2024_Range Rd SAROCA_Complete Drawings.pdf

JOSH SHAPIRO, GOVERNOR

MAJOR GENERAL MARK J. SHINDLER, THE ADJUTANT GENERAL

9Z

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

RANGE ROAD

SMALL ARMS RANGE OPERATIONS CONTROL AREA (SAROCA) PROJECTS

FORT INDIANTOWN GAP NATIONAL GUARD TRAINING CENTER

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA

CODE APPROVALS

PROJECT LOCATION MAP

VICINITY MAP

CAMPUS / KEY PLAN

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.:

G.1.0

DY MNTH, YR

AS NOTEDK. LLOYD

J. NYE

COVER SHEET

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

FORT INDIANTOWN GAP

SAROCA PROJECTS

RANGE ROAD

SEE COVER SHEET

PROJECT NO. RANGE SAROCA BUILDINGS

42110274 7 AMMO BREAKDOWN, COVERED MESS & LATRINE

42170170 8 QUEBEC BLEACHER ENCLOSURE

42170170 8 ZULU BLEACHER ENCLOSURE

42170179 9 ZULU COVERED MESS

42080023 11 BLEACHER ENCLOSURE & COVERED MESS

DRAWING INDEX

GENERAL RANGE 7 RANGE 8Q RANGE 8Z RANGE 9 RANGE 11

G.1.1_COVER SHEET C.1.0_EXISTING SITE PLAN C.1.0_SITE PLAN C.1.0_SITE PLAN C.1.0_SITE PLAN C.1.0_EXISTING SITE PLAN

G.1.2_NOTES & SPECIFICATIONS C.2.0_SITE PLAN C.3.0_SITE NOTES & DETAILS C.3.0_SITE NOTES & DETAILS C.3.0_SITE NOTES & DETAILS C.2.0_SITE PLAN

C.3.0_SITE NOTES & DETAILS C.3.0_SITE NOTES & DETAILS

BE-A.1.1_PLANS & DETAILS BE-A.1.1_PLANS & DETAILS CM-A.1.1_PLANS, ELEVS. & SECTIONS

AB-A.1.1_PLANS & ELEVATIONS BE-E.1.1_ELEC. PLANS & DETAILS BE-E.1.1_ELEC. PLANS & DETAILS CM-S.1.1_STRUCT. PLANS & DETAILS BE-A.1.1_PLANS

AB-A.2.1_SCHEDS., NOTES & DETAILS CM-S.2.1_ROOF FRAMING & DETAILS BE-E.1.1_ELEC. PLANS & DETAILS

AB-S.1.1_STRUCTURAL DETAILS CM-E.1.1_ELEC. PLANS & DETAILS

AB-S.2.1_ROOF FRAMING & DETAILS CM-A.1.1_PLANS, ELEVS. & SECTIONS

AB-E.1.1_ELEC. PLANS & SCHEDS. CM-S.1.1_STRUCT. PLANS & DETAILS

CM-S.2.1_ROOF FRAMING & DETAILS

CM-A.1.1_PLANS, ELEVS. & SECTIONS CM-E.1.1_ELEC. PLANS & DETAILS

CM-S.1.1_STRUCT. PLANS & DETAILS

CM-S.2.1_ROOF FRAMING & DETAILS

CM-E.1.1_ELEC. PLANS & DETAILS

LA-A.1.1_PLANS, ELEVS. & DETAILS

LA-A.2.1_SCHEDULES & DETAILS

LA-S.1.1_STRUCT. PLANS & DETAILS

LA-S.2.1_ROOF FRAMING & DETAILS

LA-M.1.1_PLANS, SCHEDS. & DETAILS

LA-E.1.1_ELEC. PLANS & SCHEDULES

9Q

8Z 8Q

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

SEE COVER SHEET

RANGE ROAD

SAROCA PROJECTS

FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

NOTES AND

SPECIFICATIONS

J. NYE 15 MAY, 2024

K. LLOYD AS NOTED

G.1.2 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

AutoCAD SHX Text

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.

AutoCAD SHX Text 5.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

AutoCAD SHX Text

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

AutoCAD SHX Text

WIND LOAD IN ACCORDANCE WITH ASCE 7-98.

AutoCAD SHX Text

ALL LIVE LOADS ARE NOT REDUCIBLE.

AutoCAD SHX Text

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

AutoCAD SHX Text

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

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

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

AutoCAD SHX Text

SEISMIC DESIGN PARAMETERS IN ACCORDANCE WITH IBC 2015

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

LIVE LOADS

AutoCAD SHX Text

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

AutoCAD SHX Text B.

