Range 7 Modernization
| Location: | Pennsylvania |
|---|---|
| Posted: | Apr 16, 2026 |
| Due: | May 14, 2026 |
| Agency: | State Government of Pennsylvania |
| Type of Government: | State & Local |
| Category: |
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| Solicitation No: | 6100065848 |
| Publication URL: | To access bid details, please log in. |
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General Information |
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Department for this solicitation: |
Procurement | ||||||
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Date Prepared: |
04/16/26 |
Types: |
R3-RFQ | ||||
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Advertisement Type: |
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Solicitation/Project#: |
6100065848 |
Solicitation/Project Title: |
Range 7 Modernization | ||||
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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. |
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Department Information |
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Department/Agency: |
Department of Military and Veterans Affairs |
Delivery Location: |
Range 7 Fort Indiantown Gap Annville Pa 17003 5002 |
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County: |
Lebanon |
Duration: |
240 days |
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Contact Information |
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First Name: |
Tina |
Last Name: |
Rebuck |
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Phone Number: (XXX-XXX-XXXX) |
717-861-8794 |
Email: |
trebuck@pa.gov |
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Solicitation Information |
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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. |
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Solicitation Start Date: |
04/16/26 | ||
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Solicitation Due Date: |
05/14/26 |
Solicitation Due Time: |
2:00 PM |
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Solicitation Opening Date: |
05/14/26 |
Solicitation Opening Time: |
2:01 PM |
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Opening Location: |
Bids Will Be Opened By 2 Dmva Representatives | ||
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No. of Addendums: |
0 | ||
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Amended Date: |
04/16/26 |
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
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