JOSH SHAPIRO, GOVERNOR

BRIGADIER GENERAL JOHN R. PIPPY, THE ADJUTANT GENERAL

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. 42220156

LEADERSHIP REACTION COURSE (LRC) MODERNIZATION

FORT INDIANTOWN GAP WARRIOR TRAINING GROUNDS

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA

CODE APPROVALS

PROJECT LOCATION MAP

VICINITY MAP

REVISIONS

DESCRIPTION DATENO.

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

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

G1.0

30 MAR. 2026

AS NOTEDK. LLOYD

J. NYE

COVER SHEET

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

FORT INDIANTOWN GAP

MODERNIZATION

LRC

42220156

DRAWING INDEX

GENERAL SITE/CIVIL BLEACHER ENCLOSURE COVERED MESS LATRINE

G1.0_COVER SHEET C1.0_EXISTING SITE PLAN BE-A1.1_PLANS & DETAILS CM-A1.1_PLANS, ELEVS. & SECTIONS LA-A1.1_PLANS, ELEVS. & DETAILS

G1.1_NOTES & SPECIFICATIONS C2.0_SITE PLAN CM-S1.1_STRUCT. PLANS & DETAILS LA-A2.1_SCHEDULES & DETAILS

C3.0_SITE NOTES & DETAILS CM-E1.1_ELEC. PLANS & DETAILS LA-S1.1_STRUCT. PLANS & DETAILS

LA-S1.2_ROOF FRAMING & DETAILS

LA-M1.1_PLANS, SCHEDS. & DETAILS

LA-E1.1_ELEC. PLANS & SCHEDULES

PROJECT

LOCATION

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

BUILDING 0-10, CHAPEL ROAD, 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

42220156

LRC

MODERNIZATION

FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

NOTES AND

SPECIFICATIONS

J. NYE 30 MAR. 2026

K. LLOYD AS NOTED

G1.1 abbreviationsmaterial indications drawing symbols

@ AT

& AND

ABV ABOVE

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDENDUM

A.F.F. ABOVE FINISHED FLOOR

AIA AMERICAN INSTITUTE OF ARCHITECTS

ALUM ALUMINUM

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECT

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

ATC ACOUSTICAL TILE CEILING

APC ACOUSTICAL PANEL CEILING

BD BOARD

BDRM BEDROOM

BEL BELOW

BIT BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

B.M. BENCHMARK

BOT BOTTOM

B.P. BEARING PLATE

BRG BEARING

BRK BRICK

BSMT BASEMENT

BUR BUILT-UP ROOF

B.W. BOTH WAYS

CENTERLINE

CAB CABINET

C.B. CHALKBOARD

CEM CEMENT

C.J. CONTROL JOINT

CLG CEILING

CLOS CLOSET

CLR CLEAR

C.M.U. CONCRETE MASORY UNIT

C.O. CASED OPENING

COL COLUMN

CONC CONCRETE

CORR CORRIDOR

CPT CARPET

C.T. CERAMIC TILE

D DRYER

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIA / Ø DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DINING ROOM

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

E.J. EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENT ENTRANCE

E.P. ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F.E. FINISHED FLOOR ELEVATION

