S02 VA813-028 IGNC Phase 5 Drawing_Sheets 1-10.pdf
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CASKET PLOTS CREMAIN PLOTS
PRE-PLACED
DOUBLE-DEPTH
CRYPTS (3'x8')
PRE-PLACED
OVERSIZED
CRYPTS (4'x10')
TRADITIONAL
BURIAL SITES
(4'x10')
IN-GROUND
CREMAIN SITES
(3'x3')
COLUMBARIUM
NICHES
TOTAL NUMBER
OF GRAVESITES
5,122 208 598 4,020 6,000 15,948
GRAVESITE YIELD SUMMARY
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street
Sewickley, PA
Phone: 412-287-7333 www.aeworks.com
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
AE WORKS®
B
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G001
COVER SHEET INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 RS AC
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
INDIANTOWN GAP NATIONAL CEMETERY
PHASE 5 DEVELOPMENT
RFP DOCUMENTS SUBMISSION
VA PROJECT NUMBER 813-028
LEBANON COUNTY, PENNSYLVANIA
PROJECT DIRECTORY
OWNER:
DEPARTMENT OF
VETERANS AFFAIRS
NATIONAL CEMETERY
ADMINISTRATION
WASHINGTON, DC 20420
(561) 441-4039
ARCHITECT/ENGINEER:
AE WORKS, LTD
418 BEAVER STREET
SEWICKLEY, PA 15143
(412) 287-7333
LANDSCAPE ARCHITECT/
MASTER PLANNER:
THE LA GROUP
40 LONG ALLEY
SARATOGA SPRINGS, NY
12866
(518) 587-8100 X233
VICINITY MAP
LOCATION MAP
CONTACT: TIFFANY HAILE
CONTACT: DAVID MARTINO
CONTACT: JOE SPORKO
CIVIL ENGINEER:
INTEGRITY FEDERAL SERVICES
148 S. QUEEN STREET, SUITE 201
MARTINSBURG, WV
25401
(304) 725-8456
CONTACT: JASON GERHART
GEOTECHNICAL
ENGINEER:
PENNONI
5072 RITTER RD.
SUITE 102
MECHANICSBURG, PA
17055
(717) 620-5925
CONTACT: TODD STAGER
IRRIGATION:
AQUA ENGINEERING
375 EAST HORSETOOTH RD.
BLDG. 2-202
FORT COLLINS, CO 80525
(970) 372-6104
CONTACT: BOB BECCARD
SURVEYING AND
STORMWATER DESIGN:
HONOR ENGINEER COMPANY
1100 N. MOUNTAIN RD. SUITE 1
HARRISBURG, PA
(717) 533-9077
CONTACT: JARED
HOCKENBERRY
JIM HARTMAN (SURVEYING)
NATURAL RESOURCES:
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET,
SUITE 4100
STONEHAM, MA 02180
(781) 275-6050 EXT 401
CONTACT: ANDREW
GLUCKSMAN
COMMISSIONING:
COMMANDER'S CONCEPTS
1173 RESEARCH WAY
FOREST, VA 24551
(713) 492-1922
CONTACT:
RICHARD DIDDAMS
U.S. Department of Veterans Affairs
U.S. Department of Veterans Affairs
STRUCTURAL ENGINEER:
BARBER & HOFFMAN, INC.
1659 PA-228
CRANBERRY TOWNSHIP, PA 16066
(724) 740848
CONTACT: MIKE MILLER
# Revisions Date
AE WORKS®
2/18/22
DWG 1 of 302
2/27/2022
02.18.22
02.18.22
02-18-2022
February 18, 2022
REGISTERED
AI
N A
VYS
N
N E
P
L
C O
M
M
O NWEALT
H O
F
PROFESSIONAL
WILLIAM DURYEA CAMERON
No. PE37283E
ENGINEER
PENNONI ASSOCIATES INC.
February 18, 2022
PENNONI ASSOCIATES, INC.
PENNONI ASSOCIATES, INC.
23-FEB-22
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street
Sewickley, PA
Phone: 412-287-7333 www.aeworks.com
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
AE WORKS®
B
IM
/C F
M -0
I G
A P
/C F
M -0
I G
A P
A
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L in k e d
M o d e l.
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:4
:1
P
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G002
SHEET INDEX INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 RS AC
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GENERAL
G001 COVER SHEET
G002 SHEET INDEX
G003 PERMIT MATRIX
SITE/CIVIL
CI707 COLUMBARIUM ELEVATIONS 7
CI708 COLUMBARIUM ELEVATIONS 8
CI709 COLUMBARIUM SECTION DETAILS
CI710 COLUMBARIUM DETAILS
CI711 COLUMBARIUM STONE DETAIL
CI712 COLUMBARIUM STONE CAP DETAILS 1
CI713 COLUMBARIUM STONE CAP DETAILS 2
CI714 COLUMBARIUM DRIP STRIP AND UNDER DRAIN DETAILS
GS100 GNSS - PLANS
SITE/CIVIL
GI002 CIVIL NOTES, LEGEND, AND ABBREVIATIONS
GI010 OVERALL CEMETERY PROPERTY PLAN
VL100 OVERALL EXISTING CONDITIONS PLAN
GI100 OVERALL SITE DEVELOPMENT PLAN - BASE BID
GI110 OVERALL SITE DEVELOPMENT PLAN - ADD ALTERNATES
GI201 CONSTRUCTION SEQUENCING PLAN - PHASE I MOT PLAN
GI202 PHASE 2 MOT PLAN
GI203 PHASE 3 MOT PLAN
GI204 PHASE 4 MOT PLAN
GI205 PHASE 5 MOT PLAN
BI100 BORING/TEST PIT LOCATION PLAN
BI101 BORING AND TEST PIT LOGS
BI102 BORING AND TEST PIT LOGS
BI103 BORING AND TEST PIT LOGS
BI104 BORING AND TEST PIT LOGS
CD100 OVERALL SITE DEMOLITION PLAN
CD101 HONOR GUARD AND MAIN ENTRY DEMOLITION PLAN
CD102 MAINTENANCE UTILITIES DEMOLITION PLAN
GC010 TEMPORARY CONSTRUCTION FENCING PLAN AREA 1
GC011 TEMPORARY CONSTRUCTION FENCING PLAN AREA 2
GC100 OVERALL E&S CONTROL KEY PLAN - STAGE I
GC101 E&S CONTROL PLAN STAGE I AREA 1
GC102 E&S CONTROL PLAN STAGE I AREA 2
GC103 E&S CONTROL PLAN STAGE I AREA 3
GC200 OVERALL E&S CONTROL KEY PLAN - STAGE II
GC201 E&S CONTROL PLAN STAGE II AREA 1
GC202 E&S CONTROL PLAN STAGE II AREA 2
GC203 E&S CONTROL PLAN STAGE II AREA 3
GC204 E&S CONTROL PLAN STAGE II AREA 4
GC205 E&S CONTROL PLAN STAGE II AREA 5
GC206 E&S CONTROL PLAN STAGE II AREA 6
GC207 E&S CONTROL PLAN STAGE II AREA 7
GC208 E&S CONTROL PLAN STAGE II AREA 8
GC209 E&S CONTROL PLAN STAGE II AREA 9
GC500 EROSION AND SEDIMENT CONTROL NOTES
GC501 EROSION AND SEDIMENT CONTROL DETAILS
GC502 EROSION AND SEDIMENT CONTROL DETAILS
CS100 OVERALL SITE KEY MAP
CS101 SITE LAYOUT AND UTILITY PLAN AREA 1
CS102 SITE LAYOUT AND UTILITY PLAN AREA 2
