S02 VA813-028 IGNC Phase 5 Drawing_Sheets 24-39.pdf
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FP
FP
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LPLP
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E
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E
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E
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E
OHE
OHE
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E
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OHE OHE OHE OHE OHE OHE
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OH
E
OH
E
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E
OH
E
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE
UNION TOWNSHIP, LEBANON COUNTY
MUNICIPAL BOUNDARY LINE
EAST HANOVER TOWNSHIP, LEBANON COUNTY
UNION TOWNSHIP, LEBANON COUNTY
APPROXIMATE TOWNSHIP LINE
EAST HANOVER TOWNSHIP, LEBANON COUNTY
FM
FM
EM
EM
EM
TR
TR
EM
EM
EX.
GRAVEL
DRIVE
19A
16C
16B
21A
16A
19B 19C
24E
24C 24D
31A
24B24A
31B
33A
9A
9B
9C
8C
12A
12B
12C
12D
38C
38B
38A
17A 17B
MEM A
COLUMBARIUM D
OLD CUMBERLAND
STREET
OLD CUMBERLAND
STREET
INDIANTOWN GAP
ROAD
FIS
HE
R
AV
EN
UE
BIDDLE DRIVE
BIDDLE DRIVE
BIDDLE DRIVE
BIDDLE DRIVE
W
W W W
W W
W W
FM
FM
FM
UGE
UGE
UGE
UGE
UGE
UGE
W
COMMITTAL
SHELTER 1
FFE=505.27
EX. HONOR
GUARD BLDG.
4" PVC 10" TCP
" T
CP
METAL
GARAGE
METAL
GARAGE
METAL
GARAGE
W
NPDES
NPDES
NPDES NPDES
NPDES
NPDES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDESNPDESNPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NP
DE
S
NP
DE
S
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
NPDES
NPDES
NPDES
N
PD
ES
NPDES
NPDES
NPDES
NPDES NPDES NPDES NPDES
AREA 2
SEE SHEET
GC102
AREA 1
SEE SHEET
GC101
AREA 3
SEE SHEET
GC103
OLD CUMBERLAND ST
BIDDLE DR
IN
D
IAN
TO
W N
G
AP R
D
FI
SH
ER
A
VE
ASHER MINER RD
INSET B
SEE SHEET
GC103
INSET A
SEE SHEET
GC103
PBTH
INC-W-028
PBTH
INC-W-029
PBTH
INC-W-026
PBTH
INC-W-025
X
X
X
X
X
FIRST ENERGY EASEMENT
(SEE NOTE 4)
INDIANTOWN GAP RD
INSET C
SEE SHEET
GC101
GC100
OVERALL E&S CONTROL KEY PLAN - STAGE I
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
GRAPHICAL SCALE: 1"=200'
200 100 0 200 400 600
GRAPHIC LEGEND
NPDES PROJECT BOUNDARY
LIMITS OF WORK
NORTH
NPDES
POTENTIAL BOG TURTLE
HABITAT (PBTH) BUFFER
EROSION AND SEDIMENT CONTROL PERMIT:
NPDES PERMIT NO. PAC380223
LEBANON COUNTY CONSERVATION DISTRICT NO. 38-909-007-21
C/O NATE WEAVER, CPESC, E&S SPECIALIST
2120 CORNWALL ROAD, SUITE 5
LEBANON , PA 17042
GENERAL NOTES:
1. THE NPDES PROJECT BOUNDARY IS SHOWN AS AN OVERALL OUTLINE OF THE
ACTIVITIES OCCURRING AT THE CEMETERY, WHICH ALSO ENCOMPASSES THE
PERIMETER ROADS USED TO ACCESS THE VARIOUS WORK LOCATIONS.
2. NO CONSTRUCTION OR DISTURBANCE IS TO OCCUR OUTSIDE OF THE LIMITS OF
WORK (LIMITS OF DISTURBANCE) ILLUSTRATED ON THE PLANS.
3. STAGE I EROSION & SEDIMENT CONTROL REPRESENTS EXISTING CONDITIONS
PRIOR TO ANY WORK BEING PERFORMED FOR THIS CONSTRUCTION PROJECT.
REFER TO CONSTRUCTION PHASING ON SHEETS GI201 THROUGH GI205 FOR
REQUIRED CONSTRUCTION SEQUENCING. SEQUENCING OF EROSION &
SEDIMENT CONTROLS MUST FOLLOW WITH EACH PHASE.
4. NO WORK SHALL BE PERFORMED NEAR OF UNDER THE TRANSMISSION LINES
WITHOUT EXECUTING AN AGREEMENT WITH FIRST ENERGY POWER COMPANY
REGARDING SAFE WORK REQUIREMENTS. PLEASE CONTACT SHARON SCHMITT
AT 973-401-8223/201-274-9640 AND SSCHMITT@FIRSTENERGYCORP.COM.
5. REFER TO SHEET GI100 FOR DETAILED POTENTIAL BOG TURTLE HABITAT
(PBTH) AVOIDANCE MEASURES.
6. CUTTING TREES IS ONLY PERMITTED BETWEEN OCTOBER 1 AND MARCH 31 AS
A PROTECTIVE/AVOIDANCE MEASURE FOR INDIANA BATS.
