Project Information

Bid Title

Range 7 Modernization

Issuing Agency

State Government of Pennsylvania

Location

Pennsylvania

Published Date

Apr 16, 2026

Closing Date

May 14, 2026

Government Level

State & Local

Status

Closed

Ref. #

6100065848

Original Source

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Bid Inquiries

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Bid Documents

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Project Description

General Information
Department for this solicitation:	Procurement
Date Prepared:	04/16/26	Types:	R3-RFQ
Advertisement Type:	Service Materials Service & Materials PW Construction Agency Construction Real Estate
Solicitation/Project#:	6100065848	Solicitation/Project Title:	Range 7 Modernization
Description:	FORT INDIANTOWN GAP IS NOW ACCESS CONTROLLED. PLEASE MAKE SURE YOU HAVE A CURRENT DRIVERS LICENSE, PASSPORT, ETC. FOR IDENITY PROOFING. YOU MUST STOP AT THE VISITORS CENTER TO OBTAIN A DAY PASS THAT WILL ALLOW YOU ON BASE THE DAY OF THE SITE VISIT. IF YOU HAVE ANY QUESTIONS, PLEASE EMAIL ME AT TREBUCK@PA.GOV. This PROJECT IS A STANDARD LOW BID PROJECT and includes:  GENERAL CONSTRUCTION, HVAC, AND ELECTRICAL SERVICES. The work under this Contract shall generally consist of, but not necessarily be limited to, providing all labor, material, devices, tools and equipment required for the construction of new 512 SF, two-story, Range Tower located at Range 7 on Fort Indiantown Gap Pennsylvania National Guard Training Center, Annville, Lebanon County, PA and shall be in total accordance with the specifications and drawings and subject to the terms and conditions of all other Contract Documents. ESTIMATED RANGE: General Construction - $800,001.00 - $1,000,000.00, HVAC - $20,001.00 - $50,000.00, and Electrical - $200,001.00 - $400,000.00 ESTIMATED RANGE: Liquidated Damages: General Construction - $270.00 per day, HVAC - $60.00 per day, and Electrical - $130.00 per day MANDATORY PRE-BID CONFERENCE:  The Pre-Bid Conference will take place on Wednesday April 29, 2025, at 11:00AM at Building 11-12 (map in bid docs), Lebanon County, PA. ALL POTENTIAL BIDDERS MUST BE PRESENT TO SUBMIT A BID SUBMISSION. Questions are due back by COB 3:30PM EST on May 4, 2026. DATE FOR RECEIVING BIDS IS May 14, 2026, AT 2:00P.M. There is no Small Business goal setting on this project. BIDS FOR THIS PROJECT WILL ONLY BE ACCEPTED ELECTRONICALLY THROUGH WWW.PASUPPLIERPORTAL.STATE.PA.US. Any questions with the PA Supplier Portal must go through the Help Desk at 877-435-7363.

Department Information
Department/Agency:	Department of Military and Veterans Affairs	Delivery Location:	Range 7  Fort Indiantown Gap  Annville  Pa 17003 5002
County:	Lebanon	Duration:	240 days

Contact Information
First Name:	Tina	Last Name:	Rebuck
Phone Number: (XXX-XXX-XXXX)	717-861-8794	Email:	trebuck@pa.gov

Solicitation Information
Bids must be received by the purchasing agency on the Solicitation Due Date no later than the Solicitation Due Time as set forth in the solicitation. Any conflict between the dates and/or times contained in the solicitation itself or its attachments and this advertisement shall be resolved in favor of the solicitation.
Solicitation Start Date:	04/16/26
Solicitation Due Date:	05/14/26	Solicitation Due Time:	2:00 PM
Solicitation Opening Date:	05/14/26	Solicitation Opening Time:	2:01 PM
Opening Location:	Bids Will Be Opened By 2 Dmva Representatives
No. of Addendums:	0
Amended Date:	04/16/26

Related Solicitation Files

Original Files 42260051_Range 7 Modernization_DWGS.pdf 42260051_Range 7 Modernization_SPECS.pdf FTIG Area_Maps_9_11_letter.pdf General Conditions to the Construction Contract DMVA 2024 v6.docx Instructions to Bidders DMVA - 2024.docx Notice to Bidders.docx Wage Rates.pdf Bid docs to be returned.pdf

Attachment Preview

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA

CODE APPROVALS

JOSH SHAPIRO, GOVERNOR

MAJOR GENERAL JOHN R. PIPPY, THE ADJUTANT GENERAL

PROJECT NO.: 42260051

RANGE 7 MODERNIZATION

FORT INDIANTOWN GAP WARRIOR TRAINING GROUNDS

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

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

GENERAL PLANS

NO.

NAME

G1.0 COVER SHEET

INDEX TO DRAWINGS

GENERAL CONSTRUCTION CONTRACT (.1)

CIVIL DRAWINGS

NO.

NAME

C1.0 EXISTING/DEMO SITE PLAN

C2.0 NEW SITE/E&S PLAN

C3.0 CIVIL/E&S NOTES & DETAILS

ARCHITECTURAL DRAWINGS

NO.

NAME

A1.1

A1.2

A2.1

PROJECT NO.: 42250097

PLANS AND DETAILS

STRUCTURAL DETAILS

SPECIFICATIONS

HAVC CONTRACT (.2)

HVAC DRAWINGS

NO.

NAME

PROJECT NO.: 42250097

M1.1 MECH. PLANS AND DETAILS

ELECTRICAL CONTRACT (.4)

ELECTRICAL DRAWINGS

NO.

