42160083_FTIG-Construct Building for Range Maintenance_Drawings.pdf

JOSH SHAPIRO, GOVERNOR

MAJOR GENERAL JOHN R. PIPPY, THE ADJUTANT GENERAL

PROJECT NO.: 42160083

FTIG-CONSTRUCT BUILDING FOR RANGE MAINTENANCE

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA

INDEX TO DRAWINGS

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILBING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

CIVIL DRAWINGS

NO. NAME

C.1.0 EXISTING SITE PLAN

ARCHITECTURAL DRAWINGS

NO. NAME

A.1.1 PROPOSED FLOOR PLAN

GENERAL PLANS

NO. NAME

G.1.0 COVER SHEET

G.1.1 ABBREVIATIONS, SYMBOLS AND NOTES

GENERAL CONSTRUCTION CONTRACT (.1)

ELECTRICAL DRAWINGS

NO. NAME

ELECTRICAL CONTRACT (.4)

STRUCTURAL DRAWINGS

NO. NAME

S.1.1 FOUNDATION PLAN

HVAC DRAWINGS

NO. NAME

HAVC CONTRACT (.2)

HVAC DRAWINGS

NO. NAME

PLUMBING CONTRACT (.3)

PROJECT

SITE

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

DESCRIPTION

Professional's Signature DateProfessional'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

DATENO.

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

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

COUNTY LOCATION MAP

VICINITY MAP

REVISIONS

CAMPUS LAYOUT

CODE APPROVALS

42160083

FTIG-CONSTRUCT BUILDING

FOR RANGE MAINTENANCE

AREA 24, RANGE RD. FORT INDIANTOWN GAP

COVER SHEET

J. KAHL 30 MAY 2025

M. MORRIS AS NOTED

G.1.0

A.1.2 DIMENSIONED FLOOR PLAN

A.1.3 REFLECTED CEILING PLAN

A.2.1 EXTERIOR ELEVATIONS

A.3.1

ROOF PLAN & DETAILS

A.4.1

ENLARGED PLANS & DETAILS

SCHEDULES, NOTES & DETAILS

S.2.1 S.3.1 S.4.1

SECTIONS & DETAILS

NOTES & DETAILS

C.2.0 NEW SITE PLAN

C.3.0 NOTES & DETAILS

P.1.1 PLUMBING PLANS & DETAILS E.1.1 ELECTRICAL SITE PLAN

E.2.1 ELECTRICAL PLANS

E.3.1 SCHEDULES AND DETAILS

E.4.1 RISER DIAGRAM

E.5.1 PANEL SCHEDULES

H.1.1 HVAC FLOOR PLAN

H.2.1 HVAC SCHEDULES

H.1.1 HVAC SCHEDULES & DETAILS

P.1.2 PLUMBING PLANS & DETAILS

TBR TO BE REMOVED

AMERICANS w/ DISABILITIES ACTADA

GOVERNMENT/MILITARY

TRANSFORMER

WITH GROUND

WATT

VOLT

TELEVISION

TELPHONE

TELECOMMUNICATION DISPLAY DEVICE

TELEPHONE BACKBOARD

SWITCH

RIGID GALVANIZED STEEL CONDUIT

POWER

PANEL

PHASE

POLE

MAIN LUG ONLY

MOTOR

NOTIFICATION APPLIANCE CIRUIT

LIGHTING

KILOWATT

JUNCTION BOX

ISOLATED GROUND

HAND-OFF-AUTO

GROUND

GROUND FAULT INTERRUPTING

FEEDER

FUSED

EQUIPMENT BACKBOARD

DISCONNECT

CIRCUIT BREAKER

COPPER

CURRENT TRANSFER

CONTROL POWER TRANSFORMER

CIRCUIT

CONDUIT

AUTOMATIC TRANSFER SWITCH

AMPERE

XFMR

W/G W V

TV

TEL

TDD

TBB

SW

RGS

PWR

PNL

PH

P

MLO

MTR

NAC

LTG

KW

JB

IG

HOA

GND

GFI

FDR

FU

EQBB

DISC

CB

CU

CT

CPT

CKT

C

ATS

A

ELECTRICAL

RD ROAD

WATER

UNDERGROUND TELEPHONE

UTILITY POLE

UNDERGROUND ELECTRIC

TOP OF

STORM WATER

SANITARY SEWER

PROPERTY LINE

OVERHEAD TELEPHONE

OVERHEAD ELECTRIC

MANHOLE

LOW POINT

HIGH POINT

GRAVEL

GROUND

GRADE

FINISHED FLOOR ELEVATION

ELEVATION

DEPTH

CLEAR

BOTTOM OF

BENCHMARK

AVENUE

ASPHALT

T.O.

B.O.