F.F.L. FINISHED FLOOR LINE

FIN FINISH / FINISHED

FIXT FIXTURE

FL FLOOR

FLASH FLASHING

FLR FLOOR

F.O. FINISHED OPENING

FRTW FIRE RETARDANT TREATED WOOD

FT FEET / FOOT

FTG FOOTING

FURN FURNITURE

GA GAUGE

GALV GALVANIZED

G.B. GRAB BAR

G.C. GENERAL CONTRACTOR

G.F. GROUND FACE

GL GLASS

GYP GYPSUM

GYP BD GYPSUM BOARD

H HIGH

H.C. HOLLOW CORE

HDCP HANDICAPPED

H.M. HOLLOW METAL

HOR HORIZONTAL

HORIZ HORIZONTAL

H.P. HIGH POINT

HT HEIGHT

HVAC HEATING, VENTING AND

AIR CONDITIONING

H.W. HOT WATER

ICF INSULATED CONCRETE FORM

I.D. INSIDE DIAMETER

IN / " INCH

INFO INFORMATION

INS INSULATION

INSUL INSULATION

INT INTERIOR

J.C. JANITOR'S CLOSET

KIT KITCHEN

KP KICKPLATE

LAM LAMINATE / LAMINATED

LAV LAVATORY

LIB LIBRARY

L.P. LOW POINT

LR LIVING ROOM

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

M.O. MASONRY OPENING

MTD MOUNTED

MTL METAL

MS METAL STUDS

N NORTH

N.I.C. NOT IN CONTRACT

NO / # NUMBER

N.R.C . NOISE REDUCTION COEFFICIENT

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OFF OFFICE

O.H. OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

P. LAM. PLASTIC LAMINATE

PART PARTITION

PERF PERFORATE

PERIM PERIMITER

PERP PERPENDICULAR

PL PLATE

PLAS PLASTIC / PLASTER

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

PR PAIR

PREFAB PREFABRICATED

PT PRESSURE TREATED

QT QUARRY TILE

QYT QUANTITY

R RISER / RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

RECEPT RECEPTIONIST

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCEMENT

REQ REQUIRE

REQD REQUIRED

RES RESILIENT

REV REVISION

RM ROOM

R.O. ROUGH OPENING

RWC RAIN WATER CONDUCTOR

S SOUTH

S.C. SOLID CORE

SCHED SCHEDULE

SECT SECTION

SEC'Y SECRETARY

S.F. SQUARE FOOT

SHTHG SHEATHING

SHWR SHOWER

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

S.S. STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T TREAD / TOILET

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T.B. TACK BOARD

TEMP TEMPORARY

TERR TERRAZZO

THK THICK

TOIL TOILET

T.O.P. TOP OF PLATE

T.O.S. TOP OF STEEL

TYP TYPICAL

U.D. UNIT DIMENSION

U.H. UNIT HEATER

U.L. UNDERWRITER'S LABORATORIES

U.N.O. UNLESS NOTED OTHERWISE

U.V. UNIT VENTILATOR

V.B. VAPOR BARRER / VINYL BASE

V.C.T. VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

V.I.F. VERIFY IN FIELD

V.T. VINYL TILE

V.R. VAPOR RETARDER

V.W.C. VINYL WALL COVERING

W WEST / WASHER / WIDTH / WIDE

W/ WITH

W/O WITHOUT

W.B. WHITE BOARD

W.C. WATER CLOSET

WD WOOD

W.H. WATER HEATER

WIN WINDOW

WSCT WAINSCOT

W.W.F. WELDED WIRE FABRIC

A101

SIM

A101

SIM

ROOM NAME

W?

Name Elevation

A201

SECTION CUT

DETAIL INDICATOR

FLOOR ELEVATION

TARGET

ELEVATION

INDICATOR

PARTITION TYPE

ROOM NAME/ NUMBER

WINDOW TYPE

DOOR NUMBER

COLUMN GRID

SYMBOL

CONCRETE

CONCRETE BLOCK

(C.M.U.)

BRICK

CRUSHED STONE

COMPACT EARTH

STEEL

RIGID INSULATION

EXTERIOR

INSULATION FINISH

SYSTEM (E.I.F.S.)

BATT INSULATION

WOOD BLOCKING

PLYWOOD

FINISHED WOOD

GYPSUM WALLBOARD

OR PLASTER

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DESIGN CRITERIA

AutoCAD SHX Text SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, CURBS, PADS, INSERTS, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. BEFORE FABRICATION OF MATERIALS, COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL SERIES OF DRAWINGS AND SPECIFICATIONS AND PROVIDE ALL MISCELLANEOUS AND STRUCTURAL ITEMS INDICATED OR REQUIRED TO COMPLETE THE WORK.

AutoCAD SHX Text SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS, PREPARED BY CONTRACTOR, SUBCONTRACTOR, SUPPLIER OR DISTRIBUTOR. REPRODUCTION, OF ANY KIND, OF STRUCTURAL CONTRACT DOCUMENTS AS ERECTION PLANS OR DETAILS WILL NOT BE PERMITTED AND WILL BE REJECTED WITHOUT REVIEW.

AutoCAD SHX Text CONSTRUCTION DOCUMENTS CONSIST OF THESE DRAWINGS AND A SEPARATE BOOK OF SPECIFICATIONS. THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY, NEITHER IS MEANT TO STAND ALONE FOR ANY PORTION OF THE WORK DESCRIBED HEREIN. ANY CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED IMMEDIATELY TO THE CONTRACTING OFFICER.

AutoCAD SHX Text THE STRUCTURE SHALL NOT BE CONSIDERED TO BE STABLE DURING CONSTRUCTION UNTIL ALL ELEMENTS ARE IN PLACE AND CONNECTED. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION BRACING REQUIRED.

AutoCAD SHX Text SUBSTITUTION OF EXPANSION OR DRILLED AND GROUTED-IN ANCHORS FOR EMBEDDED ANCHORS SHOWN ON THE DRAWINGS SHALL NOT BE PERMITTED.

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INTERNAL PRESSURE COEFF.--------

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WIND LOAD IN ACCORDANCE WITH ASCE 7-98.

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ALL LIVE LOADS ARE NOT REDUCIBLE.

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SEISMIC DESIGN CATEGORY ---------- B

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SEISMIC USE GROUP -------------- I

AutoCAD SHX Text S ------------------------- 0.07 g

AutoCAD SHX Text S ------------------------- 0.25 g

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SEISMIC DESIGN PARAMETERS IN ACCORDANCE WITH IBC 2015

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STAIRS AND CORRIDORS-----------

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FLOORS---------------------

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LIVE LOADS

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BASIC WIND SPEED--------------

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EXPOSURE CATEGORY-------------

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IMPORTANCE FACTOR-------------

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LATERAL LOADS (PER SWD-AEIM):

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PITCHED ROOF (MINIMUM)----------

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FLAT ROOF-------------------

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%%ULOCATION

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AutoCAD SHX Text 90 Mph

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+/- 0.55 (PARTIALLY ENCLOSED)

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+/- 0.18 (ENCLOSED)

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AutoCAD SHX Text 100 psf

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%%UUNIFORM LIVE LOAD

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OVERALL NOTES:

AutoCAD SHX Text ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A SPECIFIED COMPRESSIVE STRENGTH OF 4000 psi AT 28 DAYS, UNLESS OTHERWISE NOTED. CONCRETE REINFORCEMENT SHALL CONFORM WITH ASTM A615/615M, GRADE 60. REINFORCEMENT LAP SPLICES AND EMBEDMENT LENGTHS SHALL CONFORM TO TABLE A, CLASS B LENGTHS AS SHOWN ON SHEET G.1.1 UNLESS NOTED OTHERWISE. CONCRETE COVER OVER REINFORCEMENT SHALL CONFORM TO THE MINIMUMS REQUIRED BY TABLE B ON G.1.1. REINFORCEMENT DETAILING AND PLACEMENT SHALL CONFORM TO ACI318 AND ACI315. CONSTRUCTION JOINTS IN BEAMS SHALL BE PLACED IN THE CENTER OF A SPAN, WITH JOINT SPACING NOT TO EXCEED 60 ft. ALL SLAB REENTRANT CORNERS SHALL HAVE (2) #4 X 4'-0" BARS AT 45 DEGREES TO THE CORNER. FLOOR SLAB ON GRADE AND HCP TOPPING SHALL BE REINFORCED WITH SYNTHETIC POLYPROPYLENE FIBERS AT A QUANTITY OF 1.5 LBS/CY OF CONCRETE, UNLESS NOTED OTHERWISE.

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CONCRETE NOTES:

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FOUNDATION DESIGN NOTES:

AutoCAD SHX Text STRUCTURAL STEEL SHALL BE DETAILED , FABRICATED, AND ERECTED IN ACCORDANCE WITH AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN," 1989, INCLUDING "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES."

AutoCAD SHX Text ALL BOLTS FOR BEAM CONNECTIONS SHALL BE ASTM A325 WITH A MINIMUM DIAMETER OF 3/4 in AND SHALL INCLUDE LOAD INDICATOR WASHERS, UNLESS OTHERWISE NOTED. ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS WITH A MINIMUM OF TWO BOLTS.

AutoCAD SHX Text ALL SHEAR CONNECTIONS NOT DETAILED OR OTHERWISE NOTED SHALL BE STANDARD AISC WELDED OR AISC BOLTED CONNECTIONS AND SHALL HAVE SUFFICIENT CAPACITY TO SUPPORT THE END REACTION EQUAL TO ONE-HALF THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE ALLOWABLE UNIFORM LOAD TABLES IN PART 2 OF THE AISC ALLOWABLE STRESS DESIGN MANUAL.

AutoCAD SHX Text UNLESS OTHERWISE SPECIFIED, STEEL BUILDING MEMBERS SHALL BE: W-SHAPES ASTM A992. M-, S-, AND CHANNEL SHAPES ASTM A36. SQUARE, RECTANGULAR & ROUND HSS SHAPES ASTM A500 GRADE B. ANGLES AND MISCELLANEOUS STEEL ASTM A36.

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WELDING SHALL CONFORM WITH AWS D1.1 STRUCTURAL WELDING CODE.

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STEEL FRAMING NOTES:

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ROOF SNOW LOADS IN ACCORDANCE WITH ASCE 7-02 AND IBC 2015.

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SNOW EXPOSURE FACTOR----------

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FLAT ROOF SNOW LOAD-----------

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THERMAL FACTOR---------------

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SNOW LOAD IMPORTANCE FACTOR-----

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VARIES (1.0 HEATED, 1.2 UNHEATED)

AutoCAD SHX Text 30 psf

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1.2 (TERRAIN B)

AutoCAD SHX Text S ------------------------- 0.20 g

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DS

AutoCAD SHX Text S ------------------------- 0.08 g

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DI

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SITE CLASS -------------------- C

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SEISMIC IMPORTANCE FACTOR --------- 1.0

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R (ORDINARY MASONRY SHEAR WALLS) --- 3.0

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R (STEEL NOT SPECIFICALLY DETAILED) --- 3.0

AutoCAD SHX Text C -------------------------- 0.067

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1. FLOOR SLAB JOINTS (C.J. OR S.J.) SHALL BE PLACED AS SHOWN ON FOUNDATION PLANS.

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2. REINFORCEMENT SHALL BE PLACED 1 1/2" FROM TOP OF NON-STRUCTURAL SLABS ON GRADE, UNLESS NOTED OTHERWISE.

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3. SPACING OF JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLANS. AT THE CONTRACTOR'S OPTION, CONCRETE FLOOR SLAB ON GRADE MAY BE PLACED IN LANES. WHEN LANE PLACEMENT IS USED, CONSTRUCTION JOINTS SHALL BE USED FOR THE JOINTS BETWEEN LANES. CONTROL/SAW JOINTS SHALL BE PROVIDED ACROSS EACH LANE AT SPACING SHOWN ON PLANS.

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4. ALL EXPOSED BEAMS SHALL BE CHAMFERED 3/4" ON THE EXTERIOR, EXPOSED CORNER.

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5. SUBGRADE AND SELECT FILL: A. USE AN IMPERMEABLE VAPOR BARRIER (10 MIL VISQUEEN) UNDERLAIN WITH 6" OF COMPACTED DENSIFIED AGGREGATE, SUCH AS ASTM D 448 No. 57 OR No. 67. SOME LOCALIZED UNDERCUTTING MAY BE NECESSARY AND ACTUAL DEPTH OF UNDERCUT MAY VARY BASED ON SITE CONDITIONS. B. COMPACTED FILLS TO BE CONSTRUCTED BY SPREADING ACCEPTABLE SOIL IN LOOSE LAYERSNOT MORE THAN 8" THICK. ON SITE SOILS FROM EACH SITE APPEAR TO BE SUITABLE FOR RE-USE AS ENGINEERED FILL. COMPACT LIFTS TO AT LEAST 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698). THE UPPER 12" OF FILL BENEATH SLAB ON GRADE SHOULD BE COMPACTED TO AT LEAST 100 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY.