AutoCAD SHX Text s

AutoCAD SHX Text

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

LATERAL LOADS (PER SWD-AEIM):

AutoCAD SHX Text

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

AutoCAD SHX Text 3.

AutoCAD SHX Text A.

AutoCAD SHX Text

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

AutoCAD SHX Text

%%ULOCATION

AutoCAD SHX Text 1.

AutoCAD SHX Text 90 Mph

AutoCAD SHX Text

+/- 0.55 (PARTIALLY ENCLOSED)

AutoCAD SHX Text 1.0

AutoCAD SHX Text

+/- 0.18 (ENCLOSED)

AutoCAD SHX Text C

AutoCAD SHX Text 100 psf

AutoCAD SHX Text 20 psf

AutoCAD SHX Text 100 psf

AutoCAD SHX Text 100 psf

AutoCAD SHX Text

%%UUNIFORM LIVE LOAD

AutoCAD SHX Text

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.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 1.

AutoCAD SHX Text

CONCRETE NOTES:

AutoCAD SHX Text

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.

AutoCAD SHX Text 5.

AutoCAD SHX Text 4.

AutoCAD SHX Text

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

AutoCAD SHX Text 3.

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

AutoCAD SHX Text

STEEL FRAMING NOTES:

AutoCAD SHX Text 2.

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

SNOW LOAD IMPORTANCE FACTOR-----

AutoCAD SHX Text 1.0

AutoCAD SHX Text

VARIES (1.0 HEATED, 1.2 UNHEATED)

AutoCAD SHX Text 30 psf

AutoCAD SHX Text

1.2 (TERRAIN B)

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

AutoCAD SHX Text

DS

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

AutoCAD SHX Text

DI

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

R (ORDINARY MASONRY SHEAR WALLS) --- 3.0

AutoCAD SHX Text

R (STEEL NOT SPECIFICALLY DETAILED) --- 3.0

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

AutoCAD SHX Text s

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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.

AutoCAD SHX Text

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

AutoCAD SHX Text

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.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

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.

AutoCAD SHX Text

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)

AutoCAD SHX Text

CASE 1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text .500

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.250

AutoCAD SHX Text 1.375

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text .875

AutoCAD SHX Text 1.125

AutoCAD SHX Text 1.000

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text .750

AutoCAD SHX Text .625

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BAR

AutoCAD SHX Text

SIZE

AutoCAD SHX Text (in)

AutoCAD SHX Text

AutoCAD SHX Text .375

AutoCAD SHX Text

DIA.

AutoCAD SHX Text

BAR

AutoCAD SHX Text

CASE 2

AutoCAD SHX Text

TOP BAR

AutoCAD SHX Text

CASE 1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CASE 2

AutoCAD SHX Text

AutoCAD SHX Text CLASS B LAP (in)

AutoCAD SHX Text

CASE 1

AutoCAD SHX Text

AutoCAD SHX Text

CASE 2

AutoCAD SHX Text

AutoCAD SHX Text

TOP BAR

AutoCAD SHX Text

OTHER BARS

AutoCAD SHX Text

CASE 1

AutoCAD SHX Text

AutoCAD SHX Text

CASE 2

AutoCAD SHX Text

AutoCAD SHX Text

TABLE A - REINFORCEMENT TENSION LAPS AND EMBEDMENT

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text

TABLE A NOTES:

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

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.

AutoCAD SHX Text

.75 FROM BOTT.

AutoCAD SHX Text

1.5 FROM BOTT.

AutoCAD SHX Text

SINGLE LAYER

AutoCAD SHX Text

1.5 FROM TOP

AutoCAD SHX Text

SIDE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SPOT FOOTINGS

AutoCAD SHX Text

DRILLED PIERS

AutoCAD SHX Text

COLUMNS AND PLINTHS

AutoCAD SHX Text

FORMED GRADE BEAMS

AutoCAD SHX Text

IN RIBBED MATS

AutoCAD SHX Text

ABOVE GRADE

AutoCAD SHX Text

OTHER

AutoCAD SHX Text

BEAMS

AutoCAD SHX Text

JOISTS

AutoCAD SHX Text

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

AutoCAD SHX Text

ON GRADE

AutoCAD SHX Text

SUPPORTED

AutoCAD SHX Text

OF RIBBED MATS

AutoCAD SHX Text

ON CARTON FORMS

AutoCAD SHX Text

ON CONCRETE

AutoCAD SHX Text

ON METAL DECK

AutoCAD SHX Text

INTERIOR FACES

AutoCAD SHX Text

EXTERIOR EXPOSED FACE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

WALLS

AutoCAD SHX Text

SLABS

AutoCAD SHX Text

CENTERED

AutoCAD SHX Text

CENTERED

AutoCAD SHX Text

CENTERED

AutoCAD SHX Text

CENTERED

AutoCAD SHX Text

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 3.0

AutoCAD SHX Text 1.5

AutoCAD SHX Text 2.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXPOSED TO WEATHER