POTENTIAL BOG
TURTLE HABITAT (PBTH)
DWG 24 of 302
CmB
HSG C
MUNICIPAL BOUNDARY LINE
EAST HANOVER TOWNSHIP, LEBANON COUNTY
FM
FM
FM
FM
FM
FM
FM
FM
FM
GRAVEL
BeC
HSG B
WeD
HSG D
BkB
HSG B
OLD CUMBERLAND STREET
O
LD
C U
M
BER
LAN
D
STR
EET
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
CE
BkB
HSG B
FP
FP
FP
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
INDIANTOWN GAP ROAD
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
NPDES NPDES
NPDES
NPDES
NPDES
CONTRACTOR AND RESIDENT
ENGINEER TRAILERS (SEE
SHEET CS107 FOR LAYOUT)
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
GRAPHICAL SCALE: 1"=40'
40 20 0 40 80 120
NORTH
EM
EM
EM
TR
TR
EM
EM
CO
CO
CO
CO
CO
CO
CO
KEY MAP
SCALE = 1 : 1,000
INDIANTOWN GAP RD
OLD CUMBERLAND ST
BIDDLE DR
ASHER MINER RD
FIS
HE
R
AV
E OL
D
CU
MB
ER
LA
ND
S
T
GC101
E&S CONTROL PLAN STAGE I AREA 1
LEBANON COUNTY SOILS INFORMATION
SYMBOL NAME DRAINAGE CLASS HSG HYDRIC
BeB Bedington shaly silt loam, 3 to 8 percent slopes Well drained B No
BeC Bedington shaly silt loam, 8 to 15 percent slopes Well drained B No
BeD Bedington shaly silt loam, 15 to 25 percent slopes Well drained B No
BegC Beddington channery silt loam, 8 to 15 percent slopes Well drained B No
BkB Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BkC Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BrB Brinkerton silt loam, 3 to 8 percent slopes Poorly drained D Yes
CmB Comly silt loam, 3 to 8 percent slopes Moderately well drained C No
Ho Holly Silt loam Poorly drained B/D Yes
WeB Weikert channery silt loam, 3 to 8 percent slopes Somewhat excessively drained D No
WeD Weikert channery silt loam, 15 to 25 percent slopes Somewhat excessively drained D No
CE
IP
LIMITS OF WORK
ROCK CONSTRUCTION ENTRANCE
EXISTING CONTOUR
INLET PROTECTION - TYPE M INLET
GRAPHIC LEGEND
NPDES NPDES LIMITS
EXISTING STREAM
EXISTING SOIL BOUNDARY
M
AT
C H
L
IN
E
TO
S H
EE
T
GC
EXISTING WETLANDS
100 YEAR FLOOD PLAIN
B
A
INSET C
C
HIGH VISIBILITY BARRIER FENCE
STREAM FLOW DIRECTION
EXISTING SURFACE FLOW
DIRECTION AND SLOPE
COMPOST FILTER SOCK WITH
NO. AND SIZE (SEE TABLE GC501)
DWG 25 of 302
UNDERGROUND STORM
STRUCTURE SHOWN IN
"INDIANTOWN GAP NC
COLUMBARIUM DESIGN /
BUILD" SHEET 38 CG101
GRAVEL
CO
CO
CO
CO
454 455 45
SEDIMENT TRAP #2
TOP OF EMBANKMENT = 458.75
BOTTOM OF FACILITY = 452.75
WeD
HSG D
WeB
HSG D
OLD CUMBERLAND STREET
X X
X X X
X X
X X
X X
XXXX
X X
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDESNPDES
NPDES
NPDES
NPDES
IP
IP
CE
PROPOSED CONTRACTOR YARD
(SEE SHEET CS102 FOR LAYOUT)
MAXIMUM DRAINAGE AREA TO
SEDIMENT TRAP #2 = 1.83 AC.
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
GRAPHICAL SCALE: 1"=40'
40 20 0 40 80 120
NORTH
EM
EM
EM
TR
TR
EM
EM
CO
CO
CO
CO
CO
CO
CO
KEY MAP
SCALE = 1 : 1,000
INDIANTOWN GAP RD
OLD CUMBERLAND ST
BIDDLE DR
ASHER MINER RD
FIS
HE
R
AV
E OL
D
CU
MB
ER
LA
ND
S
T
GC102
E&S CONTROL PLAN STAGE I AREA 2
M
ATC
H
LIN
E TO
SH
EET
GC101
LEBANON COUNTY SOILS INFORMATION
SYMBOL NAME DRAINAGE CLASS HSG HYDRIC
BeB Bedington shaly silt loam, 3 to 8 percent slopes Well drained B No
BeC Bedington shaly silt loam, 8 to 15 percent slopes Well drained B No
BeD Bedington shaly silt loam, 15 to 25 percent slopes Well drained B No
BegC Beddington channery silt loam, 8 to 15 percent slopes Well drained B No
BkB Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BkC Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BrB Brinkerton silt loam, 3 to 8 percent slopes Poorly drained D Yes
CmB Comly silt loam, 3 to 8 percent slopes Moderately well drained C No
Ho Holly Silt loam Poorly drained B/D Yes
WeB Weikert channery silt loam, 3 to 8 percent slopes Somewhat excessively drained D No
WeD Weikert channery silt loam, 15 to 25 percent slopes Somewhat excessively drained D No
CE
IP
LIMITS OF WORK
ROCK CONSTRUCTION ENTRANCE
EXISTING CONTOUR
INLET PROTECTION - TYPE M INLET
GRAPHIC LEGEND
NPDES NPDES LIMITS
EXISTING STREAM
EXISTING SOIL BOUNDARY
EXISTING WETLANDS
MATCH LINE TO SHEET GC103 INSET - A
B
A
EROSION CONTROL BLANKET A
EMERGENCY SPILLWAY
C
HIGH VISIBILITY BARRIER FENCE
STREAM FLOW DIRECTION
EXISTING SURFACE FLOW
DIRECTION AND SLOPE
COMPOST FILTER SOCK WITH
DWG 26 of 302
TR
EM
31A
31B
33A
W
COMMITTAL
SHELTER 1
FFE=505.27
EX. HONOR
GUARD BLDG.
BeC
HSG B
BrB
HSG D
FIRST ENERGY EASEMENT
(SEE NOTE 4 SHEET GC100)
BIDDLE DRIVE
NPDES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES NPDES NPDES
IP
IP
IP
IP
12A
24" CMP
10" TCP
" T
CP
X X
XX
15"
12"
METAL
GARAGE
METAL
GARAGE
IP
IP
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
GRAPHICAL SCALE: 1"=40'
40 20 0 40 80 120
NORTH
EM
EM
EM
TR
TR
EM
EM
CO
CO
CO
CO
CO
CO
CO
KEY MAP
SCALE = 1 : 1,000
INDIANTOWN GAP RD
OLD CUMBERLAND ST
BIDDLE DR
ASHER MINER RD
FIS
HE
R
AV
E OL
D
CU
MB
ER
LA
ND
S
T
GC103
E&S CONTROL PLAN STAGE I AREA 3
LEBANON COUNTY SOILS INFORMATION
SYMBOL NAME DRAINAGE CLASS HSG HYDRIC
BeB Bedington shaly silt loam, 3 to 8 percent slopes Well drained B No
BeC Bedington shaly silt loam, 8 to 15 percent slopes Well drained B No
BeD Bedington shaly silt loam, 15 to 25 percent slopes Well drained B No
BegC Beddington channery silt loam, 8 to 15 percent slopes Well drained B No
BkB Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BkC Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BrB Brinkerton silt loam, 3 to 8 percent slopes Poorly drained D Yes
CmB Comly silt loam, 3 to 8 percent slopes Moderately well drained C No
Ho Holly Silt loam Poorly drained B/D Yes
WeB Weikert channery silt loam, 3 to 8 percent slopes Somewhat excessively drained D No
WeD Weikert channery silt loam, 15 to 25 percent slopes Somewhat excessively drained D No
CE
IP
LIMITS OF WORK
ROCK CONSTRUCTION ENTRANCE
EXISTING CONTOUR
INLET PROTECTION - TYPE M INLET
GRAPHIC LEGEND