NAME

E0.1

E1.1

E1.2

E1.3

E2.1

E3.1

E4.1

PROJECT NO.: 42260051

DEMOLITION PLAN

POWER & LIGHTING PLAN

POWER & LIGHTING PLAN

POWER & LIGHTING PLAN

COMMUNICATION PLAN

SCHEDULES AND DETAILS

SPECIFICATIONS

COUNTY LOCATION MAP

Erie

Crawford

Warren

McKean

Potter

Tioga

Bradford

Susquehanna

Wayne

Mercer

Lawrence

Venango

Forest

Clarion

Jefferson

Beaver

Butler

Armstrong

Indiana

Cameron

Elk

Wyoming

Lacka-

Sullivan

wanna

Pike

Lycoming

Clinton

Clearfield

Centre

Union

Columbia

Mon-

tour

Luzerne

Carbon

Monroe

Snyder

Northum-

berland

Schuylkill

Mifflin Juniata

North-

ampton

Lehigh

Allegheny

Washington

Westmoreland

Cambria

Blair

Huntingdon

Perry

Dauphin

Lebanon

Cumberland

Berks

Bucks

Montgomery

Greene

Fayette

Somerset

Bedford

Fulton

Franklin

Adams

York

Lancaster

Chester

Philadelphia

Delaware

NO SCALE

VICINITY MAP

PROJECT

SITE

CAMPUS LAYOUT

PROJECT

SITE

REVISIONS

NO.

DESCRIPTION

DATE

Professional's Signature

Date Professional's Signature

Date

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

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

DMVA PROJECT NO.: 42260051

RANGE 7

MODERNIZATION

FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COVER SHEET

DRAWN BY

J. NYE

CHECKED BY

K. LLOYD

DATE

30 MAR. 2026

SCALE

AS NOTED

DRAWING NO.

G1.0

N

(485')

(480')

(478')

(478')

(477')

(480')

(480')

(483')

(482')

(481')

(479')

(478')

(477')

(480')

(477')

(475')

(477')

(480')

(474')

(479') (478')

(477')

(476')

(475')

(474')

(473')

(473')

EDGE OF GRAVEL

(478')

EDGE OF EXG. GRAVEL

EXG. LANE 1

EXG. LANE 2

EDGE OF GRAVEL

EXG. LANE 3

Eux

(479')

(480')

EXG. LANE 4

EXG. LANE 5

Eux

Eux

EDGE OF GRAVEL

EXG. LANE 6(476')

EXG. LANE 7

Eux

EXG. LANE 8

EXG. LANE 9

EXG. RANGE

TOWER - T.B.R.

EXG. SIGN -

AMBULANCE

EXG. RAILROAD

TIES - T.B.R.

EXG. AMMO

FB.RFE.EA.K=D4O7W6.0N0B' LDG.

EXG. LANE 10

EXG. LANE 11

EXG. LANE 12

EXG. LANE 13

EXG. LANE 14

EDGE OF GRAVEL

EXG. LANE 15

EXG.

COVERED MESS

F.F.E. = 475.25'

(472')

(471')

EXG. CONCRETE

PAD

Cux

Eux

Cux

Eux

RANGE - 7 MODERNIZATION - EXISTING SITE PLAN

SCALE: 1" = 20'

SCALE IN FEET

20' 10' 0'

20'

40'

EXG. BLEACHER

ENCLOSURE

EXG. LATRINE

F.F.E. = 475.50'

BLDG.

Cux

Eux

Cux

Eux

E

CEuuxx

E

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 BY THE TRAINING SITE ENGINEERS, STATE PLANE COORDINATE

PA SOUTH, NAD83. FIG SURVEY MONUMENT #33, NORTHING = 402914.083',

EASTING = 2297863.839', ELEVATION = 462.784' (U.S. SURVEY FEET).

DEMOLITION NOTES

1. THE .1 GENERAL CONTRACTOR WILL DEMO EXISTING TOWER, THE .4

ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR DISCONNECTION

OF POWER AND COMMUNICATIONS, SEE .4 ELECTRICAL DRAWINGS AND

SPECIFICATIONS FOR POWER AND COMMUNICATION TERMINATION

REQUIREMENTS.

2. THE AGENCY (DMVA) WILL REMOVE EXISTING ELECTRONIC TARGET

MECHANISM FROM EACH EXG. TARGET ASSEMBLY. THE CONTRACTOR

WILL REMOVE AND DISPOSE OF ALL EXISTING CONCRETE AND

WOOD TARGET STRUCTURES OFF SITE.

3. THE CONTRACTOR WILL REMOVE ALL EARTHEN TARGET MOUNDS AND

RETAIN MATERIAL ONSITE FOR BACKFILLING AROUND NEW TARGET

STRUCTURES AND FIRING LANES.

PROJECT SITE

LOCATION MAP

SCALE: 1" = 2,000'

SITE / CIVIL LEGEND

EXISTING

450

SS

SS

SS

Eux

Ex

Ex

X

X

X

X

GAS

GAS

GAS

GAS

G

MH-SAN (EXG)

RIM = XXX.XX'

INV = XXX.XX'

447.75

BENCHMARK

PROPOSED

[450]

SS

SS

SS

E

E

E

E

E

E

E

X

X

X

X

X

GAS

GAS

GAS

GAS

G

MH-SAN (NEW)

RIM = XXX.XX'

INV = XXX.XX'

447.75

BENCHMARK

CONTOUR LINE

SANITARY SEWER

WATER LINE

ELECTRIC - UNDERGROUND

ELECTRIC - OVERHEAD

FENCELINE

COMMUNICATION - UNDERGROUND

NATURAL GAS

STORM SEWER

WATER VALVE

GAS VALVE

MANHOLE

SPOT ELEVATION

BENCHMARK ELEVATION

FLOW ARROW

UTILITY POLE

FIRE HAYDRANT

CONCRETE HATCH

YCO

T

G

C

YCO

T

G

C

E

TREE

POLE MOUNTED AREA LIGHTING

PENNDOT STANDARD GUIDE RAIL

WATERLINE CURB STOP

STORM INLET

SANITARY YARD CLEAN OUT

IRON PIN FOUND

IRON PIN SET (TO BE SET)

CONCRETE MONUMENT FOUND

CONCRETE MONUMENT SET

STONE PILE

BERNSTEIN MONUMENT

ELECTRICAL TRANSFORMER W/ VAULT

GENERATOR

COMMUNICATIONS MANHOLE

ELECTRIC PULL-BOX

BOLLARD

NO.