WTR

UT

UP

UE

SW

SS

P/L

OT

OE

MH

LPT

HPT

GVL

GRD

GR

FFE

ELEV

D

CLR

BM

AVE

ASPH

YD YARDS

CIVIL

WELDED WIRE FABRIC

WATERPROOFING

WOOD DOOR

WOOD

WALLBOARD

WITHOUT

WITH

WIDTH

WEST

VERTICAL

VINYL COMPOSITE TILE

VINYL ASBESTOS TILE

UNLESS NOTED OTHERWISE

TYPICAL

TREATED

THROUGH

TERRAZZO

TEMPORARY

TANGENT

TONGUE & GROOVE

TOP & BOTTOM

TREAD

SYSTEM

SUSPENDED/SUSPENSION

SURFACE

SUPERVISOR

SUPERINTENDENT

STAIRWAY

STORAGE

STANDARD

STAINLESS STEEL

SQUARE

SPEAKER

SPECIFICATION

SEAMLESS

SLIDING DOOR

SKYLIGHT

SIMILIAR

SHEET

SQUARE FOOT

SECTION

SIDING

SCHEDULE

SUSPENDED ACOUSTICAL PANEL CEILIING

SOUTH

ROOM

RIGHT HAND

ROOFING

REVISION

REQUIRED

REINFORCED

REFRIGERATOR

RISER

RADIUS

QUARRY TILE FLOOR

PARTITION

PAINTED

POINT

PROJECT

PREFABRICATED

PAIR

PORCELAIN

PAINT

PANEL

WWF

WTRPRF

WDR

WD

WBD

W/O W/ W W

VERT

VCT

VAT

UNO

TYP

TRTD

THRU

TER

TEMP

TAN

T & G T & B T

SYS

SUSP

SURF

SUPVR

SUPT

STWY

STOR

STD

SS

SQ

SPKR

SPEC

SMLS

SLDR

SKY

SIM

SHT

SF

SEC

SDG

SCHD

SAPC

S

RM

RH

RFG

REV

REQD

REINF

REFRG

RS

R

QTF

PTN

PTD

PT

PROJ

PREFAB

PR

PORC

PNT

PNL

IN INCHES

EPDM ETHYLENE-PROPYLENE-DIENE-MONOMER

EIS ENVIROMENTAL IMPACT STUDY

E & S EROSION & SEDIMENTATION

LF LINEAR FOOT

PLYWOOD

PLASTER

PERFORATED

OPPOSITE

OPENING

OVERHEAD DOOR

OPPOSITE HAND

OFFICE

OUTSIDE DIAMETER

ON CENTER

OVERALL

NOT TO SCALE

NOISE REDUCTION

NUMBER

NOT IN CONTRACT

NOT APPLICABLE

NORTH

MOUNTING

METAL LATH & PLASTER

MOLDING

METAL LATH

METAL

MISCELLANEOUS

MINIMUM

MANANGER

MANUFACTURER

MEZZANINE

MEMBRANE

MAXIMUM

MATERIAL

MAINTENANCE

LIGHT

LINEAR

LIBRARY

LEFT HAND

LENGTH

LAMINATE

LABORATORY

JOIST

INTERIOR

INSULATION

THAT IS

INSIDE DIAMETER

HEIGHT

HORIZONTAL

HOLLOW METAL DOOR

HOLLOW METAL

HARDWARE

HIGH

GYPSUM BOARD

GYPSUM WALLBOARD

GROUND

GLASS

GARAGE

FURNITURE

FOOTING

FOOT

FIBERGLASS-REINFORCED PLASTIC

FLOORING

FLOOR

FLANGE

FLEXIBLE

FLASHING

FINISH

FINISHED FLOOR

FIBERBOARD

FABRICATE

PLYWD

PLAS

PERF

OPP

OPNG

OHDR

OH

OFC

OD

OC

OA

NTS

NRC

NO

NIC

NA

N

MTG

MLP

MLDG

ML

MET

MISC

MIN

MGR

MFR

MEZZ

MEMB

MAX

MATL

MAINT

LT

LIN

LIB

LH

LG

LAM

LAB

JST

INTR

INSUL

IE

ID

HT

HORIZ

HMD

HM

HDWE

H

GYP

GWB

GRD

GL

GAR

FURN

FTG

FT

FRP

FLRG

FLR

FLG

FLEX

FL

FIN

FF

FBD

FAB

ARCHITECTURAL & ENGINEERINGA & E

EXTERIOR

EXPANSION

EXISTING

EQUIPMENT

EQUAL

ENTRANCE

ELEVATOR

EXTERIOR INSULATION & FINISHING SYSTEM

EACH

EAST

DRAWING

DISHWASHER

DOWN SPOUT

DOOR

DEMOUNTABLE PARTITION

DOWN

DAMP PROOFING

DIVISION

DIMENSION

DIAMETER

DIAGONAL

DETAIL

DEPARTMENT

DEGREE

DOUBLE

CUBIC YARD

CENTER

COATED

COUNTERSINK

CURVED

CONTRACTOR

CONSTRUCTION

COMPOSITION

COMPANY

CONCEALED

CLOSET

CEILING

CENTER LINE

CERAMIC TILE

CERAMIC

COILING DOOR

CARPET

CAPACITY

CABINET

BASEMENT

BOTH SIDE

BASE PLATE

BUILDING

BETWEEN

BOARD

BALCONY

BOTTOM

ALERNATE WORK ITEM

AVERAGE

ASSEMBLY

ASSISTANT

ASSOCIATION

ASPHALT ROOF SHINGLES

ASBESTOS

ARCHITECTURAL

ALTERNATE

ALUMINUM

ABOVE FINISHED FLOOR

ADJACENT

ADDITIONAL

ACOUSTIC

ABOVE

EXT

EXP

EXIST

EQUIP

EQ

ENTR

ELEV

EIFS

EA

E

DWG

DW

DS

DR

DP

DN

DMPF

DIV

DIM

DIA

DGL

DET

DEPT

DEG

DBL

CU.YD.

CTR

CTD

CSK

CRV

CONTR

CONSTR

COMP

CO

CNCL

CLO

CLG

CL

CER TILE

CER

CDR

CARP

CAP

CAB

BSMT

BS

BP

BLDG

BETW

BD

BALC

B

AWI

AVG

ASSY

ASST

ASSOC

ASPHRS

ASB

ARCH

ALT

AL

AFF

ADJ

ADDL

ACST

ABV

ARCHITECTURAL

BELOW GRADEB.G.

GOVT GOVERNMENT

MILT MILITARY

EC ELECTRICAL CONTRACTOR

GC GENERAL CONTRACTOR

HC HVAC CONTRACTOR

MC MECHANICAL CONTRACTOR

PC PLUMBING CONTRACTOR

COR CONTRACTING OFFICE REPRESENTATIVE

GI GOVERNMENT INSPECTOR

GDP GOVERNMENT DESIGN PROFESSIONAL

GPM GOVERNMENT PROJECT MANAGER

DMVA PA DEPARTMENT OF MILITARY & VETERAN'S AFFAIRS (HQ-FTIG-BLDG. 0-47)

FTIG FORT INDIANTOWN GAP

OFE OFFICE OF FACILITIES AND ENGINEERING (FTIG-BLDG. 11-64)

OFE-BDPM BUREAU OF DESIGN & PROJECT MANAGEMENT (FTIG-BLDG. 0-10)

OFE-BEM BUREAU OF ENVIRONMENTAL MANAGEMENT (FTIG-BLDG. 0-11)

OFE-DIM DIVISION OF INSTALLATION MAINTENANCE (FTIG-BLDG. 11-64)

OVA OFFICE OF VETERAN'S AFFAIRS (FTIG-BLDG. 0-47)

TSC TRAINING SITE COMMAND (FTIG-BLDG. T-0-1)

USPFO US PROPERTY & FISCAL OFFICE (FTIG-BLDG. 0-48)

ATFP ANTI-TERRORISM FORCE PROTECTION

FPD FORCE PROTECTION STAND-OFF DISTANCE

POC POINT OF CONTACT

ABOVE SEA LEVELASL

BELOW FINISH FLOORBFF

GENERAL NOTES

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

DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK.

2. INTERIOR DIMENSIONS SHOWN ON DRAWINGS ARE FACE OF FINISH TO FACE OF FINISH, UNLESS DEPICTED

OTHERWISE.

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

OR NOT.

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

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

CODE REQUIREMENTS.

6. EQUIPMENT AND MATERIALS DESIGNATED AS "NO SUBSTITUTIONS" ARE PENNSYLVANIA DEPARTMENT OF MILITARY AND VETERAN'S AFFAIRS' STANDARDS AND SHALL BE PROVIDED AS DETAILED ON DRAWINGS AND/OR OUTLINED WITHIN PROJECT

SPECIFICATIONS.

DRAWING INTERPRETATION

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

CONSTRUCTION MANAGEMENT SPECIALIST.

