S02 VA813-028 IGNC Phase 5 Specs_Appendix D3.pdf
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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
THIS PLAN HAS BEEN REVIEWED
for the Department of Environmental Protection
By: Karl Kerchner
Lebanon County Conservation District
Date:_______________________________________ and determined to adequately satisfy the purpose and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the
Commonwealth.
April 12, 2022
CmB
HSG C
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 and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the
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)
STREAM FLOW DIRECTION
DWG 30 of 302 and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the
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)
STREAM FLOW DIRECTION
DWG 31 of 302 and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the
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)
STREAM FLOW DIRECTION
DWG 32 of 302 and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the
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.
STREAM FLOW DIRECTION
DWG 33 of 302 and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the
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
NO. AND SIZE (SEE TABLE GC501)
DWG 34 of 302 and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the
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)
STREAM FLOW DIRECTION
DWG 35 of 302 and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the
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)
STREAM FLOW DIRECTION
DWG 36 of 302 and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the
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)
STREAM FLOW DIRECTION
DWG 37 of 302 and requirements of 25 PA Code Chapter 102, to minimize the potential for accelerated erosion and sedimentation to the waters of the
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 SITE IS STABILIZED NEAR THE END OF
CONSTRUCTION. STABILIZE TRAP SLOPES AND AREAS DISTURBED TO CONSTRUCT
SEDIMENT TRAP (EROSION CONTROL BLANKETS FOR EMBANKMENTS SLOPES SHOWN
ON SHEET GC101, GC102, AND GC204).
3.4. BEGIN SITE EARTHWORK ON NEW BURIAL SECTIONS, INTERMENT AMENITIES AND
ROADWAYS WITHIN THE EXPANSION AREA.
3.4.1. PERFORM CLEARING AND GRUBBING WITHIN THE TREE LINE TO BE REMOVED AS
SHOWN ON SHEET CD100.
3.4.2. PERFORM SELECT CLEARING WITHIN 100-FT INVASIVE TREE SPECIES CLEARING
AREA AS SHOWN ON SHEET CD100 AND ONLY DURING THE PRESCRIBED TIMES OF
YEAR.
3.4.3. STRIP AND STOCKPILE TOPSOIL. PROTECT TOPSOIL STOCKPILE WITH
PERIMETER COMPOST FILTER SOCK.
3.4.4. PROVIDE INCREMENTAL STABILIZATION AS THE EXCAVATION AND FILL AREAS
ARE ROUGH GRADED.
3.5. NEW STREAM CROSSING
3.5.1. INSTALL BYPASS PUMP, SANDBAG DAMS, ENERGY DISSIPATER AND COMPOST
FILTER SOCKS.
3.5.1. INSTALL NEW CULVERT PIPE AND ENDWALLS. STABILIZE WITH RIP-RAP.
3.5.2. ROUGH GRADE EMBANKMENTS AND FILLS OVER NEW CULVERT AND STABILIZE
WITH EROSION CONTROL BLANKETS SHOWN ON THE STAGE II E&S PLANS. INSTALL
ROCK FILTERS AT BOTTOMS OF CHANNEL SLOPES CREATED BY NEW GRADING.
3.5.3. STABILIZE STREAMBANKS, AS REQUIRED, IF DISTURBED DURING CULVERT
INSTALLATION.
3.5.4. REMOVE BYPASS PUMP AND ASSOCIATED E&S CONTROLS. CUT OPEN SOCK
MESH AND SPREAD COMPOST AS A SOIL SUPPLEMENT.
3.6. CONTINUE CONSTRUCTION OF BURIAL SECTIONS, INTERMENT AMENITIES AND
ROADWAYS WITHIN THE EXPANSION AREA.
3.6.1. INSTALL CRYPTS AND UNDERDRAINAGE. BACKFILL CRYPTS AND FINE GRADE,
TOPSOIL, INSTALL LANDSCAPING AND ESTABLISH TURF AS SHOWN ON THE
LANDSCAPE PLANS.
3.6.2. INSTALL PERMANENT STORMWATER MANAGEMENT FACILITIES AS SEDIMENT
TRAPS WITHIN THE EXPANSION AREA, INCLUDING EMBANKMENTS, FOREBAYS,
SPILLWAYS, OUTLET STRUCTURES AND PIPES, RIP-RAP APRONS, ANTI-SEEP
COLLARS, AND CLAY CORES. GRADE BASIN FACILITIES TO PROPOSED BOTTOM
GRADE. DO NOT INSTALL AMENDED SOILS. REFER TO SPECIFIC STORMWATER
MANAGEMENT FACILITY INSTALLATION SEQUENCES FOR GENERAL STEPS AND
CRITICAL STAGES.