DESCRIPTION

DATE

REVISIONS

XXXXXXXX

Professional's Signature

Date

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

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

PROJECT NO.:

42260051

VERIFY SCALE

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

RANGE 7

MODERNIZATION

RANGE 7, RANGE RD., FT. INDIANTOWN GAP

UNION TWP., LEBANON CO., ANNVILLE, PENNSYLVANIA

0

1

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

EXISTING/DEMO SITE PLAN

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

DRAWN BY

K. LLOYD

CHECKED BY

D. SNOW

DATE

30 MAR 2026

SCALE

AS NOTED

DRAWING NO.

C1.0

N

(485')

(480')

LOD - PHASE 1

[480'] (478')

[479']

LIMIT OF AASHTO #67 &

GEOTEXTILE FABRIC

(478')

+/-1.60%

(477')

(480')

[478']

(480')

(483')

(482')

(481')

(479')

(478')

+/-1.33%

(477')

[477']

(477')

(475')

(480')

[476']

EROSION CONTROL 2

MATTE - CURLEX II C2.0

(480')

OR APROVED EQUAL

7,800 SF.

LOD - PHASE 2

LIMIT OF AASHTO #67 &

[475']

GEOTEXTILE FABRIC

(479') (478')

(477')

(476')

(475')

(474')

(474')

TARGET STRUCTURE

ASSEMBLY - TYP.

(473')

3

C3.0

(473')

(477')

[480']

EDGE OF GRAVEL

(479')

(480')

[479'] (478')

LOD - PHASE 1

EDGE OF GRAVEL

Eux

[478']

Eux

EDGE OF GRAVEL

[477']

LIMIT OF AASHTO #67 &

GEOTEXTILE FABRIC

(476')

Eux

Eux

NEW RANGE

TOWER

F.F.E. = 476.50'

[476']

BLDG. COR.

N - 408090.663'

E - 2301294.800'

ELEV. - 476.50'

EXG. SIGN -

AMBULANCE

BLDG. COR.

N - 408077.389'

E - 2301303.732'

ELEV. - 476.50'

[475']

EDGE OF EXG. GRAVEL

[474']

[473']

LOD - PHASE 2

EDGE OF GRAVEL

FIRING LANE STRUCTURE 4

ASSEMBLY - TYP.

C3.0

(472')

(471')

EXG. CONCRETE

PAD

CONSTRUCTION 2

ENTRANCE

C.3.0

EXG. AMMO

FB.RFE.EA.K=D4O7W6.0N0B' LDG.

EXG.

COVERED MESS

F.F.E. = 475.25'

Cux

Eux

Cux

Eux

RANGE - 7 MODERNIZATION - NEW SITE PLAN

SCALE: 1" = 20'

SCALE IN FEET

20' 10' 0'

20'

40'

EXG. BLEACHER

ENCLOSURE

EXG. LATRINE

F.F.E. = 475.50'

BLDG.

Cux

Eux

Cux

Eux

E

C

CEuuxx

E

101.71'

88.58'

75.46'

54.13'

41.01'

32.81'

22.97'

1 TARGET LAYOUT INFORMATION

C2.0 NOT TO SCALE

CONSTRUCTION NOTES

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

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

ENSURING CROSS-SECTIONS OF TOPSOIL, GRAVEL AND PAVED AREAS

MATCH DEPTHS, TYPES OF MATERIAL AND SPECIFICATIONS.

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

LOCATION ON FT. INDIANTOWN GAP, APPROXIMATELY 1 MILE FROM

PROJECT SITE.

3. ALL SITE MATERIALS WILL BE IN ACCORDANCE WITH PENNDOT

SPECIFICATION 408, MOST CURRENT VERSION AS OF 1 APRIL 2025

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

CONDUCTORS AND ALL OTHER ASSOCIATED ELECTRICAL WORK, TO

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

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

CONTRACTOR.

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

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

AND 32 SPECIFICATIONS.

6. THE SITE CONSTRUCTION WILL BE PHASED WHEREBY LANES 1-7 WILL BE

PHASE 1 AND LANES 8-15 WILL BE PHASE 2.

7. SEE NOTES ON SHEET C3.0 FOR APPLICATION OF SEEDING, MULCHING AND

FERTILIZER.

8. CONTRACTOR WILL KEEP ANY TEMPORARY STOCKPILES WITHIN THE LIMITS

OF DISTURBANCE FOR EACH PHASE.

PROJECT SITE

LOCATION MAP

SCALE: 1" = 2,000'

R-4 RIP RAP - 400 SF

D=18" W/ PENNDOT

CLASS 4-C WOVEN

GEOTEXTILE FABRIC

UNDERLAYMENT

COMPOSITE SOCK

FILTER TRAP

5

C3.0

E&S LEGEND

2

EROSION CONTROL MATTE C2.0

- L.O.D. -

COMP. FILTER TRAP

LIMIT OF

DISTURBANCE

CONST. ENTRANCE

5

C3.0

2

C3.0

THE AREA OF DISTURBANCE

PHASE 1 = 35,992 SF, 0.80 AC

PHASE 2 = 34,453 SF, 0.79 AC.