SPECIAL DISCLAIMER

THIS DRAWING AND ALL ASSOCIATED SPECIFICATIONS, DEPICT DESIGN

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

SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND SELECTED

BUILDING MANUFACTURER TO DEVELOP AND PROVIDE A FULL SUBMISSION

PACKET OF SEALED/SIGNED ENGINEERED BUILDING PLANS TO INCLUDE AN

ENGINEERED FOUNDATION PLAN AND STRUCTURAL PLAN FOR THE BUILDING

AND INTERIOR FRAMING COMPONENTS INTENDED FOR ALL CEILING CAPS

AND THE MEZZANINE PROVIDED BY AND/OR APPROVED BY THE SELECTED

BUILDING MANUFACTURER. MEZZANINE DECK FRAMING AND CEILING CAP

FRAMING IN DESIGNATED AREAS SHALL BE DESIGNED FOR THE PEMB

SYSTEM TO CARRY THE EXTERIOR WALL SIDE LOAD. ALL PLANS, DEVIATIONS

AND/OR ALTERATIONS MUST BE REVIEWED AND APPROVED BY THE

GOVERNMENT DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK.

CONCRETE MASONRY UNITS

LANDSCAPING FABRIC

INSULATED WALLS

FULL HEIGHT/INSULATED WALLS

CONCRETE

GYP. BOARD

EARTH

GRAVEL

BATT INSULATION

GLASS

CMU - ELEVATION

LEGEND

SYMBOLS

X

X

DOOR TYPE SYMBOL

WINDOW TYPE SYMBOL

OPENING TYPE SYMBOLS

X

AXXX

X

X

AXXX

AXXX

WALL SECTION REFERENCE

DETAIL REFERENCE

ELEVATION REFERENCE

SHEET WHERE SECTION IS DRAWN

SECTION NUMBER

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

SHEET WHERE ELEVATION IS DRAWN

ELEVATION NUMBER

X

AXXX

BUILDING SECTION REFERENCE

SHEET WHERE SECTION IS DRAWN

SECTION NUMBER

ROOM LABEL

ROOM NAME

#### SQFT

F.E.

F.E.C.

FIRE EXTINGUISHERS

FIRE EXTINGUISHER & CABINET

WALL HUNG FIRE EXTINGUISHER

BUILDING CODE & STANDARDS ANALYSIS

CODE INFORMATION

CODE SECTION DESCRIPTION PROJECT INFORMATION

BUILDING INFORMATION

IBC 302.1 OCCUPANCY CLASSIFICATION "F-1" MODERATE-HAZARD FACTORY INDUSTRIAL

IBC 601 TYPE OF CONSTRUCTION IIB

IBC 504 BUILDING HEIGHT AND STORIES:

IBC 504.3 ALLOWABLE HEIGHT (FEET ABOVE GRADE) 55'

ACTUAL HEIGHT (FEET ABOVE GRADE) 31' 5"

IBC 504.4 ALLOWABLE STORIES (ABOVE GRADE PLANE) 2

ACTUAL STORIES (ABOVE GRADE PLANE) 1

IBC 601 FIRE RESISTANCE RATINGS OF BLDG. ELEM.:

PRIMARY STRUCTURAL FRAME 0

EXTERIOR BEARING WALLS 0

INTERIOR BEARING WALLS 0

602 EXTERIOR NON-BEARING WALLS/PARTITIONS 0

INTERIOR NON-BEARING WALLS/PARTITIONS 0

FLOOR CONSTRUCTION 0

ROOF CONSTRUCTION 0

EQUIPPED WITH A SPRINKLER SYSTEM NO ("NS")

IBC 506.2 ALLOWABLE AREA (SQUARE FOOTAGE) 15,500 SQFT

ACTUAL AREA (SQUARE FOOTAGE) 8,000 SQFT (APPROX.)

CHAPTER 10: MEANS OF EGRESS

1004IBC AREA PER OCCUPANT BUSINESS = 150PO (11) , F-1 = 100PO (62)

1005.1IBC EGRESS WIDTH PER OCCUPANT WITHOUT SPRINKLER = 0.2 INCHES PER PERSON

1005.3.2IBC EGRESS CAPACITY BASED ON OCCUPANTS 53 PERSONS @ 0.2 = 24.25 INCHES

1006.3.2IBC MIN. NUMBER OF EXITS PER STORY 1-500 = 2 EXITS

ACTUAL NO. OF EXITS 4

1010.1.1IBC SIZE OF DOORS (CLEAR WIDTH) 32 INCHES MINIMUM

ACTUAL SIZE OF DOORS (CLEAR WIDTH) SINGLE DOORS = 34 INCHES DOUBLE DOORS = 68 INCHES

1006.2IBC COMMON PATH "F" = 75FT MAXIMUM, "B" = 100FT MAXIMUM

1007.1.1IBC EXIT CONFIGURATION (2 EXIT MIN.) DIAGONAL DIMENSION: 128 FEET /2 = 64 FEET

1017.2IBC EXIT ACCESS TRAVEL DISTANCE BUSINESS WITHOUT SPRINKLER = 200 FEET

1020.2IBC MINIMUM CORRIDOR WIDTHS BUSINESS = 44 INCHES MINIMUM

ACTUAL CORRIDOR WIDTHS 48" MINIMUM

PLUMBING FIXTURE COUNTS (PER 2902.1 OF 2018 IBC)

GROUP OCC.

MALE FEMALE

REQUIRED

WATER CLOSETS

MALE URINALS

PROVIDED

WATER CLOSETS

FEMALE MALE FEMALE

REQUIRED

LAVATORIES

MALE FEMALE

PROVIDED

LAVATORIES

REQ'D PRVD'D

SHOWERS

OTHER

1 1 1 1 1 1 1 1 - -

REQ'D PRVD'D

DRINKING

FOUNTAINS

1 1

UNISEX

* - PER 2018 PA PLUMBING CODE, SECTION 424.2, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 50 PERCENT OF THE REQUIRED WATER

CLOSETS IN ALL OCCUPANCIES, OTHER THAN ASSEMBLY AND EDUCATIONAL.

31' 5" - 1 STORY

"F-1" TO "B" OCCUPANCY = NO FIRE SEPARATION REQUIRED

BUSINESS = 1,774SQFT , F-1 = 6,226SQFT

FACTORY

OCCUPANCY

CLASSIFICATION

ROOM

NO.