3.6.3. INSTALL NEW INLETS AND STORM PIPING AS CONSTRUCTION PROGRESSES.
ONCE NEW INLETS ARE INSTALLED, PROVIDE INLET PROTECTION AS SHOWN ON
THE STAGE II E&S PLANS.
3.6.4. INSTALL BURIED UTILITIES, SUCH AS IRRIGATION LINES, AND BACKFILL TRENCH.
FOR TRENCHES OUTSIDE OF PAVED AREAS, INSTALL TOPSOIL AND PERMANENTLY
STABILIZE TRENCH WITH SEED AND MULCH PER PLANTING SPECIFICATIONS.
3.6.5. INSTALL CRUSHED AGGREGATE BASE FOR NEW ASPHALT ROADWAYS AND
PERMANENT GRAVEL ACCESS ROADS AS SOON AS SURFACES ARE GRADED.
3.6.6. INSTALL CURBING AND ASPHALT PAVEMENT FOR NEW ROADWAYS.
3.6.7. PERMANENTLY STABILIZE EMBANKMENT SLOPES FOR BURIAL SECTIONS,
INTERMENT AMENITIES AND ROADWAYS WITH EROSION CONTROL BLANKETS
SHOWN ON THE STAGE II E&S PLANS. INSTALL FILTER SOCK CHECK DAMS ALONG
CHANNEL SLOPES CREATED BY NEW GRADING.
3.6.8. INSTALL LANDSCAPING AND ESTABLISH TURF AS SHOWN ON THE LANDSCAPE
PLANS FOR ALL TURF AREAS.
3.7. INSTALL AMENDED SOILS WITHIN PERMANENT STORMWATER MANAGEMENT
INFILTRATION FACILITIES. EXCAVATE ONE FOOT BELOW FINAL GRADE ELEVATION AND
INSTALL ONE FOOT OF AMENDED SOILS. IN BMP #1, REMOVE SEDIMENT FROM BOTTOM
AND REVEGETAGE WITHOUT AMENDED SOILS. REFER TO SPECIFIC STORMWATER
MANAGEMENT FACILITY INSTALLATION SEQUENCES FOR GENERAL STEPS AND CRITICAL
STAGES.
3.8. ONCE ALL AREAS ARE PERMANENTLY STABILIZED, REMOVE ROCK CONSTRUCTION
ENTRANCES. CUT OPEN SOCK MESH AND SPREAD COMPOST AS A SOIL SUPPLEMENT.
4. INSTALL NEW IRRIGATION WELL AND ROUGH GRADE IRRIGATION POND. PERMANENTLY
STABILIZE IRRIGATION POND EMBANKMENTS AS SHOWN ON LANDSCAPE PLANS AND WITH
EROSION CONTROL BLANKETS SHOWN ON SHEET GC203.
5. NEW MAINTENANCE COMPLEX AREA
5.1. INSTALL NEW INLETS AND STORM PIPING WITHIN THE MAINTENANCE COMPLEX. ONCE
NEW INLETS ARE INSTALLED, PROVIDE INLET PROTECTION AS SHOWN ON THE SHEET
GC202.
5.2. INSTALL POTABLE WATER WELL AND BURIED UTILITIES, SUCH AS THE WATER SERVICE
AND SANITARY SEWER FORCE MAIN AND BACKFILL TRENCH. FOR TRENCHES OUTSIDE
OF PAVED AREAS, INSTALL TOPSOIL AND PERMANENTLY STABILIZE TRENCH WITH SEED
AND MULCH PER PLANTING SPECIFICATIONS..
5.3. INSTALL CRUSHED AGGREGATE BASE AS SOON AS SURFACES ARE GRADED.
5.4. PERMANENTLY STABILIZE EMBANKMENT SLOPES AROUND MAINTENANCE AREA WITH
EROSION CONTROL BLANKETS SHOWN ON SHEET GC202. INSTALL FILTER SOCK CHECK
DAMS ALONG CHANNEL SLOPES CREATED BY NEW GRADING.
5.5. CONSTRUCT BUILDINGS AND STRUCTURES WITHIN MAINTENANCE AREA.
5.6. INSTALL ASPHALT PAVEMENT.
5.7. ESTABLISH TURF AS SHOWN ON THE LANDSCAPE PLANS FOR ALL TURF AREAS.
5.8. ONCE ALL AREAS ARE PERMANENTLY STABILIZED, REMOVE ROCK CONSTRUCTION
ENTRANCE. CUT OPEN SOCK MESH AND SPREAD COMPOST AS A SOIL SUPPLEMENT.