CS103 SITE LAYOUT AND UTILITY PLAN AREA 3
CS104 SITE LAYOUT AND UTILITY PLAN AREA 4
CS105 SITE LAYOUT AND UTILITY PLAN AREA 5
CS106 SITE LAYOUT AND UTILITY PLAN AREA 6
CS107 SITE LAYOUT AND UTILITY PLAN AREA 7
CS110 BURIAL SECTION NUMBERING PLAN SECTION 56
CS111 BURIAL SECTION NUMBERING PLAN SECTION 57
CS112 BURIAL SECTION NUMBERING PLAN SECTION 58
CS113 BURIAL SECTION NUMBERING PLAN SECTION 59
CS114 BURIAL SECTION NUMBERING PLAN SECTION 60 & 61
CS401 COLUMBARIUM LAYOUT ENLARGEMENT PLAN
CS402 ENTRY WALL LAYOUT ENLARGEMENT PLAN
CT100 OVERALL PAVEMENT REPAIR AND REPLACEMENT PLAN
CT101 PAVEMENT REPAIR AND REPLACEMENT PLAN 1
CT102 PAVEMENT REPAIR AND REPLACEMENT PLAN 2
CT103 PAVEMENT REPAIR AND REPLACEMENT PLAN 3
CT104 PAVEMENT REPAIR AND REPLACEMENT PLAN 4
CG100 OVERALL GRADING AND DRAINAGE PLAN
CG101 GRADING AND DRAINAGE PLAN AREA 1
CG102 GRADING AND DRAINAGE PLAN AREA 2
CG103 GRADING AND DRAINAGE PLAN AREA 3
CG104 GRADING AND DRAINAGE PLAN AREA 4
CG105 GRADING AND DRAINAGE PLAN AREA 5
CG106 GRADING AND DRAINAGE PLAN AREA 6 AND 7
CG110 BURIAL SECTION GRADING ENLARGEMENT SECTION 56
CG111 BURIAL SECTION GRADING ENLARGEMENT SECTION 57
CG112 BURIAL SECTION GRADING ENLARGEMENT SECTION 58
CG113 BURIAL SECTION GRADING ENLARGEMENT SECTION 59
CG114 BURIAL SECTION GRADING ENLARGEMENT SECTION 60 & 61
CG150 GRADING AND DRAINAGE PLAN (WITHOUT ADD ALT #4)
CG260 STREAM CULVERT CROSSING PLAN AND PROFILE
CG401 COLUMBARIUM GRADING ENLARGEMENT PLAN
CG402 COLUMBARIUM DRAINAGE ENLARGEMENT PLAN
CT201 ROAD PROFILES
CT202 ROAD PROFILES
CT203 ROAD PROFILES
CT500 TYPICAL ROAD CROSS SECTIONS
CT501 TYPICAL ROAD CROSS SECTIONS
CU204 LOW PRESSURE SEWER LATERAL PLAN AND PROFILES
CU231 WATER PLAN AND PROFILES
CU260 STORM PROFILES
CU261 STORM PROFILES
CU262 STORM PROFILES
CU265 STORM COMPUTATIONS
CJ100 PRE-DEVELOPMENT WATERSHED MAP
CJ101 PRE-DEVELOPMENT STORMWATER ANALYSIS PLAN AREA 1
CJ102 PRE-DEVELOPMENT STORMWATER ANALYSIS PLAN AREA 2
CJ200 POST-CONSTRUCTION WATERSHED MAP
CJ201 POST-CONSTRUCTION WATERSHED ANALYSIS PLAN AREA 1
CJ202 POST-CONSTRUCTION WATERSHED ANALYSIS PLAN AREA 2
CJ203 POST-CONSTRUCTION WATERSHED ANALYSIS PLAN AREA 3
CJ204 OUTLET PIPE PROFILES
CJ500 SWM NOTES AND DETAILS
CJ501 SWM DETAILS
DT500 PRE-PLACED CRYPT DETAILS
DT501 PRE-PLACED CRYPT DETAILS
DT502 SITE DETAILS
DT503 SITE DETAILS
DT504 SITE DETAILS
DT505 SITE DETAILS
DT506 SITE DETAILS
DT507 SITE DETAILS
DT508 SITE DETAILS
DT509 SITE DETAILS
CI100 OVERALL SITE FURNISHINGS & SIGNAGE KEY PLAN
CI101 SITE FURNISHINGS & SIGNAGE PLAN AREA 1
CI102 SITE FURNISHINGS & SIGNAGE PLAN AREA 2
CI103 SITE FURNISHINGS & SIGNAGE PLAN AREA 3
CI104 SITE FURNISHINGS & SIGNAGE PLAN AREA 4
CI500 SITE FURNISHINGS DETAILS 1
CI501 SITE FURNISHINGS DETAILS 2
CI502 SITE FURNISHINGS DETAILS 3
CI510 SITE SIGNAGE DETAILS 1
CI511 SITE SIGNAGE DETAILS 2
CI512 CONSTRUCTION SIGNAGE DETAILS
CI600 SITE FURNISHINGS AND SIGNAGE SCHEDULES
CI700 COLUMBARIUM NUMBERING PLAN AND ELEVATIONS
CI701 COLUMBARIUM ELEVATIONS 1
CI702 COLUMBARIUM ELEVATIONS 2
CI703 COLUMBARIUM ELEVATIONS 3
CI704 COLUMBARIUM ELEVATIONS 4
CI705 COLUMBARIUM ELEVATIONS 5
CI706 COLUMBARIUM ELEVATIONS 6
LANDSCAPING
L-100 OVERALL LANDSCAPE PLAN
L-101 AREA 1 LANDSCAPE PLAN
L-102 AREA 2 LANDSCAPE PLAN
L-103 AREA 3 LANDSCAPE PLAN
L-104 AREA 4 LANDSCAPE PLAN
L-105 AREA 5 AND 6 LANDSCAPE PLAN
L-106 AREA 1 AND 2 PLANTING PLAN
L-107 AREA 7 AND 8 PLANTING PLAN
L-501 LANDSCAPE NOTES AND DETAILS
L-502 ENTRY WALL DETAILS 1
L-503 ENTRY WALL DETAILS 2
L-700 COLUMBARIUM CAP RESTORATION LOCATION MAP, DETAILS
AND NOTES
L-703 PHASE 4 RECORD DRAWING - COLUMBARIUM COMPLEX A & B
ELEVATIONS 1
L-704 PHASE 4 RECORD DRAWING - COLUMBARIUM COMPLEX A & B
ELEVATIONS 2
L-705 PHASE 4 RECORD DRAWING - COLUMBARIUM COMPLEX A & B
ELEVATIONS 3
L-706 PHASE 4 RECORD DRAWING - COLUMBARIUM COMPLEX C
ELEVATIONS 1
L-707 PHASE 4 RECORD DRAWING - COLUMBARIUM COMPLEX C
ELEVATIONS 2
L-713 PHASE 4 RECORD DRAWING - STONE VENEER SCHEDULE 1
IRRIGATION
LI001 IRRIGATION NOTES AND LEGEND
LI101 IRRIGATION PLAN 1
LI102 IRRIGATION PLAN 1
LI103 IRRIGATION PLAN 2
LI104 IRRIGATION PLAN 2
LI105 IRRIGATION PLAN 3
LI106 IRRIGATION PLAN 4
LI107 IRRIGATION PLAN 5
LI501 IRRIGATION DETAILS 1
LI502 IRRIGATION DETAILS 2
LI503 IRRIGATION DETAILS 3
LI504 IRRIGATION PUMP STATION
LI505 IRRIGATION WELL PUMP
LI506 IRRIGATION POND AERATION
ARCHITECTURE
A001 ARCHITECTURAL ABBREVIATIONS, NOTES, FINISH LEGEND AND SYMBOLS
B-A101 BULK SOIL STORAGE - PLANS AND ELEVATIONS
B-A310 BULK SOIL STORAGE - WALL SECTION AND DETAILS
E-G101 ENCLOSED STORAGE BUILDING - LIFE SAFETY PLAN
E-A101 ENCLOSED STORAGE BUILDING - PLANS
E-A201 ENCLOSED STORAGE BUILDING - ELEVATIONS
E-A301 ENCLOSED STORAGE BUILDING - BUILDING & WALL SECTIONS
E-A501 ENCLOSED STORAGE BUILDING - DETAILS
H-G101 HONOR GUARD BUILDING - LIFE SAFETY PLAN
H-AD101 HONOR GUARD BUILDING - DEMOLITION PLAN
H-A101 HONOR GUARD BUILDING - FLOOR PLAN, REFLECTED CEILING PLAN AND ROOF PLAN
H-A201 HONOR GUARD BUILDING - ELEVATIONS AND BUILDING SECTIONS
H-A310 HONOR GUARD BUILDING - WALL SECTIONS