NPDES NPDES LIMITS
EXISTING STREAM
EXISTING SOIL BOUNDARY
EXISTING WETLANDS
HIGH VISIBILITY BARRIER FENCE
INSET A
EXISTING BOG TURTLE HABITAT
BUFFER
INSET B
B
A
MATCH LINE TO SHEET GC102
STREAM FLOW DIRECTION
C
EXISTING SURFACE FLOW
DIRECTION AND SLOPE
COMPOST FILTER SOCK WITH
DWG 27 of 302
X
X
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LPLP
LPLP
LP
LP
UNION TOWNSHIP, LEBANON COUNTY
MUNICIPAL BOUNDARY LINE
EAST HANOVER TOWNSHIP, LEBANON COUNTY
UNION TOWNSHIP, LEBANON COUNTY
APPROXIMATE TOWNSHIP LINE
EAST HANOVER TOWNSHIP, LEBANON COUNTY
EM
EM
EM
TR
TR
EM
EM
CO
CO
CO
CO
CO
CO
CO
OLD CUMBERLAND
STREET
OLD CUMBERLAND
STREET
INDIANTOWN GAP
ROAD
FIS
HE
R
AV
EN
UE
BIDDLE DRIVE
BIDDLE DRIVE
BIDDLE DRIVE
BIDDLE DRIVE
W
COMMITTAL
SHELTER 1
FFE=505.27
METAL
GARAGE
METAL
GARAGE
METAL
GARAGE
NEW ENTRANCE ROAD
NEW ROAD 'A'
NE
W
S
ER
VI
CE
E
NT
RA
NC
E
X
X
X
NEW LOOP ROAD
X
X
NPDES
NPDES
NPDES NPDES
NPDES
NPDES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDESNPDESNPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NP
DE
S
NP
DE
S
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
NPDES
NPDES
NPDES
N
PD
ES
NPDES
NPDES
NPDES
NPDES NPDES NPDES NPDES
AREA 1
SEE SHEET
GC201
AREA 2
SEE SHEET
GC202
AREA 3
SEE SHEET
GC203
AREA 4
SEE SHEET
GC204
AREA 5
SEE SHEET
GC205
AREA 9
SEE SHEET
GC209
OLD CUMBERLAND ST
FI
SH
ER
A
VE
BIDDLE DR
AREA 6
SEE SHEET
GC206
AREA 7
SEE SHEET
GC207
AREA 8
SEE SHEET
GC208
INDIANTOWN GAP RD
FIRST ENERGY EASEMENT
(SEE NOTE 4)
PBTH
INC-W-028
PBTH
INC-W-029
PBTH
INC-W-025
BRIDGE #1
BRIDGE #2
BRIDGE #3
ASHER MINER ROAD
GRAPHICAL SCALE: 1"=200'
200 100 0 200 400 600
GC200
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
OVERALL E&S CONTROL KEY PLAN - STAGE II
GRAPHIC LEGEND
NPDES PROJECT BOUNDARY
LIMITS OF WORK
NORTH
NPDES
POTENTIAL BOG TURTLE
HABITAT (PBTH) BUFFER
GENERAL NOTES:
1. THE NPDES PROJECT BOUNDARY IS SHOWN AS AN OVERALL OUTLINE OF THE
ACTIVITIES OCCURRING AT THE CEMETERY, WHICH ALSO ENCOMPASSES THE
PERIMETER ROADS USED TO ACCESS THE VARIOUS WORK LOCATIONS.
2. NO CONSTRUCTION OR DISTURBANCE IS TO OCCUR OUTSIDE OF THE LIMITS OF
WORK (LIMITS OF DISTURBANCE) ILLUSTRATED ON THE PLANS.
3. STAGE II EROSION & SEDIMENT CONTROL REPRESENTS CONDITIONS DURING
CONSTRUCTION AND INITIAL STABILIZATION UPON FINAL GRADING. REFER TO
CONSTRUCTION PHASING ON SHEETS GI201 THROUGH GI205 FOR REQUIRED
CONSTRUCTION SEQUENCING. SEQUENCING OF EROSION & SEDIMENT
CONTROLS MUST FOLLOW WITH EACH PHASE.
4. NO WORK SHALL BE PERFORMED NEAR OF UNDER THE TRANSMISSION LINES
WITHOUT EXECUTING AN AGREEMENT WITH FIRST ENERGY POWER COMPANY
REGARDING SAFE WORK REQUIREMENTS. PLEASE CONTACT SHARON SCHMITT
AT 973-401-8223/201-274-9640 AND SSCHMITT@FIRSTENERGYCORP.COM.
5. REFER TO SHEET GI100 FOR DETAILED POTENTIAL BOG TURTLE HABITAT
(PBTH) AVOIDANCE MEASURES.
6. CUTTING TREES IS ONLY PERMITTED BETWEEN OCTOBER 1 AND MARCH 31 AS
A PROTECTIVE/AVOIDANCE MEASURE FOR INDIANA BATS.
POTENTIAL BOG
TURTLE HABITAT (PBTH)
DWG 28 of 302
BeC
HSG B
425430
422423424426427428429431432433
430 435 440
428 429 431 432 433 434 436 437 438 439 441 442
430427 428 429 431
440 436437438439441
426427428429
420 418
430435
5 445
423424426427
428429431432433434
443444
3424426427428429
431432433434
436437
430430435
429429431431 432 432
1 44
3 44
NEW ENTRANCE ROAD
MA
IN
TE
NA
NC
E
CO
MP
LE
X
EQ
UI
PM
EN
T
ST
OR
AG
E
BU
ILD
IN
G
EAST HANOVER TOWNSHIP, LEBANON COUNTY
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
MODIFIED SEDIMENT TRAP #3
TOP OF EMBANKMENT = 443.75
BOTTOM OF FACILITY = 439.75
CE
IP
IP
INC-W-020
OLD CUMBERLAND STREET
O
LD
C U
M
BER
LAN
D
STR
EET
INC-W-020
425430
422423424426427428429431432433
430430435
429429431431 432 432
1 44
3 44
IP
CFS
CFS
CFS
CFS
INC-W-020
EM
EM
EM
TR
TR
EM
EM
CO
CO
CO
CO
CO
CO
CO
KEY MAP
SCALE = 1 : 1,000
INDIANTOWN GAP RD
OLD CUMBERLAND ST
BIDDLE DR
ASHER MINER RD
FIS
HE
R
AV
E OL
D
CU
MB
ER
LA
ND
S
T
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
GRAPHICAL SCALE: 1"=40'
40 20 0 40 80 120
NORTH
GC201
9 7
SEE INSET A
GRAPHICAL SCALE: 1"=20'
20 10 0 20 40 60
E&S CONTROL PLAN STAGE II AREA 1
MATCH LINE TO SHEET GC202
M
AT
C
H L
IN
E
TO
S
H
EE
T
GC
CE
IP
LIMITS OF WORK
ROCK CONSTRUCTION ENTRANCE
COMPOST FILTER SOCK WITH
NO. AND SIZE (SEE TABLE GC501)
EXISTING CONTOUR
PROPOSED CONTOUR261
INLET PROTECTION - TYPE M INLET
STAGE II - DEVELOPMENT
GRAPHIC LEGEND
NPDES NPDES LIMITS
EXISTING STREAM LINE
EXISTING SOIL BOUNDARY
LEBANON COUNTY SOILS INFORMATION
SYMBOL NAME DRAINAGE CLASS HSG HYDRIC
BeB Bedington shaly silt loam, 3 to 8 percent slopes Well drained B No
BeC Bedington shaly silt loam, 8 to 15 percent slopes Well drained B No
BeD Bedington shaly silt loam, 15 to 25 percent slopes Well drained B No
BegC Beddington channery silt loam, 8 to 15 percent slopes Well drained B No
BkB Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BkC Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BrB Brinkerton silt loam, 3 to 8 percent slopes Poorly drained D Yes
CmB Comly silt loam, 3 to 8 percent slopes Moderately well drained C No
Ho Holly Silt loam Poorly drained B/D Yes
WeB Weikert channery silt loam, 3 to 8 percent slopes Somewhat excessively drained D No
WeD Weikert channery silt loam, 15 to 25 percent slopes Somewhat excessively drained D No
EROSION CONTROL BLANKET A
EXISTING WETLANDS
HIGH VISIBILITY BARRIER FENCE
EMERGENCY SPILLWAY
EROSION CONTROL BLANKET C
100 YEAR FLOOD PLAIN
COMPOST SOCK CONCRETE
WASHOUT
INSET A
RIPRAP APRON WITH OUTLET
NUMBER (SEE TABLE IN DETAIL)
NOTES:
1. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL BECOME TURF ACCORDING TO THE LANDSCAPE PLANS UPON THE COMPLETION OF CONSTRUCTION SHALL BE TEMPORARILY STABILIZED WITH SEED, SOIL AMENDMENTS AND MULCH PER THE SPECIFICATIONS LISTED ON SHEET GC500.