IMPERVIOUS AREA INCREASE = 1,780 SF, 0.04 AC

SITE / CIVIL LEGEND

EXISTING

450

SS

SS

SS

PROPOSED

[450]

SS

SS

SS

Eux

Ex

Ex

X

X

X

X

GAS

GAS

GAS

GAS

E

E

E

E

E

E

E

X

X

X

X

X

GAS

GAS

GAS

GAS

G

MH-SAN (EXG)

RIM = XXX.XX'

INV = XXX.XX'

447.75

BENCHMARK

G

MH-SAN (NEW)

RIM = XXX.XX'

INV = XXX.XX'

447.75

BENCHMARK

YCO

YCO

T

T

G

G

C

C

E

CONTOUR LINE

SANITARY SEWER

WATER LINE

ELECTRIC - UNDERGROUND

ELECTRIC - OVERHEAD

FENCELINE

COMMUNICATION - UNDERGROUND

NATURAL GAS

STORM SEWER

WATER VALVE

GAS VALVE

MANHOLE

SPOT ELEVATION

BENCHMARK ELEVATION

FLOW ARROW

UTILITY POLE

FIRE HAYDRANT

CONCRETE HATCH

TREE

POLE MOUNTED AREA LIGHTING

PENNDOT STANDARD GUIDE RAIL

WATERLINE CURB STOP

STORM INLET

SANITARY YARD CLEAN OUT

IRON PIN FOUND

IRON PIN SET (TO BE SET)

CONCRETE MONUMENT FOUND

CONCRETE MONUMENT SET

STONE PILE

BERNSTEIN MONUMENT

ELECTRICAL TRANSFORMER W/ VAULT

GENERATOR

COMMUNICATIONS MANHOLE

ELECTRIC PULL-BOX

BOLLARD

NO.

DESCRIPTION

DATE

REVISIONS

Professional's Signature

Date

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

2

C2.0

DESIGN PROFESSIONALS:

VEGETATED CHANNEL

NOT TO SCALE

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

PROJECT NO.:

42260051

VERIFY SCALE

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

RANGE 7

MODERNIZATION

RANGE 7, RANGE RD., FT. INDIANTOWN GAP

UNION TWP., LEBANON CO., ANNVILLE, PENNSYLVANIA

0

1

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

NEW SITE / E&S PLAN

XXXXXXXX

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

DRAWN BY

K. LLOYD

CHECKED BY

D. SNOW

DATE

30 MAR 2026

SCALE

AS NOTED

DRAWING NO.

C2.0

1-0 GENERAL NOTES

1. At least 10 days before starting any earth disturbance activities,

the contractor shall invite all Guardsmen and maintenance

personnel involved in those activities, the landowner, all

appropriate municipal officials, the erosion and sedimentation

control plan preparer, and a representative of the Lebanon

Conservation District at 717-277-5275 to schedule an on-site

pre-construction meeting. Also, at least 3 days before starting any

earth disturbance activities, the contractor shall notify the

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

utilities location.

2. Before implementing any revisions to the approved erosion and

sediment control plan or revisions to other plans which may affect

the effectiveness of the approved E&S control plan, the contractor

receive written approval of the revisions from the Lebanon

Conservation District.

3. The contractor shall remove from the site, recycle or dispose of all

waste materials (tree stumps, brush etc.) in accordance with the

Department's Solid Waste Management Regulations at 25 PA

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

4. Before disposing of soil or receiving borrow for the site, the

contractor must assure that each spoil or borrow area has an

erosion and sediment control plan approved by the Lebanon

Conservation District, and which is being implemented and

maintained according to Chapter 102 regulations. The contractor

shall also notify the Lebanon Conservation District in writing of all

receiving spoil and borrow areas when they have been identified.

5. Only limited disturbance will be permitted to provide access to

construct construction BMPs.

6. Erosion and sedimentation controls must be constructed,

stabilized, and functional before site disturbance within the

tributary areas of those controls.

7. After final site stabilization has been achieved, temporary erosion

and sedimentation controls must be removed. Areas disturbed

during removal of the controls must be stabilized immediately.

8. At the end of each working day, any sediment tracked or

conveyed onto a public roadway will be removed and redeposited

onto the construction site. Removal can be completed through

use of mechanical or hand tools, but must never be washed off

the road by use of water.

9. Sediment removed from E&SPC controls & facilities shall be

disposed of in landscaped areas outside of steep slopes,

wetlands, floodplains or drainage swales and immediately

stabilized, or placed in topsoil stockpiles.

10. All pumping of sediment laden water shall be through a dirt bag

filtration device, or equivalent sediment removal facility, over

non-disturbed vegetated areas. Discharge points should be

established to provide for maximum distance to active waterways.

11. Should unforeseen erosive conditions develop during construction,

the contractor shall take immediate action to remedy such

conditions and to prevent damage to adjacent properties as a

result of increased runoff and/or sediment displacement.

Stockpiles of wood chips, hay bales, crushed stone and other

mulches shall be held in readiness to deal immediately with

emergency problems of erosion.

12. The contractor is advised to become thoroughly familiar with the

provisions of the Appendix 64, Erosion Control Rules and

Regulations, Title 25, Part 1, Department of environmental

Protection, Subpart C, Protection of Natural Resources, Article III,

Water Resources, Chapter 102, Erosion Control.

13. A copy of this erosion and sedimentation control report and plans

must be posted at the construction site.