H-A401 HONOR GUARD BUILDING - INTERIOR ELEVATIONS
H-A501 HONOR GUARD BUILDING - DETAILS
M-AD101 EXISTING STAFF AND MAINTENANCE GARAGE - DEMOLITION PLANS
M-A101 EXISTING STAFF AND MAINTENANCE - NEW CONSTRUCTION PLANS
M-A102 EXISTING STAFF AND MAINTENANCE GARAGE - ELEVATIONS AND SECTIONS
O-G101 OPEN STORAGE BUILDING - LIFE SAFETY PLAN
O-A101 OPEN STORAGE BUILDING - PLANS
O-A201 OPEN STORAGE BUILDING - ELEVATIONS
O-A301 OPEN STORAGE BUILDING - BUILDING & WALL SECTIONS
P-A101 PUMPHOUSE - PLANS, ELEVATIONS AND SECTIONS
S-G101 STAFF BUILDING - LIFE SAFETY PLAN
S-A101 STAFF BUILDING - FLOOR PLAN, REFLECTED CEILING PLAN AND ROOF PLAN
S-A201 STAFF BUILDING - ELEVATIONS AND BUILDING SECTIONS
S-A310 STAFF BUILDING - WALL SECTIONS
S-A311 STAFF BUILDING WALL SECTIONS
S-A401 STAFF BUILDING - ENLARGED PLANS & INTERIOR ELEVATIONS
S-A501 STAFF BUILDING - DETAILS
W-A101 WASHBAY - FLOOR PLANS AND EXTERIOR ELEVATIONS
W-A102 WASHBAY - SECTIONS AND DETAILS
E-P101 ENCLOSED STORAGE BUILDING - PLUMBING PLAN
H-P101 HONOR GUARD BUILDING - PLUMBING PLAN - FIRST FLOOR
H-P102 HONOR GUARD BUILDING - PLUMBING PLAN - ROOF
H-P201 HONOR GUARD BUILDING - PLUMBING DETAILS
H-P301 HONOR GUARD BUILDING - SANITARY RISER DIAGRAM
H-P401 HONOR GUARD BUILDING - DOMESTIC WATER RISER DIAGRAM
M-P101 EXISTING MAINTENANCE STAFF - LEVEL 1 PLUMBING PLAN
M-P201 RISER DIAGRAMS
M-PD101 EXISTING MAINTENANCE STAFF - LEVEL 1 DEMOLITION PLAN
O-P101 OPEN STORAGE BUILDING - PLUMBING PLAN
S-P101 STAFF BUILDING - PLUMBING PLAN - FIRST FLOOR
S-P102 STAFF BUILDING - PLUMBING PLAN - ROOF
S-P201 STAFF BUILDING - PLUMBING DETAILS
S-P301 STAFF BUILDING - DOMESTIC WATER RISER DIAGRAM
S-P401 STAFF BUILDING - SANITARY RISER DIAGRAM
W-P101 NEW WASH BAY - LEVEL 1 PLUMBING PLAN
W-P201 RISER DIAGRAMS
W-P301 DETAILS
E-M101 ENCLOSED STORAGE BUILDING - HVAC PLAN
E-M201 ENCLOSED STORAGE BUILDING - HVAC DETAILS
E-M301 ENCLOSED STORAGE BUILDING - HVAC SCHEDULES & CONTROLS
F-M101 FUEL STORAGE - HVAC PLAN - FIRST FLOOR
F-M201 FUEL STORAGE - HVAC DETAILS
H-M101 HONOR GUARD BUILDING - HVAC PLANS
H-M201 HONOR GUARD BUILDING - HVAC SECTIONS
H-M301 HONOR GUARD BUILDING - HVAC DETAILS
H-M302 HONOR GUARD BUILDING - HVAC DETAILS
H-M303 HONOR GUARD BUILDING - HVAC DETAILS
H-M401 HONOR GUARD BUILDING - HVAC SCHEDULES
H-M501 HONOR GUARD BUILDING - CONTROL DIAGRAMS
M-M100 EXISTING STAFF AND MAINTENANCE GARAGE - HVAC DEMOLITION PLAN - FIRST FLOOR
M-M101 EXISTING STAFF AND MAINTENANCE GARAGE - HVAC PLAN - FIRST FLOOR
M-M102 EXISTING STAFF AND MAINTENANCE GARAGE - HVAC PLAN - ROOF
M-M201 EXISTING STAFF AND MAINTENANCE GARAGE - HVAC SECTIONS
M-M301 EXISTING STAFF AND MAINTENANCE GARAGE - HVAC DETAILS
M-M302 EXISTING STAFF AND MAINTENANCE GARAGE - HVAC DETAILS
M-M401 EXISTING STAFF AND MAINTENANCE GARAGE - HVAC SCHEDULES
M-M501 EXISTING STAFF AND MAINTENANCE GARAGE - CONTROL DIAGRAMS
M-M502 EXISTING STAFF AND MAINTENANCE GARAGE - CONTROL DIAGRAMS
P-M101 PUMPHOUSE - HVAC PLAN - FIRST FLOOR
P-M201 PUMPHOUSE - HVAC SECTIONS & DETAILS
P-M301 PUMPHOUSE - HVAC CONTROLS & SCHEDULES
S-M101 STAFF BUILDING - HVAC PLAN - FIRST FLOOR
S-M102 STAFF BUILDING - HVAC PLAN - ROOF
S-M201 STAFF BUILDING - HVAC SECTIONS
S-M301 STAFF BUILDING - HVAC DETAILS
S-M302 STAFF BUILDING - HVAC DETAILS
S-M303 STAFF BUILDING - HVAC DETAILS
S-M401 STAFF BUILDING - HVAC SCHEDULES
S-M501 STAFF BUILDING - CONTROL DIAGRAMS
W-M101 NEW WASH BAY - HVAC PLAN - FIRST FLOOR
W-M201 NEW WASH BAY - HVAC DETAILS
W-M202 NEW WASH BAY - HVAC DETAILS
W-M301 NEW WASH BAY - HVAC SCHEDULES
W-M401 NEW WASH BAY - CONTROL DIAGRAMS
E800 ELECTRICAL ONE-LINE DIAGRAMS
E801 ELECTRICAL EQUIPMENT DETAILS AND POWER DETAILS
E802 ELECTRICAL EQUIPMENT DETAILS
E-E201 EQUIPMENT STORAGE BUILDING - ELECTRICAL PLANS
E-E701 ENCLOSED & OPEN STORAGE - ELECTRICAL SCHEDULES & DETAILS
F-E201 FUEL STORAGE - ELECTRICAL POWER PLAN
H-E201 HONOR GUARD BUILDING - FLOOR PLANS
H-E202 HONOR GUARD BUILDING - ATTIC PLANS
H-E701 HONOR GUARD BUILDING - ELECTRICAL SCHEDULES & DETAILS
G-E101 PARTIAL ELECTRICAL SITE PLAN
G-E102 PARTIAL ELECTRICAL SITE PLAN
G-E103 PARTIAL ELECTRICAL SITE PLAN
G-E104 PARTIAL ELECTRICAL SITE PLAN
STRUCTURAL
S000 GENERAL NOTES
S001 TYPICAL DETAILS
S-501 STRUCTURAL COLUMBARIUM DETAILS
S-502 ENTRY WALL STRUCTURAL DETAILS
B-S101 BULK SOIL STORAGE - PLANS, SECTIONS AND DETAILS
E-S101 ENCLOSED STORAGE BUILDING - FOUNDATION PLAN, SECTIONS AND
DETAILS
H-S101 HONOR GUARD BUILDING - PLANS, SECTIONS AND DETAILS
O-S101 OPEN STORAGE BUILDING - FOUNDATION PLAN, SECTIONS AND
DETAILS
S-S101 STAFF BUILDING - PLANS AND SECTIONS
W-S101 NEW WASH BAY BUILDING - PLANS, SECTIONS AND DETAILS
BRIDGE REPAIR
BR101 BRIDGE REPAIR - BRIDGE NO 1 - OVER TRIBUTARY TO AIRE RUN
(NORTHWEST CULVERT)
BR102 BRIDGE REPAIR - BRIDGE NO 2 - OVER TRIBUTARY TO AIRE RUN
(SOUTHWEST CULVERT)
BR103 BRIDGE REPAIR - BRIDGE NO 3 - OVER TRIBUTARY TO AIRE RUN
(SOUTHEAST CULVERT)
BR104 BRIDGE NOS. 1, 2, AND 3 TYPICAL DETAILS
A501 DETAILS - ROOF
A601 DOOR & WINDOW SCHEDULES
A701 PARTITIONS
AS-101 STAFF & HONOR GUARD BUILDINGS SIGNAGE PLAN
AS-102 SIGNAGE PLAN
AS-103 ENLARGED SIGNAGE PLAN
PLUMBING