OCCUPANCY COUNTS

1004.2

OCCUPANCY TABLE (PER 1004 OF 2018 IBC)

TOTAL

OCCUPANTS

1004.5 - AREAS WITHOUT FIXED SEATING

(STORAGE = 300SF/PERSON)

(BUSINESS = 150SF/PERSON)

(INDUSTRIAL = 100SF/PERSON)

(ASSEMBLY = 15SF/PERSON)

(MECHANICAL EQUIPMENT = 300SF/PERSON)

102 2 2

OFFICE 2

2 2

OFFICE 3

1 1

OFFICE 4

21 21

BREAK ROOM

MECHANICAL

110 JANITOR

IT / COM

112 SHOP / ASSEMBLY AREA

118 ELECTRICAL

202 1

OCCUPANCY TOTAL:

BUSINESS

BUSINESS

BUSINESS

INDUSTRIAL

ROOM NAME

OFFICE 1

WOOD SHOP

AIR COMPRESSOR

DUST COLLECTION

SMALL PROJECTS

OPEN STORAGE MEZZANINE

CONTROLLED STORAGE

CUMULATIVE

BUSINESS

STORAGE

MECHANICAL

1 1

CORRIDOR

MILL/ LATHE

MEN'S RESTROOM

WOMAN'S RESTROOM

117 UTILITY

STORAGE

INDUSTRIAL

INDUSTRIAL

INDUSTRIAL

MECHANICAL

MECHANICAL

MECHANICAL

MECHANICAL

ASSEMBLY

MECHANICAL

BUSINESS

BUSINESS

BUSINESS

1004.51004.2.2

1 SERV.

SINK

2902.1.1 FIXTURE CALCULATIONS

FACTORY = WATER CLOSET (M&F-1/100) LAVATORIES (1/100) DRINKING FOUNTAIN (1/400)

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

DESCRIPTION

Professional's Signature DateProfessional'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

DATENO.

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

42160083

FTIG-CONSTRUCT BUILDING

FOR RANGE MAINTENANCE

AREA 24, RANGE RD. FORT INDIANTOWN GAP

PROJECT INFORMATION

J. KAHL 30 MAY 2025

M. MORRIS AS NOTED

G.1.1

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

FENCELINE

COMMUNICATION - UNDERGROUND

PROPOANE

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

E

(550.00')

(54 5.0

0')

(5

.0 0')

(555.00')

CL MH - COMM

RIM = 541.34'

INV = XXX.XX

RANGE ROAD

(5

.00

(5

.0 0')

(5

.00

(5

.00

(5

.00

(5

.00

(538.00')

(537.00')

(5

.00

(53 8.0

0')

(53 9.0

0')

(5

.0 0')

(542.00')

(543.00')

(544.00')

(545.00')

(546.00')

(547.00')

(548.00')

(549.00')

(551.00')

(552.00')(553.00')

(554.00')

(554.00')

(553.00')

(552.00')

(551.00')

(550.00')

(549.00')

(548.00')

(547.00')

(546.00')

N

EXG. COMPACTED GRAVEL COMPOUND

EXG. COMPACTED GRAVEL COMPOUND

EXG. COMPACTED GRAVEL COMPOUND

(53 6.0

0')

(535.00')

(534.00')

(54 2.0

0')

(54 1.0

0')

(5

.00

(53 9.0

0')

(53 8.0

0')

(5

.00 ') (53 6.0

0')

(53 5.0

0')

(53 4.0

0')

(5

.0 0')

(5

.00

(5

.00

(5

.0 0')

(534.00') (533.00')

(532.00') (531.00')

(530.00') (529.00')

(528.00') (527.00')

(526.00') (525.00')

(524.00')

(522.00')(523.00') (521.00')(522.00')(523.00')

(520.00') (521.00')

(522.00')

(521.00') (522.00')

(520.00')

(519.00')

(520.00')

(519.00')

(529.00')

(528.00')

(527.00')

(526.00')

(525.00')

(524.00')

(523.00')

(522.00')

(521.00')

(519.00') (520.00')

(517.00') (518.00') (519.00')

(517.00') (518.00')

(519.00')

EDGE OF ASPHALT

EDGE OF ASPHALT

EDGE OF CARTWAY

MH-COMM. (EXG.)

RIM - 529.46'

INV. - xxx.xx'

EXG. 8" PE GAS LINE

EXG. RIP RAP SWALE

EXG. GUIDERAIL

MH-2-SAN. (B.O.)

RIM - 535.25'

INV. - 527.48'

INV. OUT - 527.38'

TOT. DEPTH MH = 8.37'

EXG. CHAINLINK FENCE

T

EXG. ELEC. TRANSFORMER (B.O.)

EXG. 2" WATERLINE W/

CURB STOP (B.O.)

G

NEW NATURAL GAS LINE, METER

AND VALVE TO BE PROVIDED BY

GAS COMPANY. SEE

MECHANICAL DRAWINGS AND

SPECIFICATIONS FOR NATURAL

GAS CONNECTIONS AND PIPING

FROM METER INTO AND

THROUGHOUT BUILDING.

SCALECHECKED BY

DRAWING NO.DRAWN BY

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

42160083

FIG-CONSTRUCT BUILDING

FOR RANGE MAINTENANCE

AREA 24, RANGE ROAD, FT. INDIANTOWN GAP

EAST HANOVER TWP., LEBANON CO., ANNVILLE, PA

EXISTING SITE PLAN

K. LLOYD

DATE

30 MAY 2025

R. DAUTRICH AS NOTED

C.1.0

RANGE MAINTENANCE BUILDING - EXG. SITE PLAN

SCALE: 1" = 20'

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

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

XXXXXXXX

GENERAL NOTES

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

DIGGING PERMIT, THROUGH THE DIVISION OF INSTALLATION

MANAGEMENT (DIM), BUILDING 11-64, 10 DAYS

PRIOR TO CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO THE

START OF WORK AND INCLUDE THESE MARKING LOCATIONS ON

THE AS-BUILT DRAWINGS. THE CONTRACTOR WILL COORDINATE WITH THE

BRM (BLDG. 11-64) IN THE VERIFICATION OF THE EXISTING UTILITIES.

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

DIM INSPECTS AND APPROVES THE WORK.

3. EXITING SITE PLAN WAS DERIVED FROM A GPS ENGINEERING LAND SURVEY,

COMPLETED BY DMVA, DATED 11 JAN 2023. DATUM = NAD83, STATE PLANE

COORDINATES PA SOUTH ZONE. PROJECT LOCATION & TOPOGRAPHY

ESTABLISHED FROM GPS BENCHMARK - FIG MONUMENT #32,

N = 402591.414, E = 2296920.957, ELEV = 473.31'. LOCAL PROJECT

BENCHMARK - 3/4" REBAR SET, N = 402362.509', E = 2292872.907', ELEV. =

509.73'.

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

FENCELINE

COMMUNICATION - UNDERGROUND

PROPOANE

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

E

(550.00')

(54 5.0

0')

(5

.0 0')

(555.00')

CL MH - COMM

RIM = 541.34'

INV = XXX.XX

NEW PEB

F.F.E. = 545.50'

RANGE ROAD

E.