6. REFOREST ALL OTHER AREAS AS SHOWN ON THE LANDSCAPE PLANS.
PHASE 1 CONSTRUCTION (RELATED TO EXISTING CEMETERY IMPROVEMENTS, STEP 1 SHEET
GI201):
7. EXCAVATE TRENCH FOR REPLACEMENT OF EXISTING SANITARY SEWER LINE AROUND
ADMINISTRATION BUILDING. INSTALL NEW PIPE AND BACKFILL TRENCH. INSTALL TOPSOIL
AND PERMANENTLY STABILIZE TRENCH WITH SEED AND MULCH PER PLANTING
SPECIFICATIONS.
8. TALL LANDSCAPING AROUND COMMITTAL SERVICE SHELTER #2 AND PERMANENTLY
STABILIZE.
9. VIDE ENTRY MEADOW REFORESTATION AS SHOWN ON SHEET L-107 AND PERMANENTLY
STABILIZE AREA.
10. INSTALL MAIN ENTRY LANDSCAPING AND PERMANENTLY STABILIZE AREA.
PHASE 1 CONSTRUCTION (RELATED TO EXISTING CEMETERY IMPROVEMENTS AT THE HONOR
GUARD AREA, STEP 2 SHEET GI201):
11. PERFORM SURVEY STAKEOUT AND FIELD-MARK LIMITS OF DISTURBANCE (LOD) IN HONOR
GUARD AREA AND ENVIRONMENTALLY SENSITIVE AREAS, INCLUDING WETLANDS WITHIN
THE LOD.
11.1. INSTALL HIGH VISIBILITY BARRIER FENCE AROUND WETLANDS. NO CROSSINGS OF
WETLANDS ARE ANTICIPATED.
11.2. INSTALL TEMPORARY VISUAL BARRIER CONSTRUCTION FENCE TO SHIELD CEMETERY
VISITORS TO CONSTRUCTION OPERATIONS. ADJUST AS NECESSARY AS CONSTRUCTION
ACTIVITIES PROCEED.
12. INSTALL ROCK CONSTRUCTION ENTRANCE, INLET PROTECTION, AND COMPOST FILTER
SOCKS AS SHOWN ON STAGE I E&S PLANS.
13. DEMOLISH EXISTING ROADWAYS, LANDSCAPING AND UTILITIES AS SHOWN ON SHEET
CD101.
14. STRIP AND STOCKPILE TOPSOIL. PROTECT TOPSOIL STOCKPILE WITH PERIMETER
COMPOST FILTER SOCK.
15. PROVIDE INCREMENTAL STABILIZATION AS THE EXCAVATION AND FILL AREAS ARE ROUGH
GRADED.
16. INSTALL NEW INLETS AND STORM PIPING WITHIN THE HONOR GUARD AREA. ONCE NEW
INLETS ARE INSTALLED, PROVIDE INLET PROTECTION AS SHOWN ON THE SHEET GC206.
17. INSTALL BURIED STORMWATER MANAGEMENT CHAMBER SYSTEM AND BACKFILL. INSTALL
OUTLET PIPE AND RIP-RAP APRON. REFER TO CHAMBER SYSTEM INSTALLATION SEQUENCE
FOR GENERAL STEPS AND CRITICAL STAGES.
18. INSTALL BURIED UTILITIES, SUCH AS THE WATER SERVICE AND SANITARY SEWER LATERAL, AND BACKFILL TRENCH. FOR TRENCHES OUTSIDE OF PAVED AREAS, INSTALL TOPSOIL AND
PERMANENTLY STABILIZE TRENCH WITH SEED AND MULCH PER PLANTING SPECIFICATIONS.
19. INSTALL CRUSHED AGGREGATE BASE AS SOON AS SURFACES ARE GRADED.
20. CONSTRUCT NEW HONOR GUARD BUILDING.
21. DEMOLISH EXISTING HONOR GUARD BUILDING AND INSTALL NEW ASPHALT PARKING LOT
AND ROADWAYS.
22. INSTALL LANDSCAPING AND ESTABLISH TURF AS SHOWN ON THE LANDSCAPE PLANS AND
PERMANENTLY STABILIZE AREA.
23. ONCE ALL AREAS ARE PERMANENTLY STABILIZED, REMOVE ROCK CONSTRUCTION
ENTRANCE. CUT OPEN SOCK MESH AND SPREAD COMPOST AS A SOIL SUPPLEMENT.