PERMANENT STABILIZATION PER THE LANDSCAPE PLANS.
2. ALL AREAS TO BE REFORESTED AND STROMWATER BASINS SHALL BE PERMANENTLY SEEDED PER
SHEET L-101 AND STABILIZED WITH MULCH.
STREAM FLOW DIRECTION
DWG 29 of 302
BkB
HSG B
BeD
HSG B
WeD
HSG D
440 436437438439441
426427428429
420 418
430435
5 445
423424426427
428429431432433434
443444
3424426427428429
431432433434
436437
0439 441 442 443
447448
451452453
5 463
46446
430430435
429429431431 432 432
433434
1 44
3 44
NEW ENTRANCE ROAD
MA
IN
TE
NA
NC
E
CO
MP
LE
X
FU
TU
RE
MA
IN
TE
NA
NC
E
CO
MP
LE
X
EQ
UI
PM
EN
T
ST
OR
AG
E
BU
ILD
IN
G
OP
EN
E
QU
IP
ME
NT
ST
OR
AG
E
BU
ILD
IN
G
FU
EL
PU
MP
S
BULKSTORAGE
UNION TOWNSHIP, LEBANON COUNTY
MUNICIPAL BOUNDARY LINE
EAST HANOVER TOWNSHIP, LEBANON COUNTY
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
W
MODIFIED SEDIMENT TRAP #6
TOP OF EMBANKMENT = 443.75
BOTTOM OF FACILITY = 438.75
CE
IP
IP
IP
IP
IP
IP
O
LD
C U
M
BE
R
LA
N D
S
TR
EE
T
EM
EM
EM
TR
TR
EM
EM
CO
CO
CO
CO
CO
CO
CO
KEY MAP
SCALE = 1 : 1,000
INDIANTOWN GAP RD
OLD CUMBERLAND ST
BIDDLE DR
ASHER MINER RD
FIS
HE
R
AV
E OL
D
CU
MB
ER
LA
ND
S
T
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
GRAPHICAL SCALE: 1"=40'
40 20 0 40 80 120
NORTH
GC202
9 7
NORTH
E&S CONTROL PLAN STAGE II AREA 2
M
AT
C H
L
IN
E
TO
S H
EE
T
GC
MATCH LINE TO SHEET GC201
NORTH
LEBANON COUNTY SOILS INFORMATION
SYMBOL NAME DRAINAGE CLASS HSG HYDRIC
BeB Bedington shaly silt loam, 3 to 8 percent slopes Well drained B No
BeC Bedington shaly silt loam, 8 to 15 percent slopes Well drained B No
BeD Bedington shaly silt loam, 15 to 25 percent slopes Well drained B No
BegC Beddington channery silt loam, 8 to 15 percent slopes Well drained B No
BkB Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BkC Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BrB Brinkerton silt loam, 3 to 8 percent slopes Poorly drained D Yes
CmB Comly silt loam, 3 to 8 percent slopes Moderately well drained C No
Ho Holly Silt loam Poorly drained B/D Yes
WeB Weikert channery silt loam, 3 to 8 percent slopes Somewhat excessively drained D No
WeD Weikert channery silt loam, 15 to 25 percent slopes Somewhat excessively drained D No
CE
IP
LIMITS OF WORK
ROCK CONSTRUCTION ENTRANCE
PERMANENT RUNOFF DIVERSION SOCK
WITH NO. AND SIZE (SEE TABLE GC501)
EXISTING CONTOUR
PROPOSED CONTOUR261
INLET PROTECTION - TYPE M INLET
STAGE II - DEVELOPMENT
GRAPHIC LEGEND
NPDES NPDES LIMITS
EXISTING STREAM LINE
EXISTING SOIL BOUNDARY
EXISTING WETLANDS
HIGH VISIBILITY BARRIER FENCE
CHECKDAM FILTER SOCK WITH
NO. AND SIZE (SEE TABLE GC501)
100 YEAR FLOOD PLAIN
EMERGENCY SPILLWAY
EROSION CONTROL BLANKET A
EROSION CONTROL BLANKET C
NOTES:
1. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL BECOME TURF ACCORDING TO THE LANDSCAPE PLANS UPON THE COMPLETION OF CONSTRUCTION SHALL BE TEMPORARILY STABILIZED WITH SEED, SOIL AMENDMENTS AND MULCH PER THE SPECIFICATIONS LISTED ON SHEET GC500.
PERMANENT STABILIZATION PER THE LANDSCAPE PLANS.
2. ALL AREAS TO BE REFORESTED AND STROMWATER BASINS SHALL BE PERMANENTLY SEEDED PER
SHEET L-101 AND STABILIZED WITH MULCH.