P001 PLUMBING SYMBOLS AND ABBREVIATIONS
ELECTRICAL
E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS
E002 LED LIGHTING IMPROVEMENTS
MECHANICAL
M001 MECHANICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES
NOTE ON DRAWING NAME CONVENTION:
B- BULK SOIL STORAGE BUILDING
E- ENCLOSED STORAGE BUILDING
F- FUEL STORAGE
H- HONOR GUARD BUILDING
M- EXISTING STAFF & MAINTENANCE BUILDING
O- OPEN STORAGE BUILDING
P- PUMP HOUSE
S- STAFF BUILDING
W- WASH BAY BUILDING
X- PIC/ADMIN & EXISTING PUMP HOUSE
O-E201 OPEN STORAGE BUILDING - ELECTRICAL PLANS
P-E201 PUMPHOUSE - FLOOR PLANS
P-E701 PUMPHOUSE - ELECTRICAL SCHEDULES & DETAILS
S-E201 STAFF BUILDING - FLOOR PLANS
S-E202 STAFF BUILDING - ATTIC PLANS
S-E701 STAFF BUILDING - ELECTRICAL SCHEDULES & DETAILS
W-E201 NEW WASH BAY - ELECTRICAL PLANS
W-E701 NEW WASH BAY - ELECTRICAL SCHEDULES
M-E201 EXISTING STAFF AND MAINTENANCE GARAGE - FLOOR PLAN
M-E701 EXISTING STAFF AND MAINTENANCE GARAGE - ELECTRICAL SCHEDULES & DETAILS
M-ED101 EXISTING STAFF AND MAINTENANCE GARAGE - ELECTRICAL DEMOLITION PLAN
# Revisions Date DWG 2 of 302
P001 PLUMBING SYMBOLS AND ABBREVIATIONS
M-PD101 EXISTING MAINTENANCE STAFF - LEVEL 1 DEMOLITION PLAN
M-P101 EXISTING MAINTENANCE STAFF - LEVEL 1 PLUMBING PLAN
M-P201 RISER DIAGRAMS
(ADD ALTERNATE #4)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street
Sewickley, PA
Phone: 412-287-7333 www.aeworks.com
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
AE WORKS®
B
IM
/C F
M -0
I G
A P
/C F
M -0
I G
A P
A
R C
H
L in ke d
M o d e l.r vt
/1
/2
:2
:3
A
M
G003
PERMIT MATRIX INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 TH AC
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
PERMIT MATRIX
TOWNSHIP DRIVEWAY PERMIT:
M-950A, APPLICATION FOR A MINIMUM
USE DRIVEWAY
EAST HANOVER
TOWNSHIP, TOWNSHIP
MANAGER (ERIC HARMON)
CONTRACTOR CONTRACTOR $25
MINIMUM CONTRACT DOCUMENT
DRAWINGS REQUIRED FOR PERMIT:
CS105, CG105, AND DT502.
PA Title 17, Chapter 47, Subsection 47.5 Notice of Intent to Drill (for groundwater wells)
PA Department of Conservation and Environmental Resources, Topographic & Geological Survey, Post Office Box 8453, Harrisburg, Pennsylvania 17105-8453
A/E (via well driller) N/A No fee
18 CFR Part 806, Subpart E, Registration of Grandfathered Projects
Susquehanna River Basin Commission, 4423 North Front Street, Harrisburg, PA 17110
A/E N/A Federal Agencies Exempt
18 CFR Part 806, Subpart B, Constant-Rate Aquifer Test and Consumptive Use Application
Susquehanna River Basin Commission, 4423 North Front Street, Harrisburg, PA 17110
A/E N/A Federal Agencies Exempt
PADEP Title 25 Chapter 245.203 Operation Permit for Regulated Aboveground Storage Tank
Pennsylvania Department of Environmental Protection
(PADEP)
Contractor Contractor $50 Only 1400 gal compartment requires registration and operating permit from
PADEP.
Section 106 of the National Historic Preservation Act (NHPA): Consultation and Coordination with Indian Tribal Governments (EO 13175) and Native American Graves Protection and Repatriation Act (NAGPRA) (EO 13007)
PA State Historic Preservation Office (SHPO)
A/E N/A No fee Complete. Section 106 completed with concurrence of no adverse effect.
Pennsylvania Natural Heritage Program (PNHP) Threatened and Endangered Species Consultation
Pennsylvania Game Commission (PGC), Pennsylvania Department of Conservation and Natural Resource (DCNR), Pennsylvania Fish and Boat Commission (PFBC), and U.S. Fish and Wildlife Service
(USFWS)
A/E VA $40 Complete. Performed via PNDI.
PADEP Chapter 102 PAG-02 NPDES General Permit for Stormwater Discharges Associated with Construction Activities
Pennsylvania Department of Environmental Protection
(PADEP)
Contractor VA $19,147.60 Paid. Review in progress by Lebanon County Conervation District. Contractor paperwork required during construction.
Joint 404/401 Permit U.S. Army Corps of Engineers (USACE)
A/E N/A Waived
Permit Name Permitting Agency Responsible Party Payor Fees Notes
TOWNSHIP DRIVEWAY
PERMIT REQUIRED FOR RE
TRAILER/YARD ENTRANCE
# Revisions Date DWG 3 of 302
EXISTING PROPOSED
BOUNDARY/RIGHT-OF-WAY LINE
ADJACENT BOUNDARY LINE
EASEMENT LINE
ROAD CENTERLINE
HEADER CURB
CURB & GUTTER
EDGE OF PAVEMENT
CHAIN LINK FENCE
OVERHEAD UTILITY LINE
UNDERGROUND UTILITY LINE
WATER MAIN
BUILDINGS
SIDEWALK
SANITARY SEWER MAIN
STORM SEWER LINE
TREES/SHRUBS
LIMITS OF WORK
INDEX CONTOUR LINE
INTERMEDIATE CONTOUR LINE
SPOT ELEVATIONS
MISCELLANEOUS SIGNS
SITE LIGHT WITH POLE
DRIP LINE OF TREES
REVERSE CURB
543.6
TO BE
REMOVED
TO
REMAIN
BOARD FENCE
8" W/M8" W/M
8" PVC SAN. SEW.
15" HDPE
TRANS.CURB
SOIL BOUNDARYHbB HgC
WIRE FENCE
EDGE OF GRAVEL
GUARDRAIL
CIVIL LEGEND:
EDGE OF CONCRETE
LP
SANITARY SEWER CLEAN-OUT
SANITARY SEWER MANHOLE
STORM SEWER MANHOLE
STORM SEWER DROP INLET
STORM SEWER CURB INLET
STORM SEWER RIP-RAP
STORM SEWER END SECTION
FIRE HYDRANT
WATER VALVE
WATER METER
MAIL BOX
UTILITY POLE
FEATURE WALL
OVERHEAD COMMUNICATIONS LINE
UNDERGROUND COMMUNICATIONS LINE
BUILDING MOUNTED LIGHT
UTILITY POLE GUY WIRE
SANITARY SEWER FORCE MAIN
8" PVC SAN. SEW.
