN PERMANENTLY STABILIZED AND CONSTRUCTION ACTIVITY HAS

CEASED.

5. THE FILTERMEDIA WILL BE DISPERSED ON SITE ONCE DISTURBED AREA HAS BEEN

PERMANENTLY STABILIZED, CONSTRUCTION ACTIVITY HAS CEASED, OR AS

DETERMINED BY THE ENGINEER.

6. FOR LONG-TERM SEDIMENT AND POLLUTION CONTROL APPLICATIONS, SEDIMENT

CONTROL CAN BE SEEDED AT THE TIME OF INSTALLATION TO CREATED A

VEGETATIVE FILTERING SYSTEM FOR PROLONGED AND INCREASED FILTRATION OF

SEDIMENT AND SOLUBLE POLLUTANTS (CONTAINED VEGETATIVE FILTER STRIP).

THE APPROPRIATE SEED MIX SHALL BE DETERMINED BY THE ENGINEER.

GEOTEXTILE MATERIAL

PROFILE

MAINTENANCE:

GROUND

EXISTING

#1 ROCK

A.A.S.H.T.O.

CLASS 4

EXG. ASPHALT ROAD

PLAN

EXG. ASPHALT ROAD/PARKING LOT

A.A.S.H.T.O. #1 ROCK

EXISTING GROUND

PROVIDE APPROPRIATE TRANSITION

BETWEEN STABILIZED CONSTRUCTION

ENTRANCE AND PUBLIC RIGHT-OF-WAY

VEHICLES AND EQUIPMENT MAY NEITHER ENTER DIRECTLY TO NOR

EXIT DIRECTLY FROM THE SITE WITHOUT PASSING THRU A ROCK

CONSTRUCTION ENTRANCE.

REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION

ENTRANCE. EXTEND ROCK OVER FULL WIDTH OF ENTRANCE.

RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE

SEDIMENT REMOVAL BMP PRIOR TO ENTERING ROCK CONSTRUCTION

ENTRANCE.

MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL

CULVERT PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED BY

MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED

APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.

ROCK CONSTRUCTION ENTRANCE THICKNESS WILL BE CONSTANTLY

MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A

STOCKPILE OF ROCK MATERIAL WILL BE MAINTAINED ON THE SITE FOR

THIS PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS

SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE

IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING

DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION

ENTRANCE BY 50' INCREMENTS UNTIL CONDITION IS ALLEVIATED OR

INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE

DEPOSITIS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER

DRAINAGE COURSES IS NOT ACCEPTABLE.

50' (MIN.)

8" (M

.) MOUNTABLE

BERM (6" MIN.)

PIPE AS

NECESSARY

** MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE. **

1-0 GENERAL NOTES

1. At least 10 days before starting any earth disturbance activities, the contractor shall invite all Guardsmen and maintenance personnel involved in those activities, the landowner, all appropriate municipal officials, the erosion and sedimentation control plan preparer, and a representative of the Lebanon

Conservation District at 717-277-5275 to schedule an on-site pre-construction meeting. Also, at least 3 days before starting any earth disturbance activities, the contractor shall notify the

Pennsylvania One Call System Inc. at 1-800-242-1776 for buried utilities location.

2. Before implementing any revisions to the approved erosion and sediment control plan or revisions to other plans which may affect the effectiveness of the approved E&S control plan, the contractor receive written approval of the revisions from the Lebanon

Conservation District.

3. The contractor shall remove from the site, recycle or dispose of all waste materials (tree stumps, brush etc.) in accordance with the

Department's Solid Waste Management Regulations at 25 PA

Code 260.1 et seq., 271.1 e. seq. and 287.1 et seq.

4. Before disposing of soil or receiving borrow for the site, the contractor must assure that each spoil or borrow area has an erosion and sediment control plan approved by the Lebanon

Conservation District, and which is being implemented and maintained according to Chapter 102 regulations. The contractor shall also notify the Lebanon Conservation District in writing of all receiving spoil and borrow areas when they have been identified.

5. Only limited disturbance will be permitted to provide access to construct construction BMPs.

6. Erosion and sedimentation controls must be constructed, stabilized, and functional before site disturbance within the tributary areas of those controls.

7. After final site stabilization has been achieved, temporary erosion and sedimentation controls must be removed. Areas disturbed during removal of the controls must be stabilized immediately.