W

.S

UP

E.W .S

E.W .S

WATER

FILLING

SH

OP /

AS

SE

MBL

Y A

REA

' W

X

' H

' W

X

' H

' W

X

' H

9' W

X 9'

H

8' W X 8' H

8' W X 8' H

8' W

X 8'

H

12' W X 12' H

DUMPS

TE

R

2,6

SQ

FT

UTIL

ITY 24

SQ

FT

EL

EC

TR

ICAL

SQ

FT

SM

AL

L P

ROJE

CTS

(W

EL

DING)

SQFT

DUST

COLL

EC

TIO

N

SQ

FT

AIR

COMP. 51

SQ

FT

WOOD SH

OP

2,4

SQ

FT

MILL

/ L

AT

HE

SQ

FT

BR

EA

K R

OOM

SQ

FT

IT

/ C

OM 25

SQ

FT

CORRIDOR

SQ

FT

OFF

ICE 3 139

SQ

FT

OFF

ICE 2 139

SQ

FT

MEN

'S

R.R.

SQ

FT

JA

NITO

R 44

SQ

FT

WOMAN

'S

R.R.

SQ

FT

OFF

ICE 1 100

SQ

FT

OFF

ICE 4 99

SQ

FT

MEC

HAN

ICAL

SQ

FT

(5

.00

(5

.0 0')

(5

.00

(5

.00

(5

.00

(5

.00

(538.00')

(537.00')

(5

.00

(53 8.0

0')

(53 9.0

0')

(5

.0 0')

(542.00')

(543.00')

(544.00')

(545.00')

(546.00')

(547.00')

(548.00')

(549.00')

(551.00')

(552.00')(553.00')

(554.00')

(554.00')

(553.00')

(552.00')

(551.00')

(550.00')

(549.00')

(548.00')

(547.00')

(546.00')

N

[541']

[542']

[5

[543']

[5

[5

[5

[5

[54

9']

[550']

[545']

[5

[5

[545']

[545'] [546']

[547'][548'][549'] [550']

C.3.1

2CONSTRUCTION

ENTRANCE

EXG. COMPACTED GRAVEL COMPOUND

EXG. COMPACTED GRAVEL COMPOUND

EXG. COMPACTED GRAVEL COMPOUND

C.3.1

218" COMPOSTED

FILTER SOCK

(53 6.0

0')

(535.00')

(534.00')

(54 2.0

0')

(54 1.0

0')

(5

.00

(53 9.0

0')

(53 8.0

0')

(5

.00 ') (53 6.0

0')

(53 5.0

0')

(53 4.0

0')

(5

.0 0')

(5

.00

(5

.00

(5

.0 0')

(534.00') (533.00')

(532.00') (531.00')

(530.00') (529.00')

(528.00') (527.00')

(526.00') (525.00')

(524.00')

(522.00')(523.00') (521.00')(522.00')(523.00')

(520.00') (521.00')

(522.00')

(521.00') (522.00')

(520.00')

(529.00')

(528.00')

(527.00')

(526.00')

(525.00')

(524.00')

(523.00')

(522.00')

(521.00')

(519.00')(520.00')

(517.00') (518.00') (519.00')

(517.00') (518.00')

(519.00')

EDGE OF ASPHALT

EDGE OF ASPHALT

EDGE OF CARTWAY

MH-COMM. (EXG.)

RIM - 529.46'

INV. - xxx.xx'

MH-3-SAN. (BY F.M.)

RIM - 519.25'

INV. IN - 514.93'

INV. OUT - 514.83'

TOT. DEPTH MH = 4.92'

153.65' OF NEW

4" SDR-35 @

6.0%

15' O

F NEW 4" P

VC @

2.0%

MH-1-SAN. (BY G.C.)

RIM - 542.00'

INV. - 536.70'

INV. OUT - 536.60'

DEPTH OF SANITARY PIPE = +/-523.78.

APPROX. DEPTH OF COMM. LINE = 528.50'

DEPTH OF SANITARY PIPE @ RD CL = +/-520.58'.

EXG. 8" PE GAS LINE

155.61' O

F NEW

4" SDR-35 @

8.0%

EXG. RIP RAP SWALE

EXG. GUIDERAIL

MATERIAL

STOCKPILE

MH-2-SAN. (B.O.)

RIM - 535.25'

INV. - 527.48'

INV. OUT - 527.38'

TOT. DEPTH MH = 8.37'

EXG. CHAINLINK FENCE

T

EXG. ELEC. TRANSFORMER (B.O.)

EXG. 2" WATERLINE W/

CURB STOP (B.O.)

NEW ELEC. RUN, SEE NOTE 4.

NEW 2" CTS HDPE WATERLINE

G

NEW NATURAL GAS LINE, METER

AND VALVE TO BE PROVIDED BY

GAS COMPANY. SEE

MECHANICAL DRAWINGS AND

SPECIFICATIONS FOR NATURAL

GAS CONNECTIONS AND PIPING

FROM METER INTO AND

THROUGHOUT BUILDING.

(SEE NOTE 6)

NEW 40' RETAINING WALL

SEE DETAILS SHEET C.3.0

* SUITABLE MATERIAL PER PENNDOT STANDARD

TA

M

P

IN

" L

AY

ER

S

RC-30

6"

GRADE

0'-6"

AASHTO # 10 PIPE DIA.<12"

OR ROCK SUBGRADE

UNDISTURBED EARTH

MATERIAL

* SUITABLE

0'-6"PIPE O.D.

PIPE SIZE AND TYPE VARIES,

SEE SITE & MECHANICAL

DWG.'S FOR PIPE TYPE AND

SIZES

SEE SITE PLAN FOR FINISHED GRADE

MATERIAL

1' -0

" M

IN

AASHTO # 2A PIPE DIA.>12"

SAND FOR ALL COPPER PIPE

" M

IN

. F

O R

A

LL

W

AT

ER

LI

N

ES

CORPORATION STOP

STRAIGHT COPPER FLARE OUTLET (B.O.)

AWWA TAPER THREAD INLET,

2" SOFT COPPER TUBE (B.O.)

WATER MAIN (B.O.)

LINED DUCTILE IRON

PROPOSED

150mm (6") CEMENT 2" SERVICE PIPE (BY .1 GENERAL CONT.)

WITH FOOT PIECE

ARCH PATTERN BASE

ELEVATION

F.I.P. THREAD OUTLET (B.O.)

TRAFFIC COVER (B.O.)

GRADE

BALL CURB VALVE

EXTENSION TYPE CAST IRON

CURB BOX, WITH CAST IRON

COPPPER FLARE INLET,

ADJUST TO MATCH FFG

PLAN

6" CEMENT LINED DUCTILE IRON WATER MAIN (B.O.)

2" SERVICE PIPE- (BY .1 GENERAL CONT.)