15" HDPE
EX. CC RBF
CONCRETE MONUMENT/IRON REBAR
TBSCC-TBSIPF
UNDERGROUND GAS LINE
C3
CO
45 0
GS 45 0
TC 45 0
INV
EX.
EX.
X
CO
MB
MONVDH
EX. VDH
ABBREVIATIONS:
HEADSTONE FACE DIRECTION
BURIAL CRYPT PLOTS
GRAVESITE GRID MONUMENT
DRAINAGE FLOW ARROW
DETAIL LABEL
SECTION MARKER
F
PRE-PLACED CRYPTS
INTERIOR CRYPT (TYP.)
PERIMETER CRYPT (TYP.)
LIMITS OF GRADING
LIMITS OF CLEARING
XX
XXXXX
WETLANDS
IN-GROUND CREMAIN SITES
FLAG SLEEVES
FLAG POLEF
DETAIL NO.
SHEET REFERENCE
DIRECTION OF TRAFFIC ARROWS
FEATURE WALL
33 32
TEST PIT LOCATION
A AREA OR ARC
AC ACRE
ADA AMERICANS WITH DISABILITIES ACT
ADMIN AMDINISTRATION
AGE ABOVE GROUND ELECTRIC
AGEC ABOVE GROUND ELECTRIC CONDUIT
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPROX APPROXIMATE
ARCH ARCHITECTURAL
ASPH ASPHALT
AST ABOVE-GROUND STORAGE TANK
ATS ACTIVE TREATMENT SYSTEM
AVE AVENUE
AWWA AMERICAN WATER WORKS ASSOCIATION
A/C AIR CONDITIONING
BC BOTTOM OF CURB
BF BASEMENT FLOOR
BFP BACKFLOW PREVENTER
BFV BUTTERFLY VALVE
BITUM BITUMINOUS
BL BASE LINE
BLDG BUILDING
BLVD BOULEVARD
BM BENCHMARK, BASELINE MARKER
BMP BEST MANAGEMENT PRACTICES
BOE BOTTOM OF EXCAVATION
BOV BLOW OFF VALVE
BRG BEARING
BRL BUILDING RESTRICTION LINE
BV BALL VALVE
BW BOTTOM OF WALL
C COEFFICIENT OF RUNOFF
CALC CALCULATE
CB CATCH BASIN OR CHORD BEARING
CC CENTER TO CENTER
CCTV CLOSED CIRCUIT TELEVISION
CD CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR CHECK DAM
CDW CHILLED DRINKING WATER
CDWR CHILLED DRINKING WATER RETURN
CDWS CHILLED DRINKING WATER SUPPLY
CE CONSTRUCTION ENTRANCE
CEM CEMENT OR CEMETERY
CF CONTRACTOR FURNISHED
CFS CUBIC FEET PER SECOND OR COMPOST FILTER SOCK
CG CURB AND GUTTER
CHD CHORD
CIP CAST IRON PIPE OR CULVERT INLET PROTECTION
CJ CONTRACTION JOINT
CL CENTERLINE, CLASS
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CN CURVE NUMBER
CND CONDUIT
CNR CORNER
CO CLEANOUT
COL COLUMN
COMM COMMUNICATIONS
CONC CONCRETE
COND CONDITION OR CONDENSER
CONF CONFERENCE
CONN CONNECTION
CON CONTAMINATED
CONSTR CONSTRUCTION
CONT CONTINUATION
CONTR CONTRACT OR CONTRACTOR
COR CONTRACTING OFFICER'S REPRESENTATIVE
COTG CLEANOUT TO GRADE
COV COVER OF CUT OFF VALVE
CPv CHANNEL PROTECTION VOLUME
CPPE CONSERVATION PRACTICE PHYSICAL EFFECTS
CPP CORRUGATED PLASTIC PIPE
CRN CROWN
CSB CONCRETE SPLASH BLOCK
CSI CONSTRUCTION SPECIFICATIONS INSTITUTE
CSS COMMITTAL SERVICE SHELTER
CSP CONCRETE SEWER PIPE
CT COURT
CTR CENTER OR CONTOUR
CTRL CONTROL
CTS COOLING TOWER SUPPLY
CTV CABLE TELEVISION
CV CONTROL VALVE
CW CLOCKWISE OR CONCRETE WASHOUT
CWP COLD WATER PIPING
D DEPTH
DAT DATUM
DB DEED BOOK; DESIGN-BUILD; DRAIN BASIN
DBL DOUBLE
DD DIVERSION DIKE
DEG DEGREE
DEMO DEMOLITION
DEPT DEPARTMENT
DESC DESCRIPTION
DET DETAIL
DI DROP INLET
DIA DIAMETER
DIFF DIFFERENCE
DIP DUCTILE IRON PIPE
DIST DISTANCE
DM DROP MANHOLE
DOC DOCUMENT
DOM DOMESTIC
DR DRIVE
DRE DECOMPOSED ROCK ELEVATION
DS DOWNSPOUT
DWG DRAWING
D/W DRIVEWAY
D DELTA
EA EACH
EBL EAST BOUND LANE
EC EDGE OF CONCRETE
ECL EROSION CONTROL LOG
EG EDGE OF GUTTER
EJ EXPANSION JOINT
ELEV ELEVATION
ELEC ELECTRICAL
ENTR ENTRANCE
EOI END OF INFORMATION
EP EDGE OF PAVEMENT
EPA ENVIRONMENTAL PROTECTION AGENCY
E&S EROSION & SEDIMENT
ES END SECTION
ESMT EASEMENT
ETO EARLY TURNOVER
EPT EXTERNAL PIPE THREAD
EQ EQUAL
EW END WALL
EXP EXPANSION
EX EXISTING
EXT EXTERIOR
FAR FLOOR AREA RATIO
FC FACE OF CURB
FD FOUNTAIN DRAIN
FF FIRST FLOOR OR FINISHED FLOOR
FG FINISHED GRADE
FH FIRE HYDRANT
FIN FINISHED
FLR FLOOR
FN FENCE
FP FLOOD PLAIN
FOC FACE OF CURB
FOTG FIELD OFFICE TECHNICAL GUIDE
FOY FOYER
FP FLAG POLE OR FIRE PROTECTION
FPS FEET PER SECOND
FR FROM
FS FILTER SOCK
FT FEET
FWS FLOWER WATERING STATION
G GAS
GAL GALLON
GDR GUARD RAIL
GEN GENERATOR
GFA GROSS FLOOR AREA
GIP GALVANIZED IRON PIPE
GL GROUND LEVEL
GOVT GOVERNMENT
GR GRADE
GR GUARD RAIL
GS GROUND SHOT
H HORIZONTAL
HC HANDICAP
HCP HANDICAPPED
HDPE HIGH DENSITY POLYETHYLENE
HDR HEADER
HDWL HEADWALL
HGL HYDRAULIC GRADE LINE
HH HAND HOLE
HLBC HOT LAID BITUMINOUS CONCRETE
HMA MOT-MIX ASPHALT
HP HIGH POINT OR HIGH PRESSURE
HR HAND RAIL
HT HEIGHT
HW HOT WATER
HWSR HOT WATER SUPPLY & RETURN
HWY HIGHWAY
HYD HYDRANT
HYDR HYDRAULIC
I RAINFALL INTENSITY
ID INSIDE DIAMETER
IGC IN-GROUND CRYPT
IN INCH
INV INVERT
IP IRON PIPE OR INLET PROTECTION
IPF IRON PIPE FOUND
IPS IRON PIPE SET
IRR IRRIGATION
IW IRRIGATION WATER
JB JUNCTION BOX
K ONE THOUSAND (KILO)
KWY KEYWAY
L LENGTH
LAT LATERAL
LF LINEAR FEET
LOC LOCATION
LONG LONGITUDE
LOS LINE OF SIGHT
LP LOW POINT OR LOW PRESSURE
LT LIGHT OR LEFT
LL LOWER LEVEL
M MARKER
MAINT MAINTENANCE
MAT MATERIAL
MAX MAXIMUM
MB MAIL BOX
MECH MECHANICAL
MED MEDIUM
MEMO MEMORANDUM
MEP MECHANICAL, ELECTRICAL, PLUMBING
MFG MANUFACTURING
MGT MANAGEMENT
MH MANHOLE
MI MILE
MIN MINIMUM
MISC MISCELLANEOUS
ML MATERIALS LIST