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AutoCAD SHX Text PRESTRESSED CONCRETE NOTES: PRESTRESSED CONCRETE NOTES: 1. MINIMUM CONCRETE 28 DAY COMPRESSIVE STRENGHT SHALL BE 5,000 PSI. MINIMUM CONCRETE 28 DAY COMPRESSIVE STRENGHT SHALL BE 5,000 PSI. 2. MINIMUM CONCRETE COMPRESSIVE STRENGHT AT PRESTRESS TRANSFER SHALL BE 3,500 MINIMUM CONCRETE COMPRESSIVE STRENGHT AT PRESTRESS TRANSFER SHALL BE 3,500 PSI. 3. NON-PRESTRESSED REINFORCING FOR PRESTRESSED ELEMENTS SHALL BE ASTM A615 NON-PRESTRESSED REINFORCING FOR PRESTRESSED ELEMENTS SHALL BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. 4. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST RECOMMENDATIONS OF THE MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST RECOMMENDATIONS OF THE PRESTRESSED CONCRETE INSTITUTE AND THE ACI. 5. THE USE OF CALCIUM CHLORIDE IN ANY PRESTRESSED CONCRETE IS PROHIBITED. THE USE OF CALCIUM CHLORIDE IN ANY PRESTRESSED CONCRETE IS PROHIBITED. 6. ALL PRECAST, PRESTRESED CONCRETE MEMBERS SHALL BE SUBJECT TO REJECTION BY THE ALL PRECAST, PRESTRESED CONCRETE MEMBERS SHALL BE SUBJECT TO REJECTION BY THE ENGINEER UNLESS THEY CONFORM TO THE MANUFACTURING TOLERANCES SHOWN IN THE SPECIFICATIONS. 7. THE RAKED FINISH SPECIFIED FOR THE INTERFACE SURFACE OF PRESTRESSED MEMBERS THE RAKED FINISH SPECIFIED FOR THE INTERFACE SURFACE OF PRESTRESSED MEMBERS SHALL MEET THE REQUIREMENTS OF THE ACI 318 MEASUREMENTS OF ROUGHNESS FOR COMPOSITE CONCRETE FLEXURAL MEMBERS. 8. IT SHALL BE THE PRESTRESSED CONTRACTOR'S RESPONSIBILITY TO SUPPLY THE GENERAL IT SHALL BE THE PRESTRESSED CONTRACTOR'S RESPONSIBILITY TO SUPPLY THE GENERAL CONTRACTOR WITH ACCURATE CAMBER MEASUREMENTS OF ALL PRESTRESSED ELEMENTS DELIVERED TO THE PROJECT SITE, THE CAMBER MEASUREMENTS SHALL BE USED BY THE CONTRACTOR TO STABLISH SUPPORT ELEVATIONS OF THE PRESTRESSED ELEMENTS TO BE CONSISTENT WITH HIS RESPONSIBILITY TO PROVIDE A "LEVEL" SURFACE. 9. PRESTRESSED MEMBERS WITH DUST, MUD, AND LAITANCE ON THE INTERFACE SURFACE (TOP PRESTRESSED MEMBERS WITH DUST, MUD, AND LAITANCE ON THE INTERFACE SURFACE (TOP SURFACE) SHALL NOT BE CONSIDERED ACCEPTABLE FOR USE WITHOUT COMPLETE REMOVAL BY WASHING AND WIRE-BRUSING. 10. LIFTING DEVICES SHALL BE PLACED AS CLOSE AS POSSIBLE TO THE CENTER LINE BEARING OF THE PRESTRESSED ELEMENT. 11. PRESTRESSED MEMBERS SHALL BE DESIGNED WITHOUT MIDSPAN SHORING FOR ALL THE FOLLOWING LOADS. DEAD LOAD: WEIGHTS OF BUILDING MATERIALS AND ATTACHED EQUIPMENT AND PANELS. LIVE LOADS: REFER TO SHEET S.1.1 VERTICAL SEISMIC LOAD: PER IBC 2015.

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OTHER BARS

AutoCAD SHX Text fy = 60000 psi (420 MPa), f'c = 3000 psi (21 MPa)

AutoCAD SHX Text EMBEDMENT AND CLASS A LAP (in)

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CASE 1

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AutoCAD SHX Text .500

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AutoCAD SHX Text 1.375

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AutoCAD SHX Text 1.000

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AutoCAD SHX Text .625

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BAR

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SIZE

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DIA.

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BAR

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CASE 2

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TOP BAR

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CASE 2

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CASE 1

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TOP BAR

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OTHER BARS

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TABLE A - REINFORCEMENT TENSION LAPS AND EMBEDMENT

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TABLE A NOTES:

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AutoCAD SHX Text CASE 2 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER LESS THAN THE BAR DIAMETER AND CLEAR BAR SPACING LESS THAN THE BAR DIAMETER AND FOR OTHER ELEMENTS WITH CONCRETE COVER LESS THAN THE BAR DIAMETER AND CLEAR BAR SPACING LESS THAN TWO TIMES THE BAR DIAMETER.