8. At the end of each working day, any sediment tracked or conveyed onto a public roadway will be removed and redeposited onto the construction site. Removal can be completed through use of mechanical or hand tools, but must never be washed off the road by use of water.

9. Sediment removed from E&SPC controls & facilities shall be disposed of in landscaped areas outside of steep slopes, wetlands, floodplains or drainage swales and immediately stabilized, or placed in topsoil stockpiles.

10. All pumping of sediment laden water shall be through a dirt bag filtration device, or equivalent sediment removal facility, over non-disturbed vegetated areas. Discharge points should be established to provide for maximum distance to active waterways.

11. Should unforeseen erosive conditions develop during construction, the contractor shall take immediate action to remedy such conditions and to prevent damage to adjacent properties as a result of increased runoff and/or sediment displacement.

Stockpiles of wood chips, hay bales, crushed stone and other mulches shall be held in readiness to deal immediately with emergency problems of erosion.

12. The contractor is advised to become thoroughly familiar with the provisions of the Appendix 64, Erosion Control Rules and

Regulations, Title 25, Part 1, Department of environmental

Protection, Subpart C, Protection of Natural Resources, Article III, Water Resources, Chapter 102, Erosion Control.

13. A copy of this erosion and sedimentation control report and plans must be posted at the construction site.

14. Failure to correctly install sediment control facilities or failure to prevent sediment laden runoff from leaving the construction site or failure to take corrective actions to immediately resolve failures of sediment control facilities may result in administrative, civil and/or criminal penalties being instituted by the Pennsylvania

Department of Environmental Protection as defined in Section 602 of the Clean Streams Law of Pennsylvania. The Clean Streams

Law provides for up to $10,000 per day in civil penalties, up to

$10,000 in summary criminal penalties, and up to $25,000 in misdemeanor criminal penalties for each violation.

2-0 STABILIZATION NOTES

1. Stockpile heights must not exceed 35'. Stockpile slopes must be

2:1 or flatter.

2. Upon completion of an earth disturbance activity or any stage or phase of an activity, the contractor shall stabilize immediately the disturbed areas to protect from accelerated erosion. During non-germinating periods, mulch must be applied at the specified rates. Disturbed areas which are not at finished grade and which will be redisturbed within 1 year may be stabilized in accordance with temporary seeding specifications. Disturbed areas, which are either at finished grade or will not be redisturbed within 1 year, must be stabilized in accordance with permanent seeding specifications.

3. Stockpiles must be stabilized immediately.

4. Hay or straw mulch must be applied at rates of at least 3.0 tons per acre.

5. Until the site has achieved final stabilization the contractor shall properly implement, operate and maintain all the best management practices. Maintenance shall include inspections of all erosion and sedimentation control after each runoff event and on a weekly basis. All preventative and remedial maintenance work, including clean out, repair, replacement, regrading, reseeding, remulching, and renetting, must be performed immediately.

6. An area shall be considered to have achieved final stabilization when it has a minimum uniform 70% perennial vegetative cover or other permanent non-vegetative cover with a density sufficient to resist accelerated surface erosion and subsurface characteristics sufficient to resist sliding or other movements.

7. Mulch with mulch control netting or erosion control blankets must be installed on all slopes greater than 3:1.

2-1 COMPOST FILTER SOCK

1. Compost sock should be placed parallel to contours with both ends of the sock extended upslope at a 45 degree angle to the rest of the sock to prevent end-arounds.

2. Socks placed on earthen slopes should be anchored with stakes driven through the center of the sock or immediately down slope of the sock as per detail.

3. Any section of compost sock, which has been undermined or topped, must be immediately replaced.

3-0 CONSTRUCTION SEQUENCE NOTES

1. All earth disturbance activities shall proceed in accordance with the following sequence. Each stage shall be completed in compliance with Chapter 102 regulations before any following stage is initiated. Clearing and grubbing shall be limited only to those areas described in each stage.