14. Failure to correctly install sediment control facilities or failure to

prevent sediment laden runoff from leaving the construction site

or failure to take corrective actions to immediately resolve failures

of sediment control facilities may result in administrative, civil

and/or criminal penalties being instituted by the Pennsylvania

Department of Environmental Protection as defined in Section 602

of the Clean Streams Law of Pennsylvania. The Clean Streams

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

$10,000 in summary criminal penalties, and up to $25,000 in

misdemeanor criminal penalties for each violation.

2-0 STABILIZATION NOTES

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

2:1 or flatter.

2. Upon completion of an earth disturbance activity or any stage or

phase of an activity, the contractor shall stabilize immediately the

disturbed areas to protect from accelerated erosion. During

non-germinating periods, mulch must be applied at the specified

rates. Disturbed areas which are not at finished grade and which

will be redisturbed within 1 year may be stabilized in accordance

with temporary seeding specifications. Disturbed areas, which are

either at finished grade or will not be redisturbed within 1 year,

must be stabilized in accordance with permanent seeding

specifications.

3. Stockpiles must be stabilized immediately.

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

per acre.

5. Until the site has achieved final stabilization the contractor shall

properly implement, operate and maintain all the best

management practices. Maintenance shall include inspections of

all erosion and sedimentation control after each runoff event and

on a weekly basis. All preventative and remedial maintenance

work, including clean out, repair, replacement, regrading,

reseeding, remulching, and renetting, must be performed

immediately.

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

when it has a minimum uniform 70% perennial vegetative cover or

other permanent non-vegetative cover with a density sufficient to

resist accelerated surface erosion and subsurface characteristics

sufficient to resist sliding or other movements.

7. Mulch with mulch control netting or erosion control blankets must

be installed on all slopes greater than 3:1.

2-1 COMPOST FILTER SOCK

1. Compost sock should be placed parallel to contours with both

ends of the sock extended upslope at a 45 degree angle to the

rest of the sock to prevent end-arounds.

2. Socks placed on earthen slopes should be anchored with stakes

driven through the center of the sock or immediately down slope

of the sock as per detail.

3. Any section of compost sock, which has been undermined or

topped, must be immediately replaced.

3-0 CONSTRUCTION SEQUENCE NOTES

1. All earth disturbance activities shall proceed in accordance with

the following sequence. Each stage shall be completed in

compliance with Chapter 102 regulations before any following

stage is initiated. Clearing and grubbing shall be limited only to

those areas described in each stage.

2. Flag the limit of disturbance, Phase 1 & 2.

3. Install compost filter sock as per plan, Phase 1 & 2.

4. Mobilize construction equipment.

5. Clear and grub the site within the limits of disturbance, Phase 1.

6. Strip topsoil & target mounds and stockpile and stabilize, Phase 1.

7. Excavate for site improvements, place AASHTO #67 and

Geotextile Fabric Phase 1.

8. Install Target & Firing Lane Assembly's, backfill with soil, Phase 1.

9. Place topsoil, seed, fertilizer and mulch, Phase 1.

10. After site is stabilized , remove temporary BMP's.

11. Clear and grub the site within the limits of disturbance, Phase 2

12. Strip topsoil & target mounds and stockpile and stabilize, Phase 2.

13. Excavate for site improvements, Phase 2

14. Install target & Firing Assemblies, backfill with soil, Phase 2.

15. Place topsoil, seed, fertilizer and mulch, Phase 2.

16. After site is stabilized, remove temporary BMP's.

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 --

3.2. Fertilizer

--

50 pounds per 1,000 square feet

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 -

2.2. Fertilizer

-

275 pounds per 1,000 square feet

25 pounds per 1,000 square feet

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

4. Note: If agricultural lime and fertilizer have been applied

previously to the ground where the permanent seed is to be

applied, the lime and fertilizer rates shall be reduced by the

amount by what has been applied previously.

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

applied as follows:

6. FTIG ITAM Mix (requires proper legume inoculants)

6.1. 10% Annual Ryegrass

6.2. 25% Perennial Regrass

6.3. 20% Medium Ryegrass

6.4. 10% White Ladino Clover

6.5. 10% White Dutch Clover

6.6. 10% Vernal Alfalfa

6.7. 10% Norcen Birdsfoot Trefoil

6.8. 5% Crimson

7. PENNDOT Formula L Low Grow Mix

7.1. 35% Creeping Red Fescue

7.2. 27.5% Defiant Hard Fescue

7.3. 27.5% Stonehenge Fescue

7.4. 10% Annual Ryegrass

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

requires inoculant)

8.1. 20% White Ladino Clover

8.2. 10% Medium Red Clover

8.3. 10% Mammoth Red Clover

8.4. 10% White Dutch Clover

8.5. 10% Alsike Clover

8.6. 20% Vernal Alfalfa

8.7. 10% Norcen Birdsfoot Trefoil

8.8. 10% Crimson Clover

8.9. *All mixtures given above are for PLS - Pure Live Seed

100%. To calculate PLS, the percentage of pure seed is

multiplied by the percentage of germination, and the product

is divided by 100. (85% pure seed x 72% germination)

divided by 100 = 61% PLS. To determine how much seed to

plant, divide the percentage into 100. Example: 100 divided

by 61 = 1.63. Thus, every pound of seed mixture called for

should then be 1.63 lbs.

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

9.1. Materials: Straw, air-dried and free from undesirable seeds

and course materials. Application: 140 pounds per 1,000

square feet.

5.0 MAINTENANCE PROGRAM

5.1 Emergency Erosion Protection

1. If erosion does occur, the contractor shall repair and reseed those

areas or use other stabilization methods as required. The

contractor shall use jute, wood fiber, or other tie down filter netting

on top of the new seed as required, regardless of the slope of the

land.