AutoCAD SHX Text CASE 1 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER EQUAL OR GREATER THAN THE BAR DIAMETER, CLEAR BAR SPACING EQUAL OR GREATER THAN THE BAR DIAMETER AND WITH STIRRUPS OR TIES NOT LESS THAN THE CODE MINIMUM THROUGHOUT THE LENGTH IN THE TABLE AND FOR OTHER ELEMENTS WITH CONCRETE COVER EQUAL OR GREATER THAN THE BAR DIAMETER AND CLEAR SPACING EQUAL OR GREATER THAN TWO TIMES THE BAR DIAMETER.

AutoCAD SHX Text

CLASS "B" LAP LENGTHS APPLY WHEN ALL BARS ARE SPLICED AT THE SAME LOCATION.

AutoCAD SHX Text CLASS "A" LAP LENGTHS APPLY WHEN BAR LAPS ARE STAGGERED TO LAP HALF THE BARS AT THE SAME LOCATION.

AutoCAD SHX Text TABLE "A" PRESENTS LENGTHS OF TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS BASED ON ACI 318-02, SECTION 12.2.2.

AutoCAD SHX Text 7.

AutoCAD SHX Text 6.

AutoCAD SHX Text 9.

AutoCAD SHX Text 8.

AutoCAD SHX Text TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF CONCRETE IS CAST BELOW THE REINFORCEMENT.

AutoCAD SHX Text MULTIPLY LENGTHS SHOWN BY 1.2 FOR EPOXY COATED BARS. FOR BARS WITH COVER LESS THAN 3db OR CLEAR SPACING LESS THAN 6db, USE 1.5.

AutoCAD SHX Text

MULTIPLY LENGTHS SHOWN BY 1.3 FOR LIGHTWEIGHT AGGREGATE CONCRETE.

AutoCAD SHX Text MULTIPLY LENGTHS SHOWN BY 0.87 FOR 4000 psi (28 MPa) CONCRETE.

AutoCAD SHX Text NOTE: UNLESS OTHERWISE NOTED ON DRAWINGS, CONCRETE COVER PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS SHALL COMPLY WITH LISTED VALUES. COVER SHALL COMPLY WITH REQUIREMENTS OF ACI 318M FOR ELEMENTS NOT DESCRIBED.

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.75 FROM BOTT.

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1.5 FROM BOTT.

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SINGLE LAYER

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1.5 FROM TOP

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SIDE

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DESCRIPTION

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SPOT FOOTINGS

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DRILLED PIERS

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COLUMNS AND PLINTHS

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FORMED GRADE BEAMS

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IN RIBBED MATS

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ABOVE GRADE

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OTHER

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BEAMS

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JOISTS

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AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text 3.0

AutoCAD SHX Text .75

AutoCAD SHX Text 3.0

AutoCAD SHX Text 1.5

AutoCAD SHX Text 2.0

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ON GRADE

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SUPPORTED

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OF RIBBED MATS

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ON CARTON FORMS

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ON CONCRETE

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ON METAL DECK

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INTERIOR FACES

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EXTERIOR EXPOSED FACE

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DESCRIPTION

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WALLS

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SLABS

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CENTERED

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CENTERED

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CENTERED

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CENTERED

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TOP

AutoCAD SHX Text

BOTTOM

AutoCAD SHX Text 2 in FOR # 6 AND LARGER WHEN

AutoCAD SHX Text 2 in FOR # 6 AND LARGER WHEN

AutoCAD SHX Text 2 in FOR # 6 AND LARGER WHEN

AutoCAD SHX Text 3 in IF CAST ON EARTH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text .75

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.5

AutoCAD SHX Text 3.0

AutoCAD SHX Text

AutoCAD SHX Text .75

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AutoCAD SHX Text 3.0

AutoCAD SHX Text 1.5

AutoCAD SHX Text 2.0

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EXPOSED TO WEATHER

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EXPOSED TO WEATHER

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EXPOSED TO WEATHER

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1.5 in WHEN EXPOSED TO WEATHER

AutoCAD SHX Text T/4 (1.5 < T/4 < 2.5)

AutoCAD SHX Text 2 in FOR # 6 AND LARGER

AutoCAD SHX Text .75

AutoCAD SHX Text .75

AutoCAD SHX Text 1.5

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AutoCAD SHX Text .75

AutoCAD SHX Text .75

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AutoCAD SHX Text 1.5

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TWO LAYERS

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TOP BOTTOM

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AutoCAD SHX Text 3.0

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T = SLAB THICKNESS

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OR EXPOSED TO EARTH

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REMARKS

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TABLE B

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NON-PRESTRESSED CONCRETE FOR BUILDINGS

AutoCAD SHX Text CONCRETE COVER (in.) FOR CAST-IN-PLACE

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

T

G

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

BERNSTEIN MONUMENT

N

WOODED/BRUSH AREA

WOODED/BRUSH AREA

WOODED/BRUSH AREA

EXG. CONCRETE

BARRIERS

EXG. C

HAINLINK FENCE W

/ B

ARBED W

IRE

EXG. CHAINLINK FENCE W/ BARBED WIRE

EXG. GRAVEL PILE

EXG. TRAINING FACILITY

EXG. CONNEX

EXG.

BLEACHERS

T.B.R - B.O.

EXG. TRAINING

OBSTACLE

EXG.

BLEACHERS

T.B.R. B.O.

EXG

. EDG

E O F G

RAVEL

EXG. EDGE OF GRAVEL

EXG

. EDG

E O F G

RAVEL

EXG. E

DGE O

F G

RAVEL

EX

G.