AutoCAD SHX Text

EXPOSED TO WEATHER

AutoCAD SHX Text

EXPOSED TO WEATHER

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text .75

AutoCAD SHX Text .75

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

TWO LAYERS

AutoCAD SHX Text

TOP BOTTOM

AutoCAD SHX Text .75

AutoCAD SHX Text

AutoCAD SHX Text 3.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

T = SLAB THICKNESS

AutoCAD SHX Text

OR EXPOSED TO EARTH

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

TABLE B

AutoCAD SHX Text

NON-PRESTRESSED CONCRETE FOR BUILDINGS

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

PENNDOT STANDARD GUIDE RAIL

TREE

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

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

FENCELINEX X

COMMUNICATION - UNDERGROUND

GAS LINEGAS GAS

GAS VALVE

STORM SEWER

STORM INLET

SS

ELECTRIC - OVERHEAD

E

YCO SANITARY YARD CLEAN OUT

T ELECTRICAL TRANSFORMER W/ VAULT

G GENERATOR

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

Wx

X X

Cux

Gx

SDx

SS

E

YCO

T

G

EXISTING PROPOSED

CONTOUR LINE

CC COMMUNICATIONS MANHOLE

EEux

E ELECTRIC PULL-BOX

BOLLARD

G

GRAVEL AREA

E

(475') [474']

G

EXG. BUILDING

NEW BUILDING W/ ROOFLINE

Eux

Eux

Eux

Eux

Eu x

Eu x

Eu x

Eux

Eux

Eux

Eu x

Eu x

Eu x

Eu x

Cu x

Cu x

Cu x

Cu x

(477')

EXG. BLEACHER ENCLOSURE

EXG. RANGE TOWER

EXG. RAILROAD TIES

(4

(4

(4

(4

(4

(478')

EXG. RANGE 4

EXG. RANGE 5

EXG. RANGE 6

EXG. RANGE 7

EXG. RANGE 8

EXG. RANGE 9

EXG. RANGE 10

EXG. RANGE 11

EXG. CONCRETE PAD

EDGE O

F G

RAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

E

E

N

EXG. GRAVEL PARKING AREA

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

42110274

RANGE ROAD

SAROCA PROJECTS

FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

RANGE 7

EXISTING SITE PLAN

K. LLOYD 15 MAY 2024

R. DAUTRICH AS NOTED

R7-C.1.0

RANGE 7 - EXISTING SITE PLAN

SCALE: 1" = 10'

10' 5' 0' 10' 20'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 18 APR 2023, STATE PLANE COORDINATE PA SOUTH, NAD83.

FIG BENCHMARK #32, NORTHING = 402950.414', EASTING = 2296920.957',

ELEVATION = 473.31' (U.S. SURVEY FEET).

XXXXXXXX

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

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

FENCELINEX X

COMMUNICATION - UNDERGROUND

GAS LINEGAS GAS

GAS VALVE

STORM SEWER

STORM INLET

SS

ELECTRIC - OVERHEAD

E

YCO SANITARY YARD CLEAN OUT

T ELECTRICAL TRANSFORMER W/ VAULT

G GENERATOR

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

Wx

X X

Cux

Gx

SDx

SS

E

YCO

T

G

EXISTING PROPOSED

CONTOUR LINE

CC COMMUNICATIONS MANHOLE

EEux

E ELECTRIC PULL-BOX

BOLLARD

G

GRAVEL AREA

E

(475') [474']

G

EXG. BUILDING

NEW BUILDING W/ ROOFLINE

Eux

Eux

Eux

Eux

Eu x

Eu x

Eu x

Eux

Eux

Eux

Eu x

Eu x

Eu x

Eu x

Cu x

Cu x

Cu x

Cu x

(477')

EXG. BLEACHER ENCLOSURE

EXG. RANGE TOWER

EXG. RAILROAD TIES

(4

(4

(4

(4

(4

(478')