2. Mulched areas shall be checked weekly and immediately after

severe storms for damage, until the mulching is no longer

necessary for protection against erosion. Damaged portions of

the mulch or tie down materials shall be repaired as soon as

discovered.

5.2 Periodic Inspection Program

1. The contractor will regularly inspect the Project's erosion and

sedimentation controls during the entire active construction

stages. The inspections will be performed weekly or after all

runoff events and the inspections shall be documented and

records of repairs keep on site. The contractor will be responsible

for the installation, operation, maintenance, and removal of all

erosion and sedimentation controls. All preventative and remedial

maintenance work, including clean out repair, replacement,

regrading, reseeding, remulching, and renetting must be

performed immediately. Sediment that has been trapped by the

silt soxx will be removed as required, and in all cases, before the

accumulation has reached half the height of the BMP. Compost

filter sock will be re-anchored, repaired, or replaced as necessary.

All other controls will be inspected on the same schedule. If

erosion and sediment control BMPs fail to perform as expected,

replacement BMPs, or modification of those installed will be

required.

5.3 Removal of Controls and Continuing Maintenance

1. All required temporary erosion and sedimentation controls shall

remain in place and be maintained until the area they protect has

been stabilized.

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

when it has a minimum uniform 70% perennial vegetative cover or

other permanent non-vegetative cover with a density sufficient to

resist accelerated surface erosion and subsurface characteristics

sufficient to resist sliding or other movements.

4.28'

3.28' (1M)

WATER FLOW

WORK AREA

STAKE ON 10' LINEAL SPACING

AREA TO BE PROTECTED

FILTREXX COMPOST SILTSOXX

OR APPROVED EQUAL

EXG. ASPHALT ROAD

50' (MIN.)

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

#1 ROCK

EXISTING

GROUND

MOUNTABLE

BERM (6" MIN.)

CLASS 4

PIPE AS

GEOTEXTILE MATERIAL NECESSARY

PROFILE

PROVIDE APPROPRIATE TRANSITION

BETWEEN STABILIZED CONSTRUCTION

ENTRANCE AND PUBLIC RIGHT-OF-WAY

PLAN

2" x 2" WOODEN STAKE

SIZE - SEE E&S PLAN

WORK AREA

AREA TO BE PROTECTED

SECTION

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

1

2

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.

1 FILTER SOCK (TYP.)

C3.0 NOT TO SCALE

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

3'

EXISTING GROUND

EXG. ASPHALT ROAD/PARKING LOT

PLAN

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

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.

MAINTENANCE:

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.

2 CONSTRUCTION ENTRANCE (TYP.)

C3.0 NOT TO SCALE

TIMBER STRUCTURE

6"

6"

PRE_CAST CONCRETE

TARGET STRUCTURE

18"

18"

NOTE: CONCRETE TARGET STRUCTURE PROVIDED BY GOVERNMENT.

CONTRACTOR TO PLACE CONCRETE TARGET STRUCTURES,

CONSTRUCT AND PLACE TIMBER ENCLOSURE. SEE ELECTRICAL

DRAWINGS FOR WIRE, CONDUIT AND JUNCTION BOX INSTALL.

1-1/2"

1-1/2"

UTILITY CUTOUTS

TOP VIEW

78"

66"

10-1/2"

FRONT VIEW

3 TARGET STRUCTURE ASSEMBLY - TYP.

C3.0 NOT TO SCALE

NOTE: ALL HOOK DIMENSIONS VARY

ISOMETRIC VIEW

6" X 6" TIMBER ENCLOSURE - TYP.

ENCLOSURE MUST BE CONSTRUCTED

WITH NO EXPOSED METAL FASTENERS.

FASTENERS MUST BE COUNTERSUNK OR

EMBEDDED. TOP TIMBER ROW MUST BE

6"

ABLE TO BE REMOVED/REPLACED.

WRAP EXTERIOR OF

TIMBER ASSEMBLY W/

WATER ICE SHIELD

FABRIC.

6"

60"

72

SIDE VIEW

NO.

DESCRIPTION

DATE

REVISIONS

TOP VIEW

FINISHED ELEVATION - VARIES

SOIL BACKFILL W/ 4" TOPSOIL

OVER ENTIRE SURFACE.

3.28'(1M)

PRESSURE TREATED WOOD FRAMED

RETAINING WALL. 4" x 4" TREATED

POSTS W/ 2" x 6" TREATED BOARDS.

ALL FASTENERS MUST BE EXTERIOR

GRADE.

LANE ENTRANCE

PENNDOT CLASS 1

GEOTEXTILE FABRIC

8" AASHTO #67 STONE

SCARIFY TOP 4"

NO GEOTEXTILE FABRIC

IN FIRING LANES

FRONT VIEW

4 FIRING LANE STRUCTURE ASSEMBLY - TYP.

C3.0 NOT TO SCALE

ATTACH WATER/ICE SHIELD FABRIC

TO EXTERIOR OF TREATED FRAME

STRUCTURE WHERE SOIL MEETS

FRAME STRUCTURE.

FINISHED ELEVATION - VARIES

FINISHED GRADE WILL BE TAPERED

DOWN-SLOPE TOWARD LANE

ENTRANCE, SEE SITE GRADING PLAN.

EXG. SUB-GRADE

SIDE VIEW

Professional's Signature

Date

5

C3.0

STANDARD CONSTRUCTION DETAIL #3-11

COMPOSITE SOCK SEDIMENT TRAP - TYP.