MN MAGNETIC NORTH
MOD MODEL OR MODIFY
MON MONUMENT
MS MEDIAN STRIP
MSL MEAN SEA LEVEL
MTG MEETING
MTL MATERIAL
MULT MULTIPLE
MUNIC MUNICIPAL
N NORTH
N/F NOW OR FORMERLY
NA MOT APPLICABLE
NAT MATURAL
NATL NATIONAL
NBC NATIONAL BUILDING CODE
NBL NORTH BOUND LANE
NCA NATIONAL CEMETERY ADMINISTRATION
NCPS NATIONAL CONSERVATION PRACTICE STANDARDS
NCTCOG NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS
NE NOT EXCEEDING
NFA NET FLOOR AREA
NHCP NATIONAL HANDBOOK OF CONSERVATION PRACTICES
NIC NOT IN CONTRACT
NO NUMBER
NOI NOTICE OF INTENT
NOM NOMINAL
NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
NRCP NON-REINFORCED CONCRETE PIPE
NRCS NATURAL RESOURCES CONSERVATION SERVICE
NTP NOT TO PROCEED
NTS NOT TO SCALE
OC ON CENTER
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OFB ORGANIC FILTER BERM
OFD OVERFLOW DRAIN
OFT ORGANIC FILTER TUBE
OH OVERHANG
OHC OVERHEAD COMMUNICATIONS
OHE OVERHEAD ELECTRIC
OP OUTLET PROTECTION
OS OVER-SIZED
OZ OUNCE
P PERIMETER, RAINFALL DEPTH
PAR PARALLEL
PAT PATTERN
PB PULL BOX
PBTH POTENTIAL BOG TURTLE HABITAT
PC POINT OF CURVATURE
PCA PORTLAND CEMENT ASSOCIATION
PCC POINT OF COMPOUND CURVE
PCEP POINT OF CURVE, EDGE OF PAVEMENT
PCT PERCENT
PCTC POINT OF CURVE, TOP OF CURB
PERF PERFORATED
PED PEDESTAL
PG PAGE
PGL POINT OF GRADE LINE
PH PROFILE HOLE
PI POINT OF INTERSECTION
PIC PUBLIC INFORMATION CENTER
PIV POST INDICATOR VALVE
PL PROPERTY LINE
POTW POTABLE WATER
PP POLYPROPYLENE (PLASTIC)
PPC PRE-PLACED CRYPT
PRC POINT OF REVERSE CURVE
PRELIM PRELIMINARY
POTW PUBLICLY-OWNED TREATMENT WORKS
PROP PROPOSED
PSI POUNDS PER SQUARE INCH
PSL PIPE SLEEVE
PT POINT OF TANGENCY
PTS PASSIVE TREATMENT SYSTEM
PV PRIVATE VAULT
PVC POLY VINYL CHLORIDE (PLASTIC PIPE)
PVI POINT OF VERTICAL INTERSECTION
PVMT PAVEMENT
PVT POINT OF VERTICAL TANGENCY
P&P PLAN AND PROFILE
Q FLOW, AMOUNT OF RUNOFF
Qf EXTREME FLOOD VOLUME Qp OVERBANK FLOOD PROTECTION VOLUME
QTR QUARTER
QTY QUANTITY
QUAD QUADRANT
QUAL QUALITY
R RISER, RADIUS
RAD RADIANS
RCN RUNOFF CURVE NUMBER
RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN
RD ROAD, ROOF DRAIN
RDC REDUCER
RE RESIDENT ENGINEER
REP REPAIR
REQ REQUIRED
REV REVISION
REv RECHARGE VOLUME
RGP ROUGH GRADING PLAN
RPA RESOURCE PROTECTION AREA
RR RAILROAD
RTE ROUTE
RT RIGHT
RV RELIEF VALVE
RW RETAINING WALL
R/W RIGHT-OF-WAY
SAN SANITARY
SB SPLASH BLOCK OR SEDIMENT BASIN
SBL SOUTH BOUND LANE
SCF SEDIMENT CONTROL FENCE
SCHED SCHEDULE
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SEC SECTION
SEG SEGMENT
SEL SELECT
SEW SEWER
SF SQUARE FEET OR SILT FENCE
SSF SUPER SILT FENCE
SJ SCORED JOINT
SLV SLEEVE
SM SECTION MARKER
SMH STEAM MANHOLE
SOV SHUT OFF VALVE
SP SITE PLAN
SPEC SPECIFICATION
SPKLR SPRINKLER
SQ SQUARE
SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY
ST STREET OR SEDIMENT TRAP
STA STATION
STD STANDARD
STE STEAM
STK STACK
STM STORM
SUPT SUPPORT
SURV SURVEY
SVC SERVICE
SWM STORMWATER MANAGEMENT
S/W SIDEWALK
SWPPP STORM WATER POLLUTION PREVENTION PLAN (SWP3)
SWG SEWAGE
Sx CROSS SLOPE
SYM SYMBOL
T TANGENT
T&M TIME AND MATERIALS
TB TEST BORE
TC TOP OF CURB
Tc TIME OF CONCENTRATION
TCEQ TEXAS COMMISSION ON ENVIRONMENTAL QUALITY
TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN
TELE TELEPHONE
TH TEST HOLE
TNL TUNNEL
TOB TOP OF BANK
TOC TOP OF CURB
TOP TOP OF PAVEMENT
TOPO TOPOGRAPHY
TP TEST PIT, TELEPHONE POLE, OR TREE PROTECTION
TPDES TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM
TW TOP OF WALL
TXDOT TEXAS DEPARTMENT OF TRANSPORTATION
TYP TYPICAL
UD UNDERDRAIN
U/G UNDERGROUND
UGC UNDERGROUND COMMUNICATIONS
UGE UNDERGROUND ELECTRIC
UFC UNIFORM FIRE CODE
UL UPPER LEVEL
UON UNLESS OTHERWISE NOTED
UP UTILITY POLE
USACE U.S. ARMY CORPS OF ENGINEERS
USDA U.S. DEPARTMENT OF AGRICULTURE
UTIL UTILITY
V VERTICAL
VA VETERANS ADMINISTRATION, VIRGINIA
VAR VARIES
VC VERTICAL CURVE
VEL VELOCITY
VERT VERTICAL
VF VERTICAL FOOT
VIC VICINITY
VID VIDEO
VIF VERIFY IN FIELD
VOL VOLUME
W WATER, WEST OR WIDE
W/ WITH
W/O WITHOUT
WBL WEST BOUND LANE
WI WROUGHT IRON
WL WATER LINE
WM WATER MAIN OR WATER METER
WO WORK ORDER
WQv WATER QUALITY VOLUME
WSE WATER SURFACE ELEVATION
WT WATER TIGHT
WW WASTE WATER
X-ING CROSSING
YI YARD INLET
YR YEAR
Z SIDE SLOPES
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
CIVIL NOTES, LEGEND, AND
ABBREVIATIONS
GI002
GENERAL NOTES:
1. THE PROPOSED SITE IMPROVEMENTS FOR 'INDIANTOWN GAP NATIONAL CEMETERY PHASE 5 DEVELOPMENT' INCLUDES, BUT IS NOT LIMITED TO, GRAVESITE EXPANSION, CONSTRUCTION OF IN-GROUND CREMAINS, COLUMBARIUM WALLS, IRRIGATION
EXTENSIONS, ASPHALT PAVEMENT, CONCRETE CURB & GUTTER, ASPHALT WALKS, STORM DRAIN INFRASTRUCTURE, SITE FURNISHINGS, MATERIAL STORAGE, MAINTENANCE YARD CONSTRUCTION, AND LANDSCAPING. THE PROJECT IS LOCATED IN LEBANON
COUNTY, PENNSYLVANIA.