EXG. RANGE 4

EXG. RANGE 5

EXG. RANGE 6

EXG. RANGE 7

EXG. RANGE 8

EXG. RANGE 9

EXG. RANGE 10

EXG. RANGE 11

EXG. CONCRETE PAD

EDGE O

F G

RAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

E

E

C

[478']

[477']

[477']

[476']

NEW

COVERED MESS

F.F.E. = 475.25'

N

EXG. GRAVEL PARKING AREA

12" DIA. FILTER FABRIC SOCK

C.3.0

CONSTRUCTION ENTRANCE

E

E

E

E

E

E

E

NEW AMMO

BREAKDOWN BLDG.

F.F.E. = 476.00'

[47 4']

[47 5']

[47 5']

NEW LATRINE BLDG.

F.F.E. = 475.50'

L.O.D.

L.O .D

L.O.D.

L.O .D

NEW BUILDING CORNER

N - 408081.298' E - 2301362.986'

EL. - 475.25'

NEW BUILDING CORNER

N - 408053.716' E - 2301391.953'

EL. - 475.25'

NEW BUILDING CORNER

N - 408042.912' E - 2301318.787'

EL. - 476.00'

NEW BUILDING CORNER

N - 408030.020' E - 2301333.857'

EL. - 476.00'

NEW BUILDING CORNER

N - 408016.286' E - 2301350.804'

EL. - 475.50'

NEW BUILDING CORNER

N - 408003.189' E - 2301365.918'

EL. - 475.50'

NEW COMPACTED 2A MODIFIED

GRAVEL, PLACED 5' WIDE AND 4"

DEPTH AROUND PERIMETER OF

CONCRETE SLAB.

C.3.0

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

42110274

RANGE ROAD

SAROCA PROJECTS

FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

RANGE 7

NEW SITE PLAN

K. LLOYD 15 MAY 2024

R. DAUTRICH AS NOTED

R7-C.2.0

RANGE 7 - NEW FACILITIES SITE PLAN

SCALE: 1" = 10'

10' 5' 0' 10' 20'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 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 2024.

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.

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

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

GAS LINE

GAS VALVE

STORM SEWER

STORM INLET

ELECTRIC - OVERHEAD

YCO SANITARY YARD CLEAN OUT

T ELECTRICAL TRANSFORMER W/ VAULT

G GENERATOR

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

YCO

T

G

EXISTING PROPOSED

CONTOUR LINE

CC COMMUNICATIONS MANHOLE

E ELECTRIC PULL-BOX

BOLLARD

G

GRAVEL AREA

(475') [474']

G

EXG. BUILDING

NEW BUILDING W/ ROOFLINE

EXG. PORTABLE BLEACHERS

T.B.R. BY DMVA

NEW BLEACHER ENCLOSURE

F.F.E. = 478.75'

480.000

479.000

478.000

477.000

476.000

481.000

474.000

473.000

X- 478.55'

EXG. RANGE STORAGE BLDG.

BLDG. # 24-104

EXG. STORAGE BLDG.

BLDG. # 24-160

EXG. RANGE TOWER

EXG. RANGE STORAGE BLDG.

RANGE 8 - QUAL

46'

95' N

NEW BLDG. COR.

N - 407504.603' E - 2300702.186'

EL - 478.75'

NEW BLDG. COR.

N - 407485.960' E - 2300672.570'

EL - 478.75'

EXG. COMPACTED 2A MODIFIED STONE AREA

EXG. COMPACTED 2A MODIFIED STONE AREA

EXG. COMPACTED 2A MODIFIED STONE AREA

EXG. COMPACTED 2A MODIFIED STONE AREA

EXG. COMPACTED 2A MODIFIED STONE AREA

L.O.D.

L.O.D.

L.

O.

D.

L.O.D.

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

42170170

RANGE ROAD

SAROCA PROJECTS

FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

RANGE 8 QUEBEC

SITE PLAN

K. LLOYD 15 MAY 2024

R. DAUTRICH AS NOTED

8Q - C.1.0

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

RANGE 8Q - BLEACHER ENCLOSURE SITE PLAN

SCALE: 1" = 10'

10' 5' 0' 10'SCALE IN FEET 20'

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 18 APR 2023, STATE PLANE COORDINATE PA SOUTH, NAD83.

FIG BENCHMARK #32, NORTHING = 402950.414', EASTING = 2296920.957',

ELEVATION = 473.31' (U.S. SURVEY FEET).