NOT TO SCALE

XXXXXXXX

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

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

PROJECT NO.:

42260051

VERIFY SCALE

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

RANGE 7

MODERNIZATION

RANGE 7, RANGE RD., FT. INDIANTOWN GAP

UNION TWP., LEBANON CO., ANNVILLE, PENNSYLVANIA

0

1

IF BAR IS NOT ONE (1) INCH LONG, CIVIL/E&S NOTES & DETAILS

ADJUST SCALE ACCORDINGLY

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

DRAWN BY

K. LLOYD

CHECKED BY

D. SNOW

DATE

30 MAR 2026

SCALE

AS NOTED

DRAWING NO.

C3.0

STANDING SEAM

METAL ROOF

12

4

TRUSS BEARING

+19-7"

FASCIA, GUTTER &

DOWNSPOUT

(COLOR TO MATCH

ROOF)

SHOT-BLAST C.M.U.

ALTERNATE COLORED

C.M.U. ACCENT BAND

SECOND FLOOR

+10'-8"

STANDING SEAM

METAL ROOF

12

4

TRUSS BEARING

+19'-7"

FASCIA, GUTTER &

DOWNSPOUT

(COLOR TO MATCH

ROOF)

SHOT-BLAST C.M.U.

SECOND FLOOR

+10'-8"

ALTERNATE COLORED

C.M.U. ACCENT BAND

FIRST FLOOR

0'-0"

EXTERIOR ELEVATION

SCALE: 1/4" = 1'-0"

A

A 1.1

STANDING SEAM

METAL ROOF

12

4

TRUSS BEARING

+19'-7"

FASCIA, GUTTER &

DOWNSPOUT

(COLOR TO MATCH

ROOF)

SHOT BLAST C.M.U.

SECOND FLOOR

+10'-8"

ALTERNATE COLORED

C.M.U. ACCENT BAND

EXTERIOR ELEVATION

SCALE: 1/4" = 1'-0"

B

A 1.1

STANDING SEAM

METAL ROOF

12

4

FASCIA, GUTTER &

DOWNSPOUT (COLOR

TO MATCH ROOF)

SHOT BLAST C.M.U.

ALTERNATE COLORED

C.M.U. ACCENT BAND

FIRST FLOOR

0'-0"

TRUSS BEARING

+19'-7"

SECOND FLOOR

+10'-8"

EXTERIOR ELEVATION

SCALE: 1/4" = 1'-0"

C

A 1.1

FIRST FLOOR

0'-0"

EXTERIOR ELEVATION

SCALE: 1/4" = 1'-0"

D

A 1.1

FIRST FLOOR

0'-0"

D.S. &

SPLASH

BLOCK

D

A1.1

4

C

A1.2

A1.1

#5 VERT.

BAR (TYP.)

ELECTRICAL ROOM

101

D.S. &

SPLASH

BLOCK

B

A1.1

D.S. &

SPLASH

BLOCK

A

F

D.S. &

SPLASH

BLOCK

17t @ 11"

16r @ 7"

UP

1'-0"

6'-5 1/2"

1'-4"

3'-4"

11'-4"

16'-0"

A

A1.1

FIRST FLOOR PLAN

SCALE: 1/4" = 1'-0"

6'-7"

1

A 1.1

4

A1.2

1'-4"

D.S.

C

A1.1

16'-0"

13'-4" M.O.

W1

S.S. COUNTER

LINE OF ROOF ABOVE

1'-4"

D.S.

D

B

A1.1

ROOF HIP TRUSSES MUST BEAR ON THESE WALLS

A1.1

CONTROL ROOM

201

A

#5 VERT.

F

BAR (TYP.)

D.S.

D.S.

5

A1.2

CODE ANALYSIS

APPLICABLE CODES:

BUILDING CODE

I.B.C 2018

STRUCTURAL CODE I.B.C 2018

MECHANICAL CODE I.M.C 2018

PLUMBING CODE

I.P.C 2018

ELECTRICAL CODE N.E.C 2018

OCCUPANCY CLASSIFICATION (IBC 302):

GROUP U (IBC 312) TOWERS

CONSTRUCTION CLASSIFICATION (IBC 602):

TYPE IIIB

BUILDING HEIGHT AND STORIES (IBC 503/504):

ALLOWABLE BUILDING HEIGHT:

55 FT

ALLOWABLE STORIES:

2 STORIES

ALLOW AREA DETERMINATION (IBC 506.2):

ALLOWABLE SF W/O SPRINKLER:

8,500 SF

ACTUAL BUILDING SQUARE FOOTAGE:

FIRST FLOOR

256 SF

SECOND FLOOR

256 SF

TOTAL BUILDING SQ. FT.

512 SF

FIRE-RESISTANCE RATINGS (IBC 601):

CONSTRUCTION TYPE

BUILDING ELEMENT

TYPE IIIB

FIRE RATING (HOURS)

BEARING WALLS

EXTERIOR

2

INTERIOR

0

NONBEARING WALLS/PARTITIONS

EXTERIOR

0

INTERIOR

0

FLOOR CONSTRUCTION

0

ROOF CONSTRUCTION

0

NUMBER OF EXITS (IBC 1006)

NUMBER OF EXISTS (PER FLOOR):

MAXIMUM OCCUPANCY/FLOOR:

MAX TRAVEL DISTANCE (NS):

1

5

75 FT

MATERIAL LEGEND

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

SYMBOL LEGEND

X

AX.X

X

AX.X

SECTION CUT

DETAIL INDICATOR

X

AX.X

ELEVATION (INTERIOR/EXTERIOR)

FLOOR

ELEVATION

FLOOR ELEVATION

ROOM NAME

101

ROOM IDENTIFICATION

W1

WINDOW TYPE

DOOR NUMBER

F

FIRE EXTINGUISHER

5/8" PLYWOOD W/ 20 GA.