2. Flag the limit of disturbance.

3. Install rock construction entrance per plans and details.

4. Install compost filter sock as per plan.

5. Mobilize construction equipment.

6. Strip topsoil and stockpile and stabilize.

7. Excavate for building, utilities and other site improvements.

8. Construct building, utilities and other site improvements.

9. Spread majority of topsoil, seed and mulch, per plans and specifications.

10. Construct Rain Garden per plans and specifications.

11. After site is stabilized , remove temporary BMP's and stabilize.

4.0 GROUND COVER

4.1 Temporary Seeding

1. All grass areas disturbed by the work of this Project shall be seeded as follows:

2. Temporary seeding shall be done in areas where active work will not be performed for twenty days (20). Temporary seeding shall be done immediately after work ceases.

3. Apply agricultural lime and fertilizer as follows for temporary seeding:

3.1. Agricultural Lime -- 50 pounds per 1,000 square feet

3.2. Fertilizer -- 12 pounds per 1,000 square feet

4. Fertilizer shall be a commercial type 10-20-20.

5. Temporary seed mixture Annual Ryegrass -- 1 pound per 1,000 square feet.

6. All temporary seeding shall be mulched. Temporary seeding shall be watered as required to develop cover.

7. Mulch shall be straw, shall be clean and free from noxious weeds, and shall be applied at the rate of 140 pounds per 1,000 square feet.

4.2 Permanent Seeding

1. Permanent seeding shall take place in all disturbed areas as follows:

2. Fertilization: The following shall be spread and worked into the topsoil to a depth of 3 to 4 inches.

2.1. Agricultural Lime - 275 pounds per 1,000 square feet

2.2. Fertilizer - 25 pounds per 1,000 square feet

3. The fertilizer shall be a commercial type 10-20-20.

4. Note: If agricultural lime and fertilizer have been applied previously to the ground where the permanent seed is to be applied, the lime and fertilizer rates shall be reduced by the amount by what has been applied previously.

5. Permanent Seed Mixture: The following seed mixtures shall be applied as follows:

6. FTIG ITAM Mix (requires proper legume inoculants)

6.1. 10% Annual Ryegrass

6.2. 25% Perennial Regrass

6.3. 20% Medium Ryegrass

6.4. 10% White Ladino Clover

6.5. 10% White Dutch Clover

6.6. 10% Vernal Alfalfa

6.7. 10% Norcen Birdsfoot Trefoil

6.8. 5% Crimson

7. PENNDOT Formula L Low Grow Mix

7.1. 35% Creeping Red Fescue

7.2. 27.5% Defiant Hard Fescue

7.3. 27.5% Stonehenge Fescue

7.4. 10% Annual Ryegrass

8. FTIG Legume Mix( plant with Low Grow at rate 10#/acre, requires inoculant)

8.1. 20% White Ladino Clover

8.2. 10% Medium Red Clover

8.3. 10% Mammoth Red Clover

8.4. 10% White Dutch Clover

8.5. 10% Alsike Clover

8.6. 20% Vernal Alfalfa

8.7. 10% Norcen Birdsfoot Trefoil

8.8. 10% Crimson Clover

8.9. *All mixtures given above are for PLS - Pure Live Seed 100%. To calculate PLS, the percentage of pure seed is multiplied by the percentage of germination, and the product is divided by 100. (85% pure seed x 72% germination) divided by 100 = 61% PLS. To determine how much seed to plant, divide the percentage into 100. Example: 100 divided by 61 = 1.63. Thus, every pound of seed mixture called for should then be 1.63 lbs.

9. Mulch: Apply mulch to all permanently seeded areas.

9.1. Materials: Straw, air-dried and free from undesirable seeds and course materials. Application: 140 pounds per 1,000 square feet.

5.0 MAINTENANCE PROGRAM

5.1 Emergency Erosion Protection

1. If erosion does occur, the contractor shall repair and reseed those areas or use other stabilization methods as required. The contractor shall use jute, wood fiber, or other tie down filter netting on top of the new seed as required, regardless of the slope of the land.

2. Mulched areas shall be checked weekly and immediately after severe storms for damage, until the mulching is no longer necessary for protection against erosion. Damaged portions of the mulch or tie down materials shall be repaired as soon as discovered.

5.2 Periodic Inspection Program

1. The contractor will regularly inspect the Project's erosion and sedimentation controls during the entire active construction stages. The inspections will be performed weekly or after all runoff events and the inspections shall be documented and records of repairs keep on site. The contractor will be responsible for the installation, operation, maintenance, and removal of all erosion and sedimentation controls. All preventative and remedial maintenance work, including clean out repair, replacement, regrading, reseeding, remulching, and renetting must be performed immediately. Sediment that has been trapped by the silt soxx will be removed as required, and in all cases, before the accumulation has reached half the height of the BMP. Compost filter sock will be re-anchored, repaired, or replaced as necessary.