COMPOST FILTER SOCK WITH
NO. AND SIZE (SEE TABLE GC501)
RIPRAP APRON WITH OUTLET
NUMBER (SEE TABLE IN DETAIL)
DWG 30 of 302
HSG B
468 469
471 472 473 474
482 483
470475480 469471472473474476477478479481
468469
460 456 457458459
461462463464
477478
457 458 459
NEW ROAD 'A'
NEW LOOP ROAD
BeB
HSG B
WeD
HSG D
BkB
HSG B
WeB
HSG D
MODIFIED SEDIMENT TRAP #5
TOP OF EMBANKMENT = 471.75
BOTTOM OF FACILITY = 468.75
MODIFIED SEDIMENT TRAP #1
TOP OF FACILITY = 460.75
BOTTOM OF FACILITY = 455.75
IP
IPIP
INC-W-020
EM
EM
EM
TR
TR
EM
EM
CO
CO
CO
CO
CO
CO
CO
KEY MAP
SCALE = 1 : 1,000
INDIANTOWN GAP RD
OLD CUMBERLAND ST
BIDDLE DR
ASHER MINER RD
FIS
HE
R
AV
E OL
D
CU
MB
ER
LA
ND
S
T
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
GRAPHICAL SCALE: 1"=40'
40 20 0 40 80 120
NORTH
GC203
9 7
NORTH
E&S CONTROL PLAN STAGE II AREA 3
M
AT
C H
L
IN
E
TO
S H
EE
T
GC
MATCH LINE TO SHEET GC204
M
ATC
H
LIN
E TO
SH
EET
GC202
NORTH
LEBANON COUNTY SOILS INFORMATION
SYMBOL NAME DRAINAGE CLASS HSG HYDRIC
BeB Bedington shaly silt loam, 3 to 8 percent slopes Well drained B No
BeC Bedington shaly silt loam, 8 to 15 percent slopes Well drained B No
BeD Bedington shaly silt loam, 15 to 25 percent slopes Well drained B No
BegC Beddington channery silt loam, 8 to 15 percent slopes Well drained B No
BkB Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BkC Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BrB Brinkerton silt loam, 3 to 8 percent slopes Poorly drained D Yes
CmB Comly silt loam, 3 to 8 percent slopes Moderately well drained C No
Ho Holly Silt loam Poorly drained B/D Yes
WeB Weikert channery silt loam, 3 to 8 percent slopes Somewhat excessively drained D No
WeD Weikert channery silt loam, 15 to 25 percent slopes Somewhat excessively drained D No
CE
LIMITS OF WORK
ROCK CONSTRUCTION ENTRANCE
EXISTING CONTOUR
PROPOSED CONTOUR261
GRAPHIC LEGEND
NPDES NPDES LIMITS
EXISTING STREAM LINE
EXISTING SOIL BOUNDARY
EXISTING WETLANDS
HIGH VISIBILITY BARRIER FENCE
EROSION CONTROL BLANKET A
NOTES:
1. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL BECOME TURF ACCORDING TO THE LANDSCAPE PLANS UPON THE COMPLETION OF CONSTRUCTION SHALL BE TEMPORARILY STABILIZED WITH SEED, SOIL AMENDMENTS AND MULCH PER THE SPECIFICATIONS LISTED ON SHEET GC500.
PERMANENT STABILIZATION PER THE LANDSCAPE PLANS.
2. ALL AREAS TO BE REFORESTED AND STROMWATER BASINS SHALL BE PERMANENTLY SEEDED PER
SHEET L-101 AND STABILIZED WITH MULCH.
IP INLET PROTECTION - TYPE M INLET
STAGE II - DEVELOPMENT
CHECKDAM FILTER SOCK WITH
NO. AND SIZE (SEE TABLE GC501)
EMERGENCY SPILLWAY
EROSION CONTROL BLANKET C
COMPOST FILTER SOCK WITH
NO. AND SIZE (SEE TABLE GC501)
RIPRAP APRON WITH OUTLET
NUMBER (SEE TABLE IN DETAIL)
DWG 31 of 302
455 454
446447448449
451452453454456457458459
482483
466467468469
471472473474
470 466
46947
458459 461462463464
466467468469 471472473474
481 482 483 484
5 47
480 481
481482
481482
477478
456 457 458 459
457458459
462463464466
NE
W
S
ER
VI
CE
E
NT
RA
NC
E
X X
X X X
X X
X X
X X
XXXX
X X
CO
CO
CO
CO
CO
CO
COLUMBARIUM D
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
WeD
HSG D
WeB
HSG D
WeB
HSG D
BeC
HSG B
WeB
HSG D
SEDIMENT TRAP #2
TOP OF EMBANKMENT = 458.75
BOTTOM OF FACILITY = 452.75
MODIFIED SEDIMENT TRAP #7
TOP OF EMBANKMENT = 481.50
BOTTOM OF FACILITY = 476.50
CE
IP
IP
IP
IP
IP
IP
IP
PROPOSED
CONTRACTOR
YARD
OLD CUMBERLAND STREET
EM
EM
EM
TR
TR
EM
EM
CO
CO
CO
CO
CO
CO
CO
KEY MAP
SCALE = 1 : 1,000
INDIANTOWN GAP RD
OLD CUMBERLAND ST
BIDDLE DR
ASHER MINER RD
FIS
HE
R
AV
E OL
D
CU
MB
ER
LA
ND
S
T
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
GRAPHICAL SCALE: 1"=40'
40 20 0 40 80 120
NORTH
GC204
9 7
NORTH
E&S CONTROL PLAN STAGE II AREA 4
M
AT
C H
L
IN
E
TO
S H
EE
T
GC
MATCH LINE TO SHEET GC203
M
ATC
H
LIN
E TO
SH
EET
GC201
NORTH
LEBANON COUNTY SOILS INFORMATION
SYMBOL NAME DRAINAGE CLASS HSG HYDRIC
BeB Bedington shaly silt loam, 3 to 8 percent slopes Well drained B No
BeC Bedington shaly silt loam, 8 to 15 percent slopes Well drained B No
BeD Bedington shaly silt loam, 15 to 25 percent slopes Well drained B No
BegC Beddington channery silt loam, 8 to 15 percent slopes Well drained B No
BkB Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BkC Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BrB Brinkerton silt loam, 3 to 8 percent slopes Poorly drained D Yes
CmB Comly silt loam, 3 to 8 percent slopes Moderately well drained C No
Ho Holly Silt loam Poorly drained B/D Yes
WeB Weikert channery silt loam, 3 to 8 percent slopes Somewhat excessively drained D No
WeD Weikert channery silt loam, 15 to 25 percent slopes Somewhat excessively drained D No
CE
LIMITS OF WORK
ROCK CONSTRUCTION ENTRANCE
EXISTING CONTOUR
PROPOSED CONTOUR261
GRAPHIC LEGEND
NPDES NPDES LIMITS
EXISTING STREAM LINE
EXISTING SOIL BOUNDARY
EXISTING WETLANDS
HIGH VISIBILITY BARRIER FENCE
EROSION CONTROL BLANKET A
NOTES:
1. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL BECOME TURF ACCORDING TO THE LANDSCAPE PLANS UPON THE COMPLETION OF CONSTRUCTION SHALL BE TEMPORARILY STABILIZED WITH SEED, SOIL AMENDMENTS AND MULCH PER THE SPECIFICATIONS LISTED ON SHEET GC500.
PERMANENT STABILIZATION PER THE LANDSCAPE PLANS.
2. ALL AREAS TO BE REFORESTED AND STROMWATER BASINS SHALL BE PERMANENTLY SEEDED PER
SHEET L-101 AND STABILIZED WITH MULCH.