COPPER FLARE INLET,

F.I.P. THREAD OUTLET (B.O.)

FOR PURPOSE OF CLARITY ONLY

NOTE: CURB BOX NOT SHOWN

2" SOFT COPPER TUBE (B.O.)

STRAIGHT COPPER FLARE OUTLET (B.O.)

AWWA TAPER THREAD INLET,

CORPORATION STOP,

BALL CURB VALVE

COARSE SAND

AASHTO # 8

AASHTO # 8

1' M

IN

COARSE SAND

SCALECHECKED BY

DRAWING NO.DRAWN BY

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

42160083

FIG-CONSTRUCT BUILDING

FOR RANGE MAINTENANCE

AREA 24, RANGE ROAD, FT. INDIANTOWN GAP

EAST HANOVER TWP., LEBANON CO., ANNVILLE, PA

NEW SITE / E&S PLAN

K. LLOYD

DATE

30 MAY 2025

R. DAUTRICH AS NOTED

C.2.0

RANGE MAINTENANCE BUILDING - NEW SITE / E&S PLAN

SCALE: 1" = 20'

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

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

XXXXXXXX

CONSTRUCTION NOTES

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

AREA (+/-40,000 SF) 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 3 MILES FROM

PROJECT SITE.

3. ALL SITE MATERIALS WILL BE IN ACCORDANCE WITH PENNDOT

SPECIFICATION 408, MOST CURRENT VERSION AS OF 11 APR 2025.

4. SEE .4 ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ALL WORK

ASSOCIATED WITH SITE ELECTRICAL WORK.

5. ALL WORK ASSOCIATED WITH EXTERIOR WATER AND SEWER LINES TO BE

COMPLETED BY THE .1 GENERAL CONTRACTOR. THE .1 GENERAL AND .3

PLUMBING CONTRACTOR WILL NEED TO COORDINATE THE TRANSITION OF

WATER AND SEWER LINES FROM INTERIOR TO EXTERIOR , ENSURING

SEAMLESS TRANSITION OF SLOPES AND INVERT ELEVATIONS.

6. WATER SERVICE TUBING AND CONNECTIONS SHALL MEET THE

REQUIREMENTS OF ASTM D2737, AWWA C901 AND NSF/ANS STANDARDS 14

AND 61. PIPE DIMENSIONS SHALL MEET COPPER TUBING SIZE (CTS)

STANDARDS.

C.2.0

1 PIPE TRENCH DETAIL - (TYP.)

NOT TO SCALE

C.2.0

2 EXTERIOR WATERLINE CONNECTION - DETAIL

NOT TO SCALE

AutoCAD SHX Text Miter Saw

AutoCAD SHX Text Router Table

AutoCAD SHX Text +36"

AutoCAD SHX Text Band Saw

AutoCAD SHX Text +43"

AutoCAD SHX Text Tool Chest

AutoCAD SHX Text Clamp Cart

AutoCAD SHX Text Work Bench

AutoCAD SHX Text Work Bench

AutoCAD SHX Text Portable Planer

AutoCAD SHX Text +35"

AutoCAD SHX Text Jointer

AutoCAD SHX Text +34"

AutoCAD SHX Text Panel Saw

AutoCAD SHX Text Scroll Saw

AutoCAD SHX Text +40"

AutoCAD SHX Text Drill Press

AutoCAD SHX Text Drill Press

AutoCAD SHX Text Lathe

AutoCAD SHX Text Work Bench

AutoCAD SHX Text Drawing Board

AutoCAD SHX Text Grinder

AutoCAD SHX Text Clamp Cart

1-0 GENERAL NOTES

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

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

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

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

Conservation District.

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

Department's Solid Waste Management Regulations at 25 PA

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

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

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

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

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

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

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

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

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

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

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

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

Regulations, Title 25, Part 1, Department of environmental

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

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

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

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

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

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

2-0 STABILIZATION NOTES

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

2:1 or flatter.

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

3. Stockpiles must be stabilized immediately.

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

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

6. An area shall be considered to have achieved final stabilization

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 roadway and other site improvements.

8. Install drainage pipes, place subbase and pave roadway.

9. 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

8.8. 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/UNIT 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/UNIT 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. **

PRECAST BASE

1/2"/FT1/2"/FT

EAST JORDAN IRON WORKS

STEPS TO BE GRAY

ALUMINUM OR PLASTIC

JOINTS TO BE SEALED

WITH PREFORMED RUBBER

OR PLASTIC GASKET (TYP.)

RUBBER GASKET SEAM

OR EQUIVALENT

MANHOLE COVER # 1890

THE OUTER SURFACE SHALL BE

COATED WITH A BITUMASTIC

COATING. INSIDE SURFACES

SHALL BE COATED WITH THOROSEAL.

70"

6"

6"

4"

4'-0"

3' -0

8"

TY

P.

ECCENTRIC CONE

RISERS AND TOPS.

REINFORCED CONCRETE MANHOLE

C478 SPECIFICATIONS FOR PRECAST

MUST MEET OR EXCEED ASTM

SPECIFICATIONS :

27" DIA.

1" M

AX

BUTYL RUBBER SEALANT

ADJUSTING RING AS REQ'D.

FULL MORTAR BED

3'-7"

BITUMASTIC COATING (FOUNDATION COATING)

.0

0'

AASHTO 57 SUBBASE

OR APPROVED EQUAL

SANITARY

RAISED LETTERS - 2"

PVC TYPE PSM SEWER PIPING, ASTM D 3034,

SDR 35 PVC TYPE PSM SEWER PIPE WITH

BELL-AND-SPIGOT ENDS FOR GASKETED JOINTS.

FITTINGS - ASTM D 3034, PVC WITH BELL ENDS.

GASKETS - ASTM F 477, ELASTOMERIC SEALS.

1. Description: ASTM C 478 (ASTM C 478M), precast, reinforced concrete, of depth indicated, with provision for sealant joints.

2. Diameter: 48 inches (1200 mm) minimum unless otherwise indicated.

3. Ballast: Increase thickness of precast concrete sections or add concrete to base section, as required to prevent flotation.

4. Base Section: 6-inch (150-mm) minimum thickness for floor slab and 4-inch (100-mm) minimum thickness for walls and base riser section; with separate base slab or base section with integral floor.

5. Riser Sections: 4-inch (100-mm) minimum thickness, of length to provide depth indicated.

6. Top Section: Eccentric-cone type unless concentric-cone or flat-slab-top type is indicated; with top of cone of size that matches grade rings.

7. Joint Sealant: ASTM C 990 (ASTM C 990M), bitumen or butyl rubber.

8. Resilient Pipe Connectors: ASTM C 923 (ASTM C 923M), cast or fitted into manhole walls, for each pipe connection.

9. Steps: Individual FRP steps; wide enough to allow worker to place both feet on one step and designed to prevent lateral slippage off step. Cast or anchor steps into sidewalls at 12- to 16-inch (300- to 400-mm) intervals. Omit steps if total depth from floor of manhole to finished grade is less than 60 inches (1500 mm).