E

DG

E

OF

G

RA

VE

L

EXG. E

DGE O

F G

RAVEL

EXG. E

DGE O

F G

RAVEL

EXG. E

DGE OF GRAVEL

EXG. E

DGE OF GRAVEL

EXG. E

DGE OF GRAVEL

EXG. EDGE OF GRAVEL

EXG. EDGE OF GRAVEL

3.0

494.000'

495.000'

4.

0'

3.

0'

2.

0'

2.0

1.

0'

0.

0'

0.

0'

9.

0'

8.0

5.

0'49

6.0

7.0

8.0

498.000'

499.000'

500.000'

499.000'

501.000'

497.000'

496.000'

495.000'

494.000'

493.000'

494.000'

495.000'

492.000'

491.000'

490.000'

490.000'

1.0

502.000'

502.000'

503.000'

EXG. ENTRANCE

TO OBSTACLE

COURSE

EXG. AREA 31

ACCESS GATE

EXG. REPELLING TOWER

EXG. STORAGE

BLDG.

EXG

. G

R

AVEL D

R

IVE

2.0

522.000'

2.

0'

1.

0'

9.

0'

8.0

517.000' 520.000'

1.0

N

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

BUILDING 0-10, CHAPEL ROAD, 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

42220156

LRC

MODERNIZATION

AREA 31, FORT INDIANTOWN GAP

UNION TWP., LEBANON CO., ANNVILLE, PA 17003

SITE PLAN - EXISTING

K. LLOYD 30 MAR 2026

D. SNOW AS NOTED

C1.0

LRC - EXISTING SITE PLAN

SCALE: 1" = 20'

20' 10' 0' 20' 40'SCALE IN FEET

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

GENERAL NOTES

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

DIGGING PERMIT, THROUGH THE DIVISION OF INSTALLATION MANAGEMENT

(DIM) 717-861-6224 10 DAYS PRIOR TO STARTING EXCAVATION.

2. 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 A REPRESENTATIVE FROM DIM INSPECTS AND APPROVES THE WORK.

3. SURVEY AND REFERENCE DATUM WAS ACQUIRED FROM A GPS/RTK SURVEY

COMPLETED ON 23 JAN., 2026, STATE PLANE COORDINATE PA SOUTH, NAD83.

2" REBAR LOCATED ALONG THE EASTERN SIDE OF THE LAND FILL SITE,

NORTHING = 409463.175', EASTING = 2304116.370', ELEVATION = 497.387' (U.S.

SURVEY FEET).XXXXXXXX

KEY MAP

SCALE: 1" = 500'

TOWER SITE

LRC SITE

TOWER - EXISTING SITE PLAN

SCALE: 1" = 20'

20' 10' 0' 20' 40'SCALE IN FEET

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

T

G

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

BERNSTEIN MONUMENT

N

WOODED/BRUSH AREA

WOODED/BRUSH AREA

WOODED/BRUSH AREA

EXG. CONCRETE

BARRIERS

EXG. C

HAINLINK FENCE W

/ B

ARBED W

IRE

EXG. CHAINLINK FENCE W/ BARBED WIRE

EXG. GRAVEL PILE

EXG. TRAINING FACILITY

EXG. CONNEX

EXG.

BLEACHERS

T.B.R - B.O.

EXG. TRAINING

OBSTACLE

EXG.

BLEACHERS

T.B.R. B.O.

EXG

. EDG

E O F G

RAVEL

EXG. EDGE OF GRAVEL

EXG

. EDG

E O F G

RAVEL

EXG. E

DGE O

F G

RAVEL

EX

G.

E

DG

E

OF

G

RA

VE

L

EXG. E

DGE O

F G

RAVEL

EXG. E

DGE O

F G

RAVEL

EXG. E

DGE OF GRAVEL

EXG. E

DGE OF GRAVEL

EXG. E

DGE OF GRAVEL

EXG. EDGE OF GRAVEL

EXG. EDGE OF GRAVEL

NEW COVERED

BLEACHER FACILITY

F.F.E. 499.00'

3.0

494.000'

495.000'

4.

0'

3.

0'

2.

0'

2.0

1.

0'

0.

0'

0.

0'

9.

0'

8.0

5.

0'49

6.0

7.0

8.0

498.000'

499.000'

500.000'

499.000'

501.000'

497.000'

496.000'

495.000'

494.000'

493.000'

494.000'

495.000'

492.000'

491.000'

490.000'

490.000'

1.0

NEW COVERED

BLEACHER FACILITY

F.F.E. = 493.50'

NEW COVERED

MESS FACILITY

F.F.E. 500.00'

NEW LATRINE

FACILITY

F.F.E. 503.00'

502.000'

503.000'

12" FILTER FABRIC SOCK

TOPSOIL PILE

12" FILTER FABRIC SOCK

TOPSOIL PILE

LOD LOD

LO

D

LO

D

LOD

LOD

LO

D

LOD

TOPSOIL PILE

LOD LOD

LO

D

LOD

TOPSOIL PILE

LO

D

LOD

LO

D

EXG. ENTRANCE

TO OBSTACLE

COURSE

[5

[4

[4

[493']

EXG. AREA 31

ACCESS GATE

NEW 80' x 24' GRAVEL PARKING AREA -

EXCAVATE AND REMOVE FROM SITE EXG.