IP INLET PROTECTION - TYPE M INLET
STAGE II - DEVELOPMENT
CHECKDAM FILTER SOCK WITH
NO. AND SIZE (SEE TABLE GC501)
EMERGENCY SPILLWAY
EROSION CONTROL BLANKET C
COMPOST FILTER SOCK WITH
NO. AND SIZE (SEE TABLE GC501)
RIPRAP APRON WITH OUTLET
NUMBER (SEE TABLE IN DETAIL)
DWG 32 of 302
BeB
16C
16B
21A
16A
19B 19C
24E
24C 24D
24B24A
33A
38B
38A
17A 17B
CmB
HSG C
CmB
HSG C
WeD
HSG D
PBTH
INC-W-025
BRIDGE #3
(SEE SHEET BR103
FOR E&S CONTROLS)
IP
IP
IP
IP
EM
EM
EM
TR
TR
EM
EM
CO
CO
CO
CO
CO
CO
CO
KEY MAP
SCALE = 1 : 1,000
INDIANTOWN GAP RD
OLD CUMBERLAND ST
BIDDLE DR
ASHER MINER RD
FIS
HE
R
AV
E OL
D
CU
MB
ER
LA
ND
S
T
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
GRAPHICAL SCALE: 1"=40'
40 20 0 40 80 120
NORTH
GC205
9 7
M
AT
C H
L
IN
E
TO
S H
EE
T
GC
E&S CONTROL PLAN STAGE II AREA 5
MATCH LINE TO SHEET GC206
M
ATC
H
LIN
E TO
SH
EET
LEBANON COUNTY SOILS INFORMATION
SYMBOL NAME DRAINAGE CLASS HSG HYDRIC
BeB Bedington shaly silt loam, 3 to 8 percent slopes Well drained B No
BeC Bedington shaly silt loam, 8 to 15 percent slopes Well drained B No
BeD Bedington shaly silt loam, 15 to 25 percent slopes Well drained B No
BegC Beddington channery silt loam, 8 to 15 percent slopes Well drained B No
BkB Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BkC Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BrB Brinkerton silt loam, 3 to 8 percent slopes Poorly drained D Yes
CmB Comly silt loam, 3 to 8 percent slopes Moderately well drained C No
Ho Holly Silt loam Poorly drained B/D Yes
WeB Weikert channery silt loam, 3 to 8 percent slopes Somewhat excessively drained D No
WeD Weikert channery silt loam, 15 to 25 percent slopes Somewhat excessively drained D No
IP
LIMITS OF WORK
EXISTING CONTOUR
PROPOSED CONTOUR261
INLET PROTECTION - TYPE M INLET
STAGE II - DEVELOPMENT
GRAPHIC LEGEND
NPDES NPDES LIMITS
EXISTING STREAM LINE
EXISTING SOIL BOUNDARY
EXISTING WETLANDS
HIGH VISIBILITY BARRIER FENCE
EXISTING BOG TURTLE HABITAT
BUFFER
POTENTIAL BOG TURTLE HABITAT (PBTH)
M
AT
C H
L
IN
E
TO
S H
EE
T
GC
NOTES:
1. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL BECOME TURF ACCORDING TO THE LANDSCAPE PLANS UPON THE COMPLETION OF CONSTRUCTION SHALL BE TEMPORARILY STABILIZED WITH SEED, SOIL AMENDMENTS AND MULCH PER THE SPECIFICATIONS LISTED ON SHEET GC500.
PERMANENT STABILIZATION PER THE LANDSCAPE PLANS.
2. ALL AREAS TO BE REFORESTED AND STROMWATER BASINS SHALL BE PERMANENTLY SEEDED PER
SHEET L-101 AND STABILIZED WITH MULCH.
DWG 33 of 302
3503503
HONOR
GUARD
TR
EM
EM
31A
31B
33A
W
COMMITTAL
SHELTER 1
FFE=505.27
NPDES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES NPDES NPDES NPDES NPDES NPDES NPDES NPDES
CmB
HSG C
FIRST ENERGY EASEMENT
(SEE NOTE 4 SHEET GC200)
IP
IP
IP
IP
IP
IP
STORM CHAMBER
SYSTEM
BIDDLE DRIVE
EM
EM
EM
TR
TR
EM
EM
CO
CO
CO
CO
CO
CO
CO
KEY MAP
SCALE = 1 : 1,000
INDIANTOWN GAP RD
OLD CUMBERLAND ST
BIDDLE DR
ASHER MINER RD
FIS
HE
R
AV
E OL
D
CU
MB
ER
LA
ND
S
T
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
GRAPHICAL SCALE: 1"=40'
40 20 0 40 80 120
NORTH
GC206
9 7
MATCH LINE TO SHEET GC205
E&S CONTROL PLAN STAGE II AREA 6
LEBANON COUNTY SOILS INFORMATION
SYMBOL NAME DRAINAGE CLASS HSG HYDRIC
BeB Bedington shaly silt loam, 3 to 8 percent slopes Well drained B No
BeC Bedington shaly silt loam, 8 to 15 percent slopes Well drained B No
BeD Bedington shaly silt loam, 15 to 25 percent slopes Well drained B No
BegC Beddington channery silt loam, 8 to 15 percent slopes Well drained B No
BkB Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BkC Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BrB Brinkerton silt loam, 3 to 8 percent slopes Poorly drained D Yes
CmB Comly silt loam, 3 to 8 percent slopes Moderately well drained C No
Ho Holly Silt loam Poorly drained B/D Yes
WeB Weikert channery silt loam, 3 to 8 percent slopes Somewhat excessively drained D No
WeD Weikert channery silt loam, 15 to 25 percent slopes Somewhat excessively drained D No
LIMITS OF WORK
EXISTING CONTOUR
PROPOSED CONTOUR261
GRAPHIC LEGEND
NPDES NPDES LIMITS
EXISTING STREAM LINE
EXISTING SOIL BOUNDARY
EXISTING WETLANDS
HIGH VISIBILITY BARRIER FENCE
COMPOST SOCK CONCRETE
WASHOUT
EXISTING BOG TURTLE HABITAT
BUFFER
NOTES:
1. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL BECOME TURF ACCORDING TO THE LANDSCAPE PLANS UPON THE COMPLETION OF CONSTRUCTION SHALL BE TEMPORARILY STABILIZED WITH SEED, SOIL AMENDMENTS AND MULCH PER THE SPECIFICATIONS LISTED ON SHEET GC500.
PERMANENT STABILIZATION PER THE LANDSCAPE PLANS.
2. ALL AREAS TO BE REFORESTED AND STROMWATER BASINS SHALL BE PERMANENTLY SEEDED PER
SHEET L-101 AND STABILIZED WITH MULCH.