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 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 MAY 2023.

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

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

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

GAS LINE

GAS VALVE

STORM SEWER

STORM INLET

ELECTRIC - OVERHEAD

YCO SANITARY YARD CLEAN OUT

T ELECTRICAL TRANSFORMER W/ VAULT

G GENERATOR

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

YCO

T

G

EXISTING PROPOSED

CONTOUR LINE

CC COMMUNICATIONS MANHOLE

E ELECTRIC PULL-BOX

BOLLARD

G

GRAVEL AREA

(475') [474']

G

EXG. BUILDING

NEW BUILDING W/ ROOFLINE

EXG. PORTABLE BLEACHERS

T.B.R. BY DMVA

NEW BLEACHER ENCLOSURE

F.F.E. = 464.00'

465.000

464.000

463.000

462.000

EXG. RANGE TOWER

RANGE 8 - ZERO

EXG. CABLE BARRIER

28'

3'

N

NEW BLDG. COR.

N - 407150.629' E - 2300143.205'

EL - 464.00'

NEW BLDG. COR.

N - 407132.202' E - 2300113.468'

EL - 464.00'

EXG. COMPACTED 2A MODIFIED STONE AREA

L.O.D.

L.O.D.

L.

O.

D.

L.O.D.

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

42170170

RANGE ROAD

SAROCA PROJECTS

FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

RANGE 8 ZULU

SITE PLAN

K. LLOYD 15 MAY 2024

R. DAUTRICH AS NOTED

8Z - C.1.0

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

RANGE 8Z - BLEACHER ENCLOSURE SITE PLAN

SCALE: 1" = 10'

10' 5' 0' 10'SCALE IN FEET 20'

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 18 APR 2023, STATE PLANE COORDINATE PA SOUTH, NAD83.

FIG BENCHMARK #32, NORTHING = 402950.414', EASTING = 2296920.957',

ELEVATION = 473.31' (U.S. SURVEY FEET).

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 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 2024.

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

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

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

GAS LINE

GAS VALVE

STORM SEWER

STORM INLET

ELECTRIC - OVERHEAD

YCO SANITARY YARD CLEAN OUT

T ELECTRICAL TRANSFORMER W/ VAULT

G GENERATOR

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

YCO

T

G

EXISTING PROPOSED

CONTOUR LINE

CC COMMUNICATIONS MANHOLE

E ELECTRIC PULL-BOX

BOLLARD

G

GRAVEL AREA

(475') [474']

G

EXG. BUILDING

NEW BUILDING W/ ROOFLINE

EXG. BLEACHER STRUCTURE

EXG. RANGE TOWER

EXG. CONNEX CONTAINER

455.000

454.000

452.000

451.000

450.000

449.000

454.000

3.

2.

1.

450.000

449.000

COVERED MESS

F.F.E. = 453.50'

N

[452'] [453']

OVERHEAD ELECTRIC RIGHT-OF-WAY

OVERHEAD ELECTRIC RIGHT-OF-WAY

L.O .D.

L.O.D.

L.

O

.D

EDGE OF EXISTING GRAVEL PARKING AREA

10'

RO

O

FLINE

N.I.C. / B.O.

NEW AMMO

BREAKDOWN BLDG.

F.F.E. = 453.75'

NEW BUILDING CORNER

N - 406056.697' E - 2297938.763'

EL - 453.50'

NEW BUILDING CORNER

N - 4060040.436' E - 2297902.220'

EL - 453.50'

12" DIA. FILTER FABRIC SOCK

C.3.0

CONSTRUCTION ENTRANCE

C.3.0

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

42170179

RANGE ROAD

SAROCA PROJECTS

FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

RANGE 9 ZULU

SITE PLAN

K. LLOYD 15 MAY 2024

R. DAUTRICH AS NOTED

9Z - C.1.0

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

RANGE 9Z - COVERED MESS SITE PLAN

SCALE: 1" = 10'

10' 5' 0' 10'SCALE IN FEET 20'

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 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 2024.

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.

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 18 APR 2023, STATE PLANE COORDINATE PA SOUTH, NAD83.