STAINLESS STEEL SHEET TOP

AND EXPOSED EDGES. EXTEND

METAL OVER BLOCKING.

2'-0"

CONTINUOUS 2x6,

PRESSURE TREATED

21" PLYWOOD (PAINTED)

SUPPORT @ 3'-0" O.C.

CMU TOGGLE BOLTS

@ 2'-0" O.C.

WORK TOP DETAIL

SCALE: 1 1/2" = 1'-0"

3

A 1.1

2"

SEE

2"

SCHEDULE

FLUSH

FLOOR LINE

A

DOOR & FRAME TYPES

SCALE: 1/4" = 1'-0"

1

4

A 1.1

SIGNAGE GENERAL NOTES:

- ALL LETTERS & SYMBOLS TO BE

RAISED PANEL

- FONT TO BE 'ARIAL NARROW BT' &

SHOULD COMPLY WITH A.D.A.

GUIDELINES

- SEE PLANS FOR LOCATIONS

7 1/4"

EXIT SINGLE LAYER OF

"PLEXI"

BRAILE (TYP.)

SIGNAGE DETAIL

SCALE: 3" = 1'-0"

6

A 1.1

1 1/2"

BLKG.

1/4" SEALANT

2'-8 1/2"

2"

13'-4" M.O.

13'-0 1/2" UNIT DIMENSION

1'-4"

4'-0"

1'-4"

2"

2"

2"

2'-8 1/4"

2"

2"

1 1/2"

BLOCKING

1/4"

SEALANT

1 1/2"

BLKG.

7'-4" M.O.

1/4" SEAL. 7'-0 3/4"

UNIT DIMENSION

3'-3 1/4"

3'-3 1/4"

2"

2"

2"

1 1/2"

BLOCKING

1/4"

SEALANT

FLOOR LINE

W1

WINDOW TYPES

SCALE: 1/4" = 1'-0"

SLIDING

WINDOWS

W2

5

A 1.1

6'-5 1/2"

1'-4"

3'-4" M.O.

11'-4"

16'-0"

A

A1.1

SECOND FLOOR PLAN

SCALE: 1/4" = 1'-0"

2

A 1.1

DOOR AND FRAME SCHEDULE

DOOR

NO.

ROOM NAME

101-1 ELECTRICAL ROOM -101

201-1 CONTROL ROOM -201

HARDWARE SET 1

W

SIZE

H

T

DOOR

MAT'L

TYPE

GLASS

FINISH

LOUVER

WH

TYPE

MAT'L

FRAME

TYPE FINISH

HEAD

DETAILS

HRDWR. U.L.

JAMB THRESHOLD

RATING

SIGNAGE

3'-0"

7'-0"

1 3/4"

H.M.

A

PAINT - -

-

H.M.

1

PAINT

-

-

-

-

-

-

-

3'-0"

7'-0"

1 3/4"

H.M.

A

PAINT - -

-

H.M.

1

PAINT

-

-

-

-

-

-

-

REMARKS

NO.

DESCRIPTION

DATE

REVISIONS

HINGES: HEAVY DUTY, 5 KNUCKLE, FULL MORTISE

OPENING DEVICE: LEVER W/ KEYED CORE

LOCKING DEVICE: CYLINDRICAL LOCK W/

EXTERIOR LOCK AND PUSH BUTTON INTERIOR LOCK

GENERAL NOTES

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

DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK.

EXIT: TOUCH BAR

CLOSER: TOP SURFACE MOUNTED ON DOOR W/

120° PARALLEL ARM

DOOR SWEEP: NYLON BRUSH GASKET (SECURED

WITH FLAT ALUMINUM FLANGE, SURFACED

MOUNTED.

ROOM FINISH SCHEDULE

ROOM

NO.

ROOM NAME

101 ELECTRICAL ROOM

201 CONTROL ROOM

CEILING FINISHES:

1. PAINTED CMU

2. EXPOSED STRUCTURE

WALL FINISHES:

1. PAINTED C.M.U.

2. PAINTED GYPSUM WALL BOARD

3. UNFINISHED

FLOOR

1

1

BASE

-

VINYL

WALLS

CEILING

NORTH EAST SOUTH WEST MAT'L HEIGHT

3

3

3

3

2

8'-8" -

1

1

1

1

1

9'-6" -

FLOOR FINISHES:

1. EXPOSED CONCRETE: FINISHED, SEALED

REMARKS

FINISH NOTES:

1. VERIFY ALL FINISHES w/ OWNER AND ARCHITECT.

2. PROVIDE (1) COAT OF PRIMER AND (1) FINISH COAT MINIMUM FOR ALL GYP. BD.

SURFACES. CERTAIN COLORS MAY REQUIRE TINTED PRIMER AND ADDITIONAL COATS TO

ENSURE PROPER COVERAGE.

3. PROVIDE FINISHES THAT ARE CLASS 'C' OR BETTER.

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.

VERIFY SCALE

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

Professional's Signature

Date

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA

DESIGN PROFESSIONALS:

DEPARTMENT OF MILITARY AND VETERANS AFFAIRS

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BLDG. 0-10, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

PROJECT NO.:

42260051

RANGE 7

MODERNIZATION

FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

0

1

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

PLANS & DETAILS

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

DRAWN BY

J.NYE

CHECKED BY

K.LLOYD

DATE

DRAWING NO.

30 MAR. S026

SCALE

A1.1

AS NOTED

Commodity Codes

• NAICS 236220Commercial and Institutional Building Construction
• NAICS 238290Other Building Equipment Contractors

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