All other controls will be inspected on the same schedule. If erosion and sediment control BMPs fail to perform as expected, replacement BMPs, or modification of those installed will be required.

5.3 Removal of Controls and Continuing Maintenance

1. All required temporary erosion and sedimentation controls shall remain in place and be maintained until the area they protect has been stabilized.

2. An area shall be considered to have achieved final stabilization when it has a minimum uniform 70% perennial vegetative cover or other permanent non-vegetative cover with a density sufficient to resist accelerated surface erosion and subsurface characteristics sufficient to resist sliding or other movements.

UNCOMPACTED SCARAFIED SUBGRADE

MAXIMUM WATER

SURFACE DEPTH 1.0'

VEGETATED

SPILLWAY

MAX 3:1 SIDE

SLOPES - SEE SITE

PLAN FOR GRADING

CONSTRUCT BERM W/

SAND, GRAVEL, AND SANDY LOAM TO

PROMOTE VEGETATIVE COVER

RAIN GARDEN

SECTION A-A

N.T.S.

30% COMPOST, 70% SOIL, MIN 2' DEPTH

PLANTS: MIXTURE FOR ZONE 5

1. PURPLE CONEFLOWER

2. INDIAN GRASS

3. BLACK EYED SUSAN

30'

RAIN GARDEN

PLAN VIEW

N.T.S.

10' SPILLWAY

4.5' 4.5' 6"

A A

9' BERM (TYP.)

6" SCH 40 PVC @ 1.0%

PLACED ON ROAD SIDE W/ CAPPED END

ON UPSTREAM END

AASHTO #1

L=3' W=2' D=1'

6" SCH 40 PVC @ 1.0%

PLACED ON SOUTH SIDE W/

CAPPED END ON UPSTREAM END

30'

48'

CAPPED END

PIPE FROM BLDG. (TYP.)

SEE PLAN VIEW FOR

LOCATIONS AND SIZES

DRAIN PIPES

FROM BLDG. (TYP.)

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BLDG. 0-10, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

K. LLOYD 31 JAN 2024

R. DAUTRICH AS NOTED

C.2.1

NEW OPEN AIR

MULTI-PURPOSE FACILITY

AREA 15, FT. INDIANTOWN GAP, ANNVILLE, PA 17003

UNION TWP., LEBANON CO., PENNSYLVANIA

SITE / E&S NOTES & DETAILS

42220158

C.2.1

1 FILTER SOCK - TYP

NOT TO SCALE

C.2.1

2 CONSTRUCTION ENTRANCE - TYP.

NOT TO SCALE

C.2.1

3 RAIN GARDEN DETAIL

NOT TO SCALE

-0

132'-6"

SYNTHETIC TURF

STEEL COLUMNS

(TYP.)

CONCRETE SLAB

-0

U R

F A

110'-0"

(SYNTHETIC TURF AREA) 7'-6"6'

-6

15'-0"

6' -6

FIN. FLR.

477.00

B.O.F.

473.00

EAVE

493.00

B.O.P

487.00 STRUCTURAL

STEEL

CONCRETE

SLAB TURF BASE PER TURF

MANUFACTURER'S WRITTEN

RECOMMENDATIONS.

STANDING SEAM

METAL ROOF SYSTEM

BUILDING

FOUNDATION

SYSTEM

STONE BASE COMPACTED

SOIL

METAL WALL

PANEL

METAL WALL

LINER PANEL

METAL CEILING

LINER PANELS

3 (MIN.)

P.E.B STANDARD

RIDGE CAP

GABLE FASCIA TRIM

SYNTHETIC

TURF

SPECIAL DISCLAIMER

THIS DRAWING AND ALL ASSOCIATED SPECIFICATIONS, DEPICT DESIGN

INTENT AND IS BASED ON A GENERIC PRE-ENGINEERED BUILDING (P.E.B). IT

SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND SELECTED

BUILDING MANUFACTURER TO DEVELOP AND PROVIDE A FULL SUBMISSION

PACKET OF SEALED/SIGNED ENGINEERED BUILDING PLANS TO INCLUDE AN

ENGINEERED FOUNDATION PLAN PROVIDED BY AND/OR APPROVED BY THE

SELECTED BUILDING MANUFACTURER. ALL PLANS, DEVIATIONS AND/OR

ALTERATIONS MUST BE REVIEWED AND APPROVED BY THE GOVERNMENT

DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK.