FIG BENCHMARK #32, NORTHING = 402950.414', EASTING = 2296920.957',

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

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

GAS LINE

GAS VALVE

STORM SEWER

STORM INLET

ELECTRIC - OVERHEAD

YCO SANITARY YARD CLEAN OUT

T ELECTRICAL TRANSFORMER W/ VAULT

G GENERATOR

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

YCO

T

G

EXISTING PROPOSED

CONTOUR LINE

CC COMMUNICATIONS MANHOLE

E ELECTRIC PULL-BOX

BOLLARD

G

GRAVEL AREA

(475') [474']

G

EXG. BUILDING

NEW BUILDING W/ ROOFLINE

T

EXG. TARGET STORAGE BLDG.

BLDG. # 24-904

EXG. RESTROOM

BLDG. # 24-902

EXG. BUILDING

BLDG. # 24-903

EXG. LIGHTENING PROTECTION POLE

EXG. LIGHTENING PROTECTION POLE

EXG. PORTABLE BLEACHERS

T.B.R. BY DMVA

495.000

2.0

3.

494.000

493.000

494.000

496.000

4.

3.0

N

EXG. BOLLARDS SPACED

+/-4' O.C.

EXG. PIPE SWING GATE

EXG. GRAVEL AREA

EXG. GRAVEL AREA

EXG. GRAVEL AREA

EXG. GRAVEL AREA

EXG. GRAVEL AREA

5.

POST

POST

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

42080023

RANGE ROAD

SAROCA

FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

RANGE 11

EXISTING SITE PLAN

K. LLOYD 15 MAY 2024

R. DAUTRICH AS NOTED

R11 - C.1.0

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

EXISTING SITE PLAN

SCALE: 1" = 10'

10' 5' 0' 10'SCALE IN FEET 20'

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 18 APR 2023, STATE PLANE COORDINATE PA SOUTH, NAD83.

FIG BENCHMARK #32, NORTHING = 402950.414', EASTING = 2296920.957',

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

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

GAS LINE

GAS VALVE

STORM SEWER

STORM INLET

ELECTRIC - OVERHEAD

YCO SANITARY YARD CLEAN OUT

T ELECTRICAL TRANSFORMER W/ VAULT

G GENERATOR

BENCHMARK

447.75

CL MH

RIM = 443.70

INV = 436.85

YCO

T

G

EXISTING PROPOSED

CONTOUR LINE

CC COMMUNICATIONS MANHOLE

E ELECTRIC PULL-BOX

BOLLARD

G

GRAVEL AREA

(475') [474']

G

EXG. BUILDING

NEW BUILDING W/ ROOFLINE

T

EXG. TARGET STORAGE BLDG.

BLDG. # 24-904

EXG. RESTROOM

BLDG. # 24-902

EXG. BUILDING

BLDG. # 24-903

EXG. LIGHTENING PROTECTION POLE

EXG. LIGHTENING PROTECTION POLE

EXG. PORTABLE BLEACHERS

T.B.R. BY DMVA

495.000

2.0

3.

494.000

493.000

494.000

496.000

4.

3.0

N

NEW COVERED MESS

F.F.E. = 493.50'

EXG. BOLLARDS SPACED

+/-4' O.C.

EXG. PIPE SWING GATE

27'

X- 493.25'

[493']

L.O.D.

L.O .D.

L.O .D.

L.O.D.

L.

O

.D

EXG. GRAVEL AREA

EXG. GRAVEL AREA

EXG. GRAVEL AREA

EXG. GRAVEL AREA

EXG. GRAVEL AREA

NEW COVERED BLEACHERS

F.F.E. = 495.75'

20'

32'

[495']

5.

NEW BLDG COR.

N - 405465.163' E - 2296590.435'

EL - 493.50'

NEW BLEACHER COR.

N - 405476.620' E - 2296478.309'

EL - 495.75'

L.

O

.D

L.O .D

NEW BLEACHER COR.

N - 405464.991' E - 2296445.300'

EL - 495.75'

NEW ELECTRIC CONDUIT AND CONDUCTOR.

ALL WORK ASSOCIATED WITH INSTALL OF

ELECTRICAL SYSTEM SHALL BE PROVIDED

BY THE .4 ELECTRICAL CONTRACTOR.

[492']NEW BLDG COR.

N - 405427.698' E - 2296604.445'

EL - 493.50'

POST

POST

27'

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

42080023

RANGE ROAD

SAROCA

FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

RANGE 11

NEW SITE PLAN

K. LLOYD 15 MAY 2024

R. DAUTRICH AS NOTED

R11 - C.2.0

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

XXXXXXXX

NEW MESS AND BLEACHER SITE PLAN

SCALE: 1" = 10'

10' 5' 0' 10'SCALE IN FEET 20'

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 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 2024.

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

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…