2. SURVEY INFORMATION:
2.1. TOPOGRAPHIC INFORMATION SHOWN WEST OF OLD CUMBERLAND ROAD, AS IT BISECTS THE PROPERTY, NORTH OF INDIANTOWN GAP ROAD AND THE ACCESS DRIVE TO THE CEMETERY IS A COMBINATION OF FIELD SURVEY PERFORMED BY HONOR
ENGINEER CO. AND PHOTOGRAMMETRIC MAPPING COLLECTED AND CONTROLLED AT AN ACCURACY SUFFICIENT TO MEET ASPRS MAPPING STANDARDS FOR 30-SCALE MAPPING AT A 1-FOOT CONTOUR INTERVAL. THE HORIZONTAL DATUM IS NAD 83 (2011)(EPOCH:2010.0000) PA SOUTH ZONE GRID. REFERENCED FROM C.O.R.S. PASS, YORK, PAFC AND THE VERTICAL DATUM IS NAVD 88 REFERENCED FROM NGS BENCH MARK DISK "Z 257" (KW1173) (ELEV. 464.90'). CONTOURS AND MAPPING FEATURES SHOWN EAST OF OLD CUMBERLAND ROAD ARE TAKEN FROM THE PA SPATIAL DATA ACCESS SITE FROM STATE-WIDE IMAGERY FLOWN IN 2008.
2.2. BOUNDARY INFORMATION SHOWN HEREON IS A PRODUCT OF A RETRACEMENT SURVEY PERFORMED BY LIGHT-HEIGEL AND ASSOCIATES, INC. IN FEBRUARY OF 2016. HONOR ENGINEER COMPANY PERFORMED A RETRACEMENT SURVEY OF SAID PLAN FOR THE PORTION OF THE SITE WEST OF OLD CUMBERLAND ROAD WHERE SAID ROAD BISECTS THE SITE. BOUNDARY INFORMATION EAST OF OLD CUMBERLAND ROAD IS SHOWN PER THE LIGHT-HEIGEL RETRACEMENT SURVEY.
2.3. THIS SURVEY IS UNDER AND SUBJECT TO ANY INFORMATION THAT MAY BE DISCLOSED BY A COMPLETE AND ACCURATE TITLE REPORT.
2.4. RIGHT-OF-WAY INFORMATION SHOWN HEREON IS TAKEN FROM THE FOLLOWING PLANS:
2.4.A. "COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF HIGHWAYS DRAWINGS FOR CONSTRUCTION AND CONDEMNATION OF RIGHT OF WAY TR. ROUTE NO. 72, 223, 354 & S.H. ROUTE NO. 141 SPUR IN LEBANON COUNTY FROM STA. 681+09 T.R. 72 TO
STA. 486+82 T.R. 223 LENGTH 29,484.63 FT. 5.58 MI."
2.4.B. "COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF HIGHWAYS DRAWINGS FOR CONSTRUCTION AND CONDEMNATION OF RIGHT OF WAY ROUTE NO. 38001 SECTION NO. 1 IN LEBANON COUNTY FROM STA. 904+28.00 TO STA. 973+62.48 LENGTH
6,927.59 FT. 1.312 MILE."
2.4.C. "COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF HIGHWAYS DRAWINGS FOR CONDEMNATION OF RIGHT OF WAY ROUTE NO. 38023 SECTION NO. 1 IN LEBANON COUNTY FROM STA. 0+00.00 TO STA. 2+03.00 LENGTH 203.00 FT. 0.0385 MI."
2.4.D. "COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF HIGHWAYS DRAWINGS ESTABLISHING LIMITED ACCESS HIGHWAY, DESIGNATING FUTURE LOCATION AND WIDTH, AUTHORIZING CONDEMNATION OF RIGHT OF WAY AND PROHIBITING ERECTION AND MAINTENANCE OF OUTDOOR ADVERTISING DEVICES OF LEG. ROUTE 1005 SECTION 2 R/W IN LEBANON COUNTY FROM STA. 187+30.00 NB. 187+68.00 SB. TO STA. 345+00.00 NB. 345+00.00 SB. LENGTH 15,678.36 FT. 2.969 MI. ALSO FREE ACCESS LEG.
ROUTE 38001 SECTION 7 R/W FROM STA. 925+27.50 TO STA. 966+24.96 LENGTH 4,097.46"
3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 42075C0120E DATED JULY 8, 2020, AND 42075C0115E DATED JULY 8, 2020 ZONE X, AREA OF MINIMAL FLOOD HAZARD AND ZONE A. NO PORTIONS OF THE PROJECT AREA ARE LOCATED WITHIN THE 100-YEAR
FLOODPLAIN AREA (ZONE AE).
4. SEE THIS SHEET FOR LEGEND OF SYMBOLS USED HEREIN. ALSO REFER TO EACH SHEET FOR ADDITIONAL LEGEND INFORMATION.
5. BURIAL CEREMONIES MAY BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, ALL WORK MUST STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY CAN CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS.
6. DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.
7. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMIZED AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS. CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"X4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR.
8. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.
9. GORDON DOES NOT CERTIFY THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLAN. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON AVAILABLE INFORMATION. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLAN, THEY SHALL IMMEDIATELY NOTIFY THE VA RE/COR AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY AND ENSURE THE CONTINUANCE OF SERVICE.
CONSTRUCTION NOTES:
1. THE CONTRACTING OFFICER REPRESENTATIVE (COR) AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING THE PLANS PRIOR TO CONSTRUCTION AND NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN
THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED.
2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND THE DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND
SPECIFICATIONS, WHERE APPLICABLE.
3. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR PHASING AND DETAILS.
4. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES.
7. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES.
8. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES AND STRUCTURES. IF NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS AND COORDINATING THEIR ABANDONMENT WITH THE VA NCA.
9. CONTRACTOR SHALL CONTACT PENNSYLVANIA ONE CALL SYSTEM, INC. AT 1-800-242-1776 OR PA811.COM A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
10. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL
NOTIFY GORDON.
11. GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS SPECIFIED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM.
12. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE CONTRACTOR.
13. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED.
14. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITY LINES UNLESS OTHERWISE NOTED.
15. EARTHWORK SHALL BE COMPACTED IN ACCORDANCE WITH SPECIFICATION 31 20 00.
16. THE CONTRACTING OFFICER REPRESENTATIVE (COR), CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO STAKEOUT AND/OR CONSTRUCTION. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE U.S. DEPARTMENT OF VETERANS AFFAIRS ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. GORDON SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
GENERAL UTILITY NOTES:
1. REFER TO THE PROJECT SPECIFICATIONS FOR WATER MAIN AND SANITARY SEWER CONSTRUCTION METHODS, MATERIALS, FIELD QUALITY CONTROL.
2. THERE SHALL BE NO PHYSICAL CONNECTION BETWEEN THE WATER DISTRIBUTION SYSTEM AND A SANITARY SEWER SYSTEM; ANY PIPES, PUMPS, HYDRANTS OR TANKS WHEREBY UNSAFE WATER OR OTHER CONTAMINATING MATERIALS MAY BE DISCHARGED OR
DRAWN INTO THE SYSTEM.
3. ALL NEW WATER MAINS SHALL BE DISINFECTED BEFORE THEY ARE PLACED IN SERVICE. ALL WATER MAINS TAKEN OUT OF SERVICE FOR INSPECTING, REPAIRING, OR OTHER ACTIVITY THAT MIGHT LEAD TO CONTAMINATION OF WATER SHALL BE DISINFECTED
BEFORE THEY ARE RETURNED TO SERVICE).
4. CONTRACTOR SHALL COORDINATE SERVICE DISCONNECTIONS AND NOTIFY VA RE/COR OF ANY SERVICE DISRUPTIONS PRIOR TO INSTALLATION OF PROPOSED UTILITIES.
WATER:
1. INSTALLATION OF WATER LINES:
A. BEFORE ANY PIPE IS INSTALLED IN TRENCHES, IT SHALL BE INSPECTED FOR DAMAGE AND THE INSIDE OF THE PIPE SHALL BE SWABBED TO REMOVE LOOSE DIRT AND FOREIGN OBJECTS. NO DAMAGED PIPE WILL BE PERMITTED TO BE INSTALLED.