8" MATERIAL AND REPLACE WITH SINGLE

LAYER OF PENNDOT CLASS 4-C

GEOTEXTILE FABRIC AND 8" OF AASHTO #3,

ROLLED FIRM BUT NOT COMPACTED. NEW

GRAVEL WILL FOLLOW EXISTING GRADE.

LO

D

LO

D

LOD

LOD

LO

D

LOD

LOD

NEW COVERED

BLEACHER FACILITY

OPEN NORTH

F.F.E. 520.50'

EXG. REPELLING TOWER

EXG. STORAGE

BLDG.

12" FILTER FABRIC SOCK

EXG

. G

R

AVEL D

R

IVE

CONSTRUCTION

ENTRANCE C.3.0

TOPSOIL PILE

LOD

LOD

LOD

LOD

2.0

522.000'

2.

0'

1.

0'

9.

0'

8.0

517.000'

516.000'

520.000'

1.0

519.000'

[519']

[518']

N

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

BUILDING 0-10, CHAPEL ROAD, 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

42220156

LRC

MODERNIZATION

AREA 31, FORT INDIANTOWN GAP

UNION TWP., LEBANON CO., ANNVILLE, PA 17003

SITE/E&S PLAN - NEW

K. LLOYD 30 MAR 2026

D. SNOW AS NOTED

C2.0

LRC SAROCA - SITE PLAN

SCALE: 1" = 20'

20' 10' 0' 20' 40'SCALE IN FEET

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

CONSTRUCTION NOTES

1. THE CONTRACTOR IS REQUIRED TO RETURN THE LIMIT OF DISTURBANCE

AREA TO ITS ORIGINAL CONDITION, PRIOR TO COMPLETION OF PROJECT,

ENSURING CROSS-SECTIONS OF TOPSOIL, GRAVEL AND PAVED AREAS

MATCH DEPTHS, TYPES OF MATERIAL AND SPECIFICATIONS.

2. THE CONTRACTOR WILL BE ABLE TO REMOVE AND DUMP CLEAN FILL AT A

LOCATION ON FT. INDIANTOWN GAP, APPROXIMATELY 2 MILES FROM

PROJECT SITE.

3. ALL SITE MATERIALS WILL BE IN ACCORDANCE WITH PENNDOT

SPECIFICATION 408, MOST CURRENT VERSION AS OF 1 APRIL 2025

4. ALL WORK ASSOCIATED WITH THE INSTALLATION OF ELECTRICAL CONDUIT,

CONDUCTORS AND ALL OTHER ASSOCIATED ELECTRICAL WORK, TO

INCLUDE, BUT NOT BE LIMITED TO, TRENCHING, BACKFILLING, FINE

GRADING, SEEDING , ETC..., IS THE RESPONSIBILITY OF THE .4 ELECTRICAL

CONTRACTOR.

5. ALL SITE WORK, REGARDLESS OF POINT CONTRACT, SHALL ADHERE TO THE

NOTES AND DETAILS HEREIN AND BE IN ACCORDANCE WITH THE DIVISION 31

AND 32 SPECIFICATIONS.

TOWER SAROCA - SITE PLAN

SCALE: 1" = 20'

20' 10' 0' 20' 40'SCALE IN FEET

KEY MAP

SCALE: 1" = 500'

TOWER SITE

LRC SITE

6. A CONSTRUCTION ENTRANCE WILL ONLY BE REQUIRED AT THE TOWER SITE

DUE TO LOCATION OF COVERED BLEACHER.

7. SEE NOTES ON SHEET C.3.0 FOR APPLICATION OF SEEDING, MULCHING AND

FERTILIZER.

12" COMPOST

- L.O.D. - LIMIT OF

DISTURBANCE

E&S LEGEND

FILTER SOCK C.3.0

THE AREA OF DISTURBANCE

TOWER = 4,937 SF, 0.11 AC

LATRINE = 2,614 SF, 0.06 AC.

COVERED MESS = 3,252 SF, 0.07 AC.

LRC BLEACHER = 2,364 SF, 0.05 AC.

OBSTACLE COURSE BLEACHER = 2,704 SF, 0.06 AC.

GRAVEL PARKING AREA = 3,250 SF, 0.07 AC.

IMPERVIOUS AREA INCREASE = 2,739 SF, 0.06 AC

CONST. ENTRANCE

C.3.0

1-0 GENERAL NOTES

1. At least 10 days before starting any earth disturbance activities, the contractor shall invite all 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 compost filter sock as per plan.

4. Mobilize construction equipment.

5. Clear and grub the site within the limits of disturbance.

6. Strip topsoil and stockpile and stabilize.

7. Excavate for structures and gravel parking area.

8. 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.

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.)

M

IN

3'

8" (M

IN

.) MOUNTABLE

BERM (6" MIN.)

PIPE AS

NECESSARY

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

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

BUILDING 0-10, CHAPEL ROAD, 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

42220156

LRC

MODERNIZATION

AREA 31, FORT INDIANTOWN GAP

UNION TWP., LEBANON CO., ANNVILLE, PA 17003

SITE/E&S

NOTES & DETAILS

K. LLOYD 30 MAR 2026

D. SNOW AS NOTED

C3.0

C.3.0

1 FILTER SOCK (TYP.)

NOT TO SCALE

C.3.0

2 CONSTRUCTION ENTRANCE (TYP.)

NOT TO SCALE

1 2 3

A

B

34'-4"

4"

17'-2" 17'-2"

16'-10" 4"16'-10"

'-0

" 6" CONC. SLAB W/ 6x6-W2.9xW2.9 W.W.F.