STREAM FLOW DIRECTION
IP INLET PROTECTION - TYPE M INLET
STAGE II - DEVELOPMENT
CHECKDAM FILTER SOCK WITH
NO. AND SIZE (SEE TABLE GC501)
COMPOST FILTER SOCK WITH
DWG 34 of 302
BrB
HSG D
BeB
HSG B
BkC
HSG B
W
AS
H
BA
Y
XXXX
X X
X
X
EM
EM
EM
TR
XX
METAL
GARAGE
METAL
GARAGE
METAL
GARAGE
NPDES
NPDES
NPDES
NPDES
NPDES
BkC
HSG B
BkB
HSG B
CmB
HSG C
PBTH
INC-W-028
PBTH
INC-W-029
BRIDGE #1
(SEE SHEET BR101
FOR E&S CONTROLS)
BRIDGE #2
(SEE SHEET BR102
FOR E&S CONTROLS)
IP
IP
IP
IP
IP
SEE CT102 FOR
ADDITIONAL PBTH
PROTECTION
SEE CT102 FOR
ADDITIONAL PBTH
PROTECTION
OLD CUMBERLAND STREET
EM
EM
EM
TR
TR
EM
EM
CO
CO
CO
CO
CO
CO
CO
KEY MAP
SCALE = 1 : 1,000
INDIANTOWN GAP RD
OLD CUMBERLAND ST
BIDDLE DR
ASHER MINER RD
FIS
HE
R
AV
E OL
D
CU
MB
ER
LA
ND
S
T
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
GRAPHICAL SCALE: 1"=40'
40 20 0 40 80 120
NORTH
GC207
9 7
E&S CONTROL PLAN STAGE II AREA 7
MATCH LINE TO SHEET
GC208
MATCH LINE TO SHEET
GC205
LEBANON COUNTY SOILS INFORMATION
SYMBOL NAME DRAINAGE CLASS HSG HYDRIC
BeB Bedington shaly silt loam, 3 to 8 percent slopes Well drained B No
BeC Bedington shaly silt loam, 8 to 15 percent slopes Well drained B No
BeD Bedington shaly silt loam, 15 to 25 percent slopes Well drained B No
BegC Beddington channery silt loam, 8 to 15 percent slopes Well drained B No
BkB Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BkC Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BrB Brinkerton silt loam, 3 to 8 percent slopes Poorly drained D Yes
CmB Comly silt loam, 3 to 8 percent slopes Moderately well drained C No
Ho Holly Silt loam Poorly drained B/D Yes
WeB Weikert channery silt loam, 3 to 8 percent slopes Somewhat excessively drained D No
WeD Weikert channery silt loam, 15 to 25 percent slopes Somewhat excessively drained D No
LIMITS OF WORK
EXISTING CONTOUR
PROPOSED CONTOUR261
GRAPHIC LEGEND
NPDES NPDES LIMITS
EXISTING STREAM LINE
EXISTING SOIL BOUNDARY
EXISTING WETLANDS
HIGH VISIBILITY BARRIER FENCE
POTENTIAL BOG TURTLE HABITAT (PBTH)
EXISTING BOG TURTLE HABITAT
BUFFER
NOTES:
1. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL BECOME TURF ACCORDING TO THE LANDSCAPE PLANS UPON THE COMPLETION OF CONSTRUCTION SHALL BE TEMPORARILY STABILIZED WITH SEED, SOIL AMENDMENTS AND MULCH PER THE SPECIFICATIONS LISTED ON SHEET GC500.
PERMANENT STABILIZATION PER THE LANDSCAPE PLANS.
2. ALL AREAS TO BE REFORESTED AND STROMWATER BASINS SHALL BE PERMANENTLY SEEDED PER
SHEET L-101 AND STABILIZED WITH MULCH.
IP INLET PROTECTION - TYPE M INLET
STAGE II - DEVELOPMENT
COMPOST FILTER SOCK WITH
NO. AND SIZE (SEE TABLE GC501)
DWG 35 of 302
BeC
X
X
9C
8C
NPDES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
N
PD
ES
N
PD
ES
N
PD
ES
NPDES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
NP
DE
S
NPDES
NPDES
NPDES NPDES NPDES NPDES NPDES NPDES
N
PD
ES
NPDES
NPDES NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
Ho
HSG
CmB
HSG C
IP
IP
FIRST ENERGY EASEMENT
(SEE NOTE 4 SHEET GC200)
EM
EM
EM
TR
TR
EM
EM
CO
CO
CO
CO
CO
CO
CO
KEY MAP
SCALE = 1 : 1,000
INDIANTOWN GAP RD
OLD CUMBERLAND ST
BIDDLE DR
ASHER MINER RD
FIS
HE
R
AV
E OL
D
CU
MB
ER
LA
ND
S
T
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
GRAPHICAL SCALE: 1"=40'
40 20 0 40 80 120
NORTH
GC208
9 7
E&S CONTROL PLAN STAGE II AREA 8
MATCH LINE TO SHEET
GC207
LEBANON COUNTY SOILS INFORMATION
SYMBOL NAME DRAINAGE CLASS HSG HYDRIC
BeB Bedington shaly silt loam, 3 to 8 percent slopes Well drained B No
BeC Bedington shaly silt loam, 8 to 15 percent slopes Well drained B No
BeD Bedington shaly silt loam, 15 to 25 percent slopes Well drained B No
BegC Beddington channery silt loam, 8 to 15 percent slopes Well drained B No
BkB Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BkC Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BrB Brinkerton silt loam, 3 to 8 percent slopes Poorly drained D Yes
CmB Comly silt loam, 3 to 8 percent slopes Moderately well drained C No
Ho Holly Silt loam Poorly drained B/D Yes
WeB Weikert channery silt loam, 3 to 8 percent slopes Somewhat excessively drained D No
WeD Weikert channery silt loam, 15 to 25 percent slopes Somewhat excessively drained D No
IP
LIMITS OF WORK
EXISTING CONTOUR
PROPOSED CONTOUR261
INLET PROTECTION - TYPE M INLET
STAGE II - DEVELOPMENT
GRAPHIC LEGEND
NPDES NPDES LIMITS
EXISTING STREAM LINE
EXISTING SOIL BOUNDARY
EXISTING WETLANDS
TEMPORARY HIGH VISIBILITY
BARRIER FENCE - ORANGE FENCE
NOTES:
1. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL BECOME TURF ACCORDING TO THE LANDSCAPE PLANS UPON THE COMPLETION OF CONSTRUCTION SHALL BE TEMPORARILY STABILIZED WITH SEED, SOIL AMENDMENTS AND MULCH PER THE SPECIFICATIONS LISTED ON SHEET GC500.
PERMANENT STABILIZATION PER THE LANDSCAPE PLANS.
2. ALL AREAS TO BE REFORESTED AND STROMWATER BASINS SHALL BE PERMANENTLY SEEDED PER
SHEET L-101 AND STABILIZED WITH MULCH.