B. BEDDING: CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST 6" BELOW THE BOTTOM OF THE PIPE.
C. COVER: ALL WATER MAINS SHALL BE COVERED WITH A MINIMUM OF 48" OF EARTH COVERING TO PREVENT FREEZING. ALL MAINS LESS THAN 8" IN DIAMETER AND WITHIN 5 FEET OF A HEAVILY TRAVELED HIGHWAY SHALL HAVE A MINIMUM OF 42" OF COVERING.
D. BLOCK: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE PROVIDED WITH TIE RODS OR JOINTS DESIGNED TO PREVENT MOVEMENT.
E. PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAK TESTED IN ACCORDANCE WITH AWWA STANDARD C600. CONTRACTOR SHALL SUBMIT PLAN OF PROPOSED TESTING.
F. DISINFECTION: ALL NEW, CLEANED OR REPAIRED WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651. THE SPECIFICATIONS SHALL INCLUDE MICROBIOLOGICAL TESTING OF ALL WATER MAINS.
2. WATER SERVICE LINES SHOWN ARE APPROXIMATE AND SUBJECT TO CHANGE BASED ON BUILDING ARCHITECTURAL DRAWINGS AND UTILITY CONNECTION LOCATIONS. CONTRACTOR SHALL VERIFY LOCATION OF UTILITY CONNECTIONS AND COORDINATE WITH VA
RE/COR PRIOR TO INSTALLATION.
SANITARY SEWER:
1. ALL SANITARY SEWER LINES SHALL BE COVERED WITH A MINIMUM OF 60" OF EARTH COVERING OVER THE TOP OF PIPE.
2. SEWER LINES SHALL BE LAID IN STRAIGHT LINE WITH UNIFORM SLOPE BETWEEN MANHOLES. SEWERS ON 20% SLOPE OR GREATER SHALL BE ANCHORED SECURELY WITH CONCRETE ANCHORS, OR APPROVED EQUAL.
3. MANHOLES - SHALL BE PRE-CAST CONCRETE MEETING REQUIREMENTS OF AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). THE MINIMUM BASE DIAMETER SHALL BE 48" (MINIMUM OPENING 24"). THE INSIDE BASE OF THE MANHOLE SHALL BE FILLED WITH CONCRETE TO FORM A BENCH SLOPING TOWARD THE FLOW CHANNEL. WATERTIGHT MANHOLE COVERS ARE TO BE USED WHEREVER THE MANHOLE COVERS MAY BE FLOODED BY STREET RUNOFF OR HIGH WATER. PIPE CONNECTIONS TO MANHOLES AND JOINTS ON MANHOLES SHALL BE WATERTIGHT. CONCRETE MANHOLES SHALL BE WATERPROOFED ON THE EXTERIOR WHERE GROUNDWATER CONDITIONS ARE UNFAVORABLE.
4. GRAVITY SEWER LINES SHALL BE PVC PIPE, SCHEDULE SDR-35. ALL PIPES AND FITTINGS SHALL MEET OR EXCEED ALL REQUIREMENTS OF ASTM SPECIFICATIONS D-3034 AND/OR OTHER REQUIREMENTS OF UNI-BELL UNI-B4. JOINTS SHALL BE EITHER O-RING TYPE "OR" MECHANICAL SEAL JOINT MEETING MATERIAL REQUIREMENTS OF ASTM 1784 AND JOINT REQUIREMENTS OF ASTM 3212. NO SOLVENT CEMENT JOINTS WILL BE PERMITTED IN FIELD CONSTRUCTION.
5. LATERAL PIPING AND FITTINGS, IN SIZES 4" THROUGH 6", SHALL BE PVC PIPE, SCHEDULE 40.
10. THE CONTRACTOR SHALL FURNISH AND INSTALL THE WYE BRANCHES, RISER PIPE, SERVICE LATERALS, TRANSITION FITTINGS, AND INCIDENTALS WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE VA RE/COR.
N/ A
DWG 4 of 302
AE WORKS®
FP
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VAULT COMMITTAL
SHELTER 1
FFE=505.27
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SEWER PUMP
STATION
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ESM'T (TYP.)
EX. UNDERGROUND
ELECTRICAL LINE
(TYP.)
EX. HONOR
GUARD BLDG.
24" CMP
4" PVC 10" TCP
" T
CP
15"
12"
METAL
GARAGE
METAL
GARAGE
METAL
GARAGE
APPROX. LOCATION OF
WATER LINE TAKEN FROM
RECORD DRAWINGS TITLED,
"PHASE 4 - GRAVESITE
DEVELOPMENT & CEMETERY
IMPROVEMENTS" DATED 07-08-11
APPROX. LOCATION OF
WATER LINE TAKEN FROM
RECORD DRAWINGS TITLED,
"PHASE 4 - GRAVESITE
DEVELOPMENT & CEMETERY
IMPROVEMENTS" DATED 07-08-11
APPROX. LOCATION OF
WATER LINE TAKEN FROM
RECORD DRAWINGS TITLED,
"PHASE 4 - GRAVESITE
DEVELOPMENT & CEMETERY
IMPROVEMENTS" DATED 07-08-11
BENCHMARK #1:
MAG NAIL #150
ELEV.=480.43
N:398218.4120
E:2299270.9570
BENCHMARK #2:
MAG NAIL #151
ELEV.=487.47
N:398501.5700
E:2299382.4650
BENCHMARK #3:
MAG NAIL #153
ELEV.=505.04
N:399492.0690
E:2297813.7830
BENCHMARK #4:
MAG NAIL #152
ELEV.=518.67
N:399287.5830 E:2297474.8980
BENCHMARK #5:
MAG NAIL #155
ELEV.=467.39
N:398562.5570 E:2296066.6900
BENCHMARK #6:
MAG NAIL #154
ELEV.=493.75
N:398104.9430
E:2296376.7920
BENCHMARK #7:
MAG NAIL #2
ELEV.=491.83
N:397561.1900 E:2297013.7300
BENCHMARK #8:
REBAR #102
ELEV.=480.13
N:397392.1220 E:2297022.7150
U.S. Department of Veterans Affairs
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JPG BJS# Revisions Date
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
Architect/Engineer of Record
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
Stamp
AL
TE
RN
AT
E
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
HONOR ENGINEER COMPANY
HARRISBURG, PA
(717) 533-9077
MABBETT & ASSOCIATES, INC.
STONEHAM, MA
(781) 275-6050
PENNONI ASSOCIATES INC.
MECHANICSBURG, PA
(717) 620-5925
COMMANDER'S CONCEPTS COMMISSIONING
FOREST, VA
(713) 492-1922
AQUA ENGINEERING, INC
FORT COLLINS, CO
(970) 372-6104
BARBER & HOFFMAN, INC.
CRANBERRY TOWNSHIP, PA
(724) 741-0848
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
GRAPHICAL SCALE: 1"=400'
400 200 0 400 800 1200
NORTH
GRAPHIC LEGEND:
PROPERTY LINE
OVERALL CEMETERY PROPERTY
PLAN
GI010
FIS
HE
R
AV
E
BIDDLE DR
BIDDLE DR
BIDDLE DR
QUARTERMASTER RD
CAVALRY RD
INTERSTATE 81
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D
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UNION TOWNSHIPEAST HANOVER
TOWNSHIP
N/ A
DWG 5 of 302
MAINTENANCE COMPLEX
COMMITTAL SHELTER 2
PENNSYLVANIA
VETERANS
MEMORIAL
RETENTION POND
COLUMBARIUM C
COMMITTAL SHELTER 1
REST ROOMS
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COLUMBARIUM B
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8C
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38A
38B
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11 11
16A
16B
19B
19A
21A
16C
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24C24D
33A
31A 31B
33B
12B
12C
12D
12A
19C
16C
24E
APPROXIMATE END OF STUDY LIMITS
PER FEMA MAP 42075CO120E
APPROXIMATE 'ZONE A' FLOODPLAIN
LIMITS PER FEMA MAP 42075CO120E
NORTH EXIT
STAFF ENTRANCE
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