CONTROL JOINT

F1 F1F1

F1 F1 F110 A1.2

'-8

SL

AB

35'-0" (SLAB)

P1 P1 P1

P1 P1 P1

8" C.M.U. FOUNDATION WALL

(4)ANCHOR BOLTS, AB-1

(6 PLACES) FOR ANCHOR BOLT

LOCATIONS, SEE NUCOR

BUILDING SYSTEMS' DRAWINGS.

1 2 3

A

B

34'-4"

4"

17'-2" 17'-2"

16'-10" 4"16'-10"

'-0

'-8

SL

AB

35'-0" (SLAB)

15'-0" WIDE 10 ROW BLEACHERS ON

BOTTOM RAILS - BOLT TO SLAB

D.S. & SPLASH

BLOCK TYP.

OPERABLE LOUVER

(LOCATE IN FIELD)

OPERABLE LOUVER

(LOCATE IN FIELD)

2'-0"x3'-0"

ACCESS PANEL

2'-0"2'-0"

15'-0" WIDE 10 ROW BLEACHERS ON

BOTTOM RAILS - BOLT TO SLAB

6" CONC. SLAB ON 4"

STONE BASE

3'- 0"

M

IN

. B

EL

OW

G

RA

DE

LINE OF PEDESTAL &

FOOTING BEYOND)

8" C.M.U. ( FULLY

GROUTED )

2'-0"

HORIZ. JOINT REINFOR.

#4 BAR @ 48" O.C.

8"

(3)#4 BARS

#4 TIES @ 24" O.C.

COLUMN BEYOND METAL WALL PANEL

METAL WALL PANEL

BASE TRIM

4" FABRIC WRAPPED

DRAIN TILE W/ 6"

STONE BASE & 12"

STONE COVER

SEE FOOTING SCHEDULE FOR SIZE OF

FOUNDATION & REINFORCING

A1.1

℄ COLUMN, PEDESTAL & FOOTING

TOP/FLOOR

PEDESTAL (SEE SCHEDULE

FOR REINFORCEMENT)

THIS TIE REQUIRED

WHEN 6 VERTICAL BARS

ARE SPECIFIED

TIE

SAWED JOINT TO

BE FILLED W/

JOINT SEALANT

T/

T

1/8" MIN.

1/4" MAX.

W.W.F. @ MID-DEPTH

OF SLAB

ASTM F1554

ANCHOR BLOT

P E

D

BASE PLATE

GROUT

TOP OF CONC.

'-0

34'-8"

'-0

7'-6"

GUTTER

(6"x6")

D.S.

(4"x4")

7'-6"

'-0

30"x30" OPERABLE

LOUVER

30"x30" OPERABLE

LOUVER

24 GA. STANDING SEAM ROOF

PANELS - COLOR TO BE

SELECTED BY GOVERNMENT

DESIGN PROFESSIONAL

D.S.

(4"x4")

D.S.

(4"x4")

34'-8"

'-0

STEEL BEAM STEEL BEAM STEEL BEAM

HORIZONTAL SUPPORT

STEEL - PER

MANUFACTURER (TYP.)

HORIZONTAL SUPPORT

STEEL - PER

MANUFACTURER (TYP.)

REAR METAL WALL PANELS -

INTERIOR COLOR TO BE

WHITE (TYP.)

'-0

'-0

20'-0"

18"

24 GA. METAL WALL

PANELS (TYP.) - COLOR TO BE

SELECTED BY GOVERNMENT

DESIGN PROFESSIONAL

'-0

'-0

20'-0"

18"

24 GA. METAL WALL

PANELS (TYP.) - COLOR TO BE

SELECTED BY GOVERNMENT

DESIGN PROFESSIONAL

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

DEPARTMENT OF MILITARY AND VETERANS AFFAIRS

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

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 30 MAR. 2026

K. LLOYD AS NOTED

BE - A1.1

LRC

MODERNIZATION

FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PA 17003

PLANS & DETAILS

42220156

F1

MARK FOOTING SIZE

REINFORCING

BOTTOM BARS

FOOTING SCHEDULE

5'-0" x 5'-0"

FOOTING DEPTH

12"

TOP BARS

#5 @ 12 O.C. #4 @ 12" O.C.

P1

MARK PEDESTAL SIZE

REINFORCING

VERTICAL BARS

PEDESTAL SCHEDULE

16" x 20"

TIES

(4) #6 #4 TIES @ 12" O.C.

AB-1

MARK DIAMETER

"D"

3/4"

EMBEDMENT

"E"

PROJECTION

"P"

BOLT

GRADE

1'-4" 3" 36

1.1ASCALE: 1/4" = 1'-0"

BLEACHER ENCLOSURE- FOUNDATION PLAN

1.1ASCALE: 1/4" = 1'-0"

BLEACHER ENCLOSURE- PLAN

1.2ASCALE: 3/4" = 1'-0"

TYP. FOOTING W/ PEDISTAL 12

1.1ASCALE: 1 1/2" = 1'-0"

SLAB DETAIL10

1.1ASCALE: 1/2" = 1'-0"

FOUNDATION DETAIL 13

1.1ASCALE: 3" = 1'-0"

ANCHOR BOLT DETAIL11

1.1ASCALE: 3/4" = 1'-0"

PEDISTAL DETAIL

STRUCTURAL NOTES

1. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE

BEARING PRESSURE OF…