CLEANOUT

RIM = 477.00 ±

INV. = 476.00 ±

CLEANOUT

RIM = 477.00 ±

INV. = 475.46 ±

(107' ±) 6" PERFORATED HDPE @ .50%

(104' ±) 6" PERFORATED HDPE @ .50%

(53' ±) 6" PERFORATED HDPE @ .50%

6" WYE

INV. = 475.46

CLEANOUT

RIM = 477.00 ±

INV. = 476.00 ±

CLEANOUT

RIM = 477.00 ±

INV. = 475.20 ±

6" WYE

INV. = 475.20

A.1.1

U R

F A

. O F

.5 0%

EDGE OF TURF

E O

R F

E O

R F

U R

F A

. O F

.5 0%

U R

F A

. O F

.5 0%

SYNTHETIC TURF

(1 12" MIN.) 2" AASHTO #9

12"

4" AASHTO #67

6" PERFORATED

PIPE

GEOTEXTILE BARRIER

UNDER STONE BASE COMPACTED SOIL

.50%

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BLDG. 0-10, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

J. NYE 31 JAN. 2024

J. NYE AS NOTED

A.1.1

NEW OPEN AIR

MULTI-PURPOSE FACILITY

AREA 15 - FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

PLANS AND DETAILS

42220158

PROPOSED LAYOUT

SCALE: 1/8" = 1'-0"

NORTH

1.1ASCALE: 3/16" = 1'-0"

BUILDING SECTION

SYNTHETIC FIELD DRAINAGE LAYOUT

SCALE: 1/8" = 1'-0"

1.1ASCALE: N.T.S

DRAIN DETAIL

SYNTHETIC TURF BASIS OF DESIGN

A B C D E F G

17'-11" 24'-0" 24'-0" 24'-0" 24'-0" 17'-11"

LINE OF CONCRETE SLAB

E O

F C

O N

C R

LINE OF CONCRETE SLAB

N E

O F

C O

N C

A B

CONCRETE PIER

(TYP.)

FOOTER

FOUNDATION

WALL

CONCRETE PIER

(TYP.)

CONCRETE PIER

(TYP.)

CONCRETE PIER

(TYP.)

S.1.1

DESIGN AND INSTALL CONCRETE

FOUNDATION AND PIERS THAT WILL

ALLOW FUTURE INSTALLATION OF

ALL APPURTENANCES NECESSARY

TO CREATE AN ENCLOSED FACILITY.

TYPICAL FOR NORTH AND SOUTH

SIDES OF BUILDING.

DESIGN AND INSTALL CONCRETE

FOUNDATION AND PIERS THAT WILL

ALLOW FUTURE INSTALLATION OF

ALL APPURTENANCES NECESSARY

TO CREATE AN ENCLOSED FACILITY.

TYPICAL FOR NORTH AND SOUTH

SIDES OF BUILDING.

5' -0

INTERIOR LINER PANELS

EXTERIOR METAL PANEL

STANDING SEAM ROOF PANELS

RAIL STYLE

SNOW/ICE GUARD

RIGID INSULATION

ROOF DECKING

3'-0"

METAL TRIM

(WALL CAP)

Z-PURLIN

(TYP.)

Z-GIRT

(TYP.)

TAPERED COLUMN - FACTORY

PRIMED, CONTRACTOR PAINTED

TO PREVENT RUST AND

CORROSION

CONCRETE FOOTERS, FOUNDATION

WALLS AND PIERS - SIZED BY

BUILDING MANUFACTURER

REINFORCING SIZE AND

PLACEMENT - BY BUILDING

MANUFACTURER

2" EXPANSION

JOINT

5" CONCRETE

SLAB

2x6 PRESSURE

TREATED NAILER

SECURED TO CONCRETE

(**SEE NOTE**)

SYNTHETIC TURF

WITH INFILL

2"…

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File details come from the government source that posted it. Updated Jun 3, 2024.