10. Adjusting Rings: Interlocking HDPE rings, with level or sloped edge in thickness and diameter matching manhole frame and cover, and with height as required to adjust manhole frame and cover to indicated elevation and slope. Include sealant recommended by ring manufacturer.z

11. Grade Rings: Reinforced-concrete rings, 6- to 9-inch (150- to 225-mm) total thickness, with diameter matching manhole frame and cover, and with height as required to adjust manhole frame and cover to indicated elevation and slope.

MANHOLE NOTES:

IMBED SLEEVE INTO CONCRETE,

PER MANUFACTURER RECOMMENDATIONS - TYP.

4" 3'

-6

EQ

U

AL

EQ

U

AL

FI

EL

D

VE

R

IF

Y

2" DIA. ALUMINUM

PIPE RAILING - TYP.

RETAINING WALL

2'

2" 3"

#6 REINF. BARS CONT., TYP. TOP & BOTTOM

4,500 PSI CONCRETE

#6 BARS, 8" O/C, EF, EW

#6 REINF. BARS @ 8" O/C

4'-0" 4'-0"

2" 22"

32-1/4" (TYP.)

26"

#6 REINF. BARS CONT., TYP. TOP & BOTTOM

8' -0

3' -0

7' -0

6" - 2A MOD. PENNDOT (GRADE VARIES)

COMPACTED BACKFILL

2"

16"

6" - 2A MOD. PENNDOT (GRADE VARIES)

T.O.W. ELEV. = 546.00'

COMPACTED BACKFILL

UNDISTURBED EARTH

RAILING

SEE DETAIL

SCALECHECKED BY

DRAWING NO.DRAWN BY

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

42160083

FIG-CONSTRUCT BUILDING

FOR RANGE MAINTENANCE

AREA 24, RANGE ROAD, FT. INDIANTOWN GAP

EAST HANOVER TWP., LEBANON CO., ANNVILLE, PA

NOTES & DETAILS

K. LLOYD

DATE

30 MAY 2025

R. DAUTRICH AS NOTED

C.3.0

C.3.0

1 FILTER SOCK (TYP.)

NOT TO SCALE

C.3.0

2 CONSTRUCTION ENTRANCE (TYP.)

NOT TO SCALE

EROSION & SEDIMENTATION CONTROL NOTES

C.3.0

5 RAILING DETAIL

NOT TO SCALE

C.3.0

4 RETAINING WALL - SECTION

NOT TO SCALE

SHOP / ASSEMBLY AREA

8' W X 8' H

2,674 SQFT

UTILITY

24 SQFT

ELECTRICAL

62 SQFT

SMALL PROJECTS

304 SQFT

DUST

COLLECTION

92 SQFT

AIR COMP.

51 SQFT

WOOD SHOP

2,432 SQFT

MILL / LATHE

388 SQFT

BREAK ROOM

300 SQFT

IT / COM

54 SQFT

CORRIDOR

415 SQFT

OFFICE 3

150 SQFT

OFFICE 2

150 SQFT

102MEN'S R.R.

120 SQFT

JANITOR

37 SQFT

WOMEN'S R.R.

77 SQFT

OFFICE 1

110 SQFT

OFFICE 4

110 SQFT

MECHANICAL

97 SQFT

MILL / LATHE

BELOW

CONTROLLED STORAGE

401 SQFT

OPEN STORAGE MEZZANINE

906 SQFT

SHOP / ASSEMBLY

BELOW

108107106105

125126102

110111112

11 12

S.3.1

A.2.1

D O

W N

3 3 3 3 3 3

FINISH FLOOR ELEVATION 545.5'

WINDOWS TO BE MIRRORED ON

OPPOSITE SIDE OF BUILDING. SAME

HEIGHT

WINDOWS TO BE MIRRORED ON

OPPOSITE SIDE OF BUILDING. SAME

HEIGHT

5'-4" X 5' X 4" CONCRETE PAD -6"

B.F.F. SEE S.4.1 DETAIL 12

27'-7" X 5' X 4" CONCRETE PAD 0"

B.F.F. SEE S.4.1 DETAIL 11

25'-2" X 5' X 6" CONCRETE PAD -0"

B.F.F. SEE S.4.1 DETAIL 11

7'-4" X 5' X 4" CONCRETE PAD -6"

B.F.F. SEE S.4.1 DETAIL 12

CONCRETE BOLLARDS TYP. SEE

S.1.1 DETAILS 7 & 8

S.3.1

33'-2" X 5' X 4" CONCRETE STOOP

0" A.F.F. SEE S.4.1 DETAIL 8

HEIGHT VARIES TO GRADE

F.E.C.

A.3.1

A.2.1

A.2.1

A.2.1

S.3.1 1

A.3.1

S.3.1

A.3.1

S.1.1

S.3.1

S.3.1

S.3.1

S.3.1

6' REMOVABLE RAILING

E.W.S.

E.W.S.E.W.S.

W

ATER

FILLIN

G

F.E.

F.E.

F.E.

F.E.

F.E.C.

F.E.C.

INDUSTRIAL WORK BENCH

P1P2P3P5 P4

P6

P-LAM CABINETS SEE A.3.1 DETAIL 6

A.3.1

5'-4" X 5' X 4" CONCRETE PAD -6"

B.F.F. SEE S.4.1 DETAIL 12

4' X 10' CONCRETE MECH.

EQUIPMENT PAD SEE S.4.1 DETAIL

REFERENCE NORTH

N43

8" CMU

PAINTED

CEILING

STRUCTURE

ACT ACT

8" GYP.

BOARD

8" GYP.

BOARD

6" MTL. STUD

@ 16" O.C.

CEILING

STRUCTURE

ACT ACT

8" GYP.

BOARD

8" GYP.

BOARD

6" MTL. STUD

@ 16" O.C.

CEILING

STRUCTURE

6" BATT.

INSULATION

ACT ACT

16" OSB

PAINTED

8" GYP.

BOARD

6" MTL. STUD

@ 16" O.C.

CEILING

STRUCTURE

ACT ACT

8" GYP.

BOARD

6" MTL. STUD

@ 16" O.C.

CEILING

STRUCTURE

ACT

16" OSB

PAINTED

16" OSB

PAINTED

6" MTL. STUD

@ 16" O.C.

CEILING

STRUCTURE

ACT

8" GYP.

BOARD

6" MTL. STUD

@ 16" O.C.

CEILING

STRUCTURE

METAL

WALL

PANEL

METAL

WALL

PANEL

6" STR. STL.

STUD (14 GA.)

@ 16" O.C.