COMPOST FILTER SOCK WITH
NO. AND SIZE (SEE TABLE GC501)
DWG 36 of 302
Ho
HSG
B/D
BkB
HSG B
WeD
HSG D
BrB
HSG D
WeD
HSG D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
XX
X
X
X
X
LP
NPDES
NPDES
NPDES
NPDES
NPDES
NPDESNPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDESNPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NP
DE
S
NP
DE
S
NP
DE
S
NP
DE
S
NP
DE
S
NP
DE
S
NP
DE
S
NP
DE
S
NP
DE
S
NP
DE
S
NP
DE
S
NP
DE
S
NP
DE
S
NP
DE
S
NP
DE
S
NP
DE
S
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
NPDES
N
PD
ES
Ho
HSG
B/D
Ho
HSG
B/D
WeD
HSG D
BkC
HSG B
BkB
HSG B
Ho
HSG
B/D
CmB
HSG C
IP
CONTRACTOR AND RESIDENT
ENGINEER TRAILERS (SEE
SHEET CS107 FOR LAYOUT)
FI
SH
ER
A
VE
NU
E
INDIANTOWN GAP ROAD
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
GRAPHICAL SCALE: 1"=40'
40 20 0 40 80 120
GC209
EM
EM
EM
TR
TR
EM
EM
CO
CO
CO
CO
CO
CO
CO
KEY MAP
SCALE = 1 : 1,000
INDIANTOWN GAP RD
OLD CUMBERLAND ST
BIDDLE DR
ASHER MINER RD
FIS
HE
R
AV
E OL
D
CU
MB
ER
LA
ND
S
T
NORTH
E&S CONTROL PLAN STAGE II AREA 9
MATCH LINE TO SHEET
GC208
LEBANON COUNTY SOILS INFORMATION
SYMBOL NAME DRAINAGE CLASS HSG HYDRIC
BeB Bedington shaly silt loam, 3 to 8 percent slopes Well drained B No
BeC Bedington shaly silt loam, 8 to 15 percent slopes Well drained B No
BeD Bedington shaly silt loam, 15 to 25 percent slopes Well drained B No
BegC Beddington channery silt loam, 8 to 15 percent slopes Well drained B No
BkB Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BkC Berks channery silt loam, 3 to 8 percent slopes Well drained B No
BrB Brinkerton silt loam, 3 to 8 percent slopes Poorly drained D Yes
CmB Comly silt loam, 3 to 8 percent slopes Moderately well drained C No
Ho Holly Silt loam Poorly drained B/D Yes
WeB Weikert channery silt loam, 3 to 8 percent slopes Somewhat excessively drained D No
WeD Weikert channery silt loam, 15 to 25 percent slopes Somewhat excessively drained D No
LIMITS OF WORK
EXISTING CONTOUR
PROPOSED CONTOUR261
GRAPHIC LEGEND
NPDES NPDES LIMITS
EXISTING STREAM LINE
EXISTING SOIL BOUNDARY
EXISTING WETLANDS
TEMPORARY HIGH VISIBILITY
BARRIER FENCE - ORANGE FENCE
ENTRY MEADOW REFORESTATION
AREA
NOTES:
1. ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL BECOME TURF ACCORDING TO THE LANDSCAPE PLANS UPON THE COMPLETION OF CONSTRUCTION SHALL BE TEMPORARILY STABILIZED WITH SEED, SOIL AMENDMENTS AND MULCH PER THE SPECIFICATIONS LISTED ON SHEET GC500.
PERMANENT STABILIZATION PER THE LANDSCAPE PLANS.
2. ALL AREAS TO BE REFORESTED AND STROMWATER BASINS SHALL BE PERMANENTLY SEEDED PER
SHEET L-101 AND STABILIZED WITH MULCH.
IP INLET PROTECTION - TYPE M INLET
STAGE II - DEVELOPMENT
COMPOST FILTER SOCK WITH
NO. AND SIZE (SEE TABLE GC501)
DWG 37 of 302
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
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
02.18.2022 JCH WCS
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date
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
AL
TE
RN
AT
E
® GC500
EROSION AND SEDIMENT CONTROL BMP SEQUENCING:
NOTES:
1: E&S CONTROL BMP SEQUENCING HAS BEEN COORDINATED WITH THE CONSTRUCTION
SEQUENCING PLANS ON DRAWING NUMBERS GI201 THROUGH GI205. REFER TO THESE
PLANS FOR GENERAL SEQUENCING REQUIREMENTS, MAINTENANCE OF TRAFFIC AND
CONTRACTOR PRIMARY CONSTRUCTION ACCESS ROUTES.
2: STAGE I E&S CONTROL REPRESENTS EXISTING CONDITIONS PRIOR TO ANY WORK BEING
PERFORMED AT THE SITE. STATE II E&S CONTROL REPRESENTS CONDITIONS DURING
CONSTRUCTION AND INITIAL STABILIZATION UPON FINAL GRADING. REFER TO BOTH STAGE I
AND STAGE II E&S CONTROLS FOR EACH PHASE OF CONSTRUCTION LISTED BELOW.
PHASE 1 CONSTRUCTION (RELATED TO THE NEW EXPANSION AREA, SHEET GI201):
1. PERFORM SURVEY STAKEOUT AND FIELD-MARK LIMITS OF DISTURBANCE (LOD) IN
EXPANSION AREA AND ENVIRONMENTALLY SENSITIVE AREAS, INCLUDING WETLANDS
WITHIN THE LOD.
1.1. INSTALL HIGH VISIBILITY BARRIER FENCE AROUND WETLANDS. NO CROSSINGS OF
WETLANDS ARE ANTICIPATED.
1.2. INSTALL TEMPORARY VISUAL BARRIER CONSTRUCTION FENCE TO SHIELD CEMETERY
VISITORS TO CONSTRUCTION OPERATIONS. ADJUST AS NECESSARY AS CONSTRUCTION
ACTIVITIES PROCEED.
1.3. CROSSING STREAM CHANNELS WITH ANY TYPE OF CONSTRUCTION VEHICLE OR
EQUIPMENT IS UNACCEPTABLE. IF TEMPORARY STREAM CROSSINGS ARE DETERMINED
TO BE REQUIRED BY THE CONTRACTOR, ADDITIONAL PLANS AND DETAILS NEED TO BE
PROVIDED AND APPROVED BY THE CONSERVATION DISTRICT BEFORE PROCEEDING.
2. TEMPORARY CONTRACTOR YARD
2.1. INSTALL ROCK CONSTRUCTION ENTRANCE AND COMPOST FILTER SOCKS.
2.2. ROUGH GRADE AND INSTALL GRAVEL, PAVEMENT, FENCED CONTRACTOR AREA,
FENCED STAGING AREA, AND TRAILERS.
2.3. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, REMOVE ALL TEMPORARY
CONTRACTOR YARD FACILITIES AND RESTORE AREA WITH PERMANENT STABILIZATION
AS SHOWN ON THE LANDSCAPE PLANS.
2.4. ONCE ALL AREAS ARE PERMANENTLY STABILIZED, REMOVE ROCK CONSTRUCTION
ENTRANCE. CUT OPEN SOCK MESH AND SPREAD COMPOST AS A SOIL SUPPLEMENT.
3. NEW BURIAL SECTIONS, INTERMENT AMENITIES AND ROADWAYS
3.1. INSTALL ROCK CONSTRUCTION ENTRANCES, CONSTRUCTION ACCESS ROADS AND
COMPOST FILTER SOCKS AS SHOWN ON STAGE I E&S PLANS.
3.2. INSTALL INLET PROTECTION AT EXISTING INLETS BEFORE CONSTRUCTION OF NEW
CONNECTING ROADS BEGINS.
3.3. INSTALL SEDIMENT TRAP #2, INCLUDING EMBANKMENTS, SPILLWAY, BAFFLE, OUTLET
STRUCTURES AND PIPE, RIP-RAP APRON, ANTI-SEEP COLLARS, AND CLAY CORE. DO
NOT INSTALL AMENDED SOILS UNTIL THE ENTIRE…
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