ROOF

STRUCTURE

METAL

WALL

PANEL

EXTERIOR METAL

WALL PANEL

BUILDING

INSULATION RIGID BUILDING

COLUMN

8" SHOT BLAST CMU

OR 8" CMU PAINTED

EXTERIOR METAL

WALL PANEL

BUILDING

INSULATION RIGID BUILDING

COLUMN

8" SHOT

BLAST CMU

1" AIR GAP AND

VAPOR BARRIER 6" MTL. STUD

@ 16" O.C.

8" GYP.

BOARD

16" OSB

PAINTED

ROOF

STRUCTURE

METAL

WALL

PANEL

6" BATT.

INSULATION

6" BATT.

INSULATION

ACT

16" OSB

PAINTED

6" MTL. STUD

@ 16" O.C.

CEILING

STRUCTURE

METAL

WALL

PANEL

INTERIOR METAL

WALL PANEL

8 COURSE

8" CMU PAINTED

6" STR. STL.

STUD (14 GA.)

@ 16" O.C.

CONCRETE MASONRY UNITS

LANDSCAPING FABRIC

INSULATED WALLS

FULL HEIGHT/INSULATED WALLS

CONCRETE

GYP. BOARD

EARTH

GRAVEL

BATT INSULATION

GLASS

CMU - ELEVATION

LEGEND

SYMBOLS

X

X

DOOR TYPE SYMBOL

WINDOW TYPE SYMBOL

OPENING TYPE SYMBOLS

X

AXXX

X

X

AXXX

AXXX

WALL SECTION REFERENCE

DETAIL REFERENCE

ELEVATION REFERENCE

SHEET WHERE SECTION IS DRAWN

SECTION NUMBER

DETAIL NUMBER

SHEET WHERE DETAIL IS DRAWN

SHEET WHERE ELEVATION IS DRAWN

ELEVATION NUMBER

X

AXXX

BUILDING SECTION REFERENCE

SHEET WHERE SECTION IS DRAWN

SECTION NUMBER

ROOM LABEL

ROOM NAME

#### SQFT

F.E.

F.E.C.

FIRE EXTINGUISHERS

FIRE EXTINGUISHER & CABINET

WALL HUNG FIRE EXTINGUISHER

CONSTRUCTION NOTES:

1. THE JOB SITE SHALL BE MAINTAINED IN A NEAT AND ORDERLY CONDITION AND KEPT FREE FROM

ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. IT IS THE

RESPONSIBILITY OF EACH CONTRACTOR TO DISPOSE THEIR MATERIALS INTO THE DUMPSTERS.

2. ALL CONTRACTORS SHALL COORDINATE THEIR WORK, AND COOPERATE WITH OTHER TRADES.

3. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR INSTALLING ALL NECESSARY BLOCKING, SHIMS, CAULKING ALL AROUND, BACKING FOR FIXTURES, EQUIPMENT AND ACCESSORIES PERTAINING TO THEIR TRADE.

COORDINATION OF TRADES IS REQUIRED.

4. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONNECTIONS UNDER ITS INDIVIDUAL DISCIPLINE, UNLESS OTHERWISE NOTED ON DRAWING(S) OR WITHIN THE SPECIFICATIONS.

5. PROPOSED LOCATIONS OF ALL ROOF PENETRATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR TO

INSURE PENETRATIONS DO NOT PENETRATE THROUGH ROOF RIDGE TRIM.

6. CONTRACTOR(S) SHALL COORDINATE ALL PENETRATIONS AND MATERIAL RUNS TO VERIFY THE LOCATIONS DO

NOT CONFLICT OTHER TRADES.

7. LOCATION FOR ALL EQUIPMENT NOT DIMENSIONED.

8. C.M.U. HATCHING ON DRAWINGS MAY NOT REPRESENT ACTUAL LOCATION OF BLOCK COURSING.

9. ALL STUD WALLS SHALL EXTEND A MIN. 6" ABOVE CEILING HEIGHT.

10. RESTROOMS AND JANITOR CLOSET TO RECEIVE MOISTURE/MILDEW RESISTANT (GREEN BOARD) GYPSUM WALL

BOARD, F.R.P. ON ALL WALLS FULL HEIGHT AND MOISTURE RESISTANT CEILING TILES.

11. 6' WIDE SECTION OF REMOVABLE RAILING ON EDGE OF MEZZANINE RAILING ABOVE DOOR 120.

12. SMALL PROJECTS (ROOM 116) SHALL HAVE FIRE PROOFING AT ALL PENETRATIONS AND RECEIVE 90 MIN FIRE

RATED DOORS.

13. CAP DECK HEIGHT ABOVE ROOMS 114, 115, 116, 117, AND 118 SHALL MATCH THE DECK HEIGHT OF THE MEZZANINE. ALL METAL PANELING ON INSIDE OF EXTERIOR WALLS EXPOSED TO THE SHOP/ASSEMBLY AREA

SHALL HAVE A TOP HEIGHT MATCHING THE MEZZANINE DECK HEIGHT.

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

DESCRIPTION

Professional's Signature DateProfessional'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

DATENO.

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

REVISIONS

42160083

FTIG-CONSTRUCT BUILDING

FOR RANGE MAINTENANCE

AREA 24, RANGE RD. FORT INDIANTOWN GAP

PROPOSED FLOOR PLAN

J. KAHL 30 MAY 2025

M. MORRIS AS NOTED

A.1.1

SCALE: 3/16" = 1'-0"

FIRST FLOOR PLAN

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

MEZZANINE PLAN

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

UPPER WINDOWS

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

WALL TYPES

1.1A

AutoCAD SHX Text

FU_COLD

AutoCAD SHX Text

FU_HOT

AutoCAD SHX Text

FU_WASTE

AutoCAD SHX Text

FU_TOTAL

AutoCAD SHX Text

FIXT_CODE

AutoCAD SHX Text

PLASMA CUTTER

AutoCAD SHX Text

MIG WELDER

AutoCAD SHX Text

TIG WELDER

AutoCAD SHX Text

STICK WELDER

AutoCAD SHX Text

CHOP SAW

AutoCAD SHX Text

PORTABLE

AutoCAD SHX Text

ROD OVEN

UNA NOCHE MUY DE NOCHE CUANDO MAS BRILLABA EL SOL, VI UNA MANADA DE CERDOS SALTANDO DE FLOR EN FLOR

31'-8"

'-91 2"

'-61 2"

18'-71 4"

'-43 8"

82'-912"

'-1

05 16

'-1

05 16

59'-8"

8'- 83 8"

'-1

15 8"

'-0

3'- 0"

7'- 8"

8'-0"

16'-11"

10'-6" 5'-93 4"

15'-1158"

18'-0"

'-61 2"

7'-23 8"

34'-6" 11'-4" 36'-1112"

6'- 37 16

6'- 53 16

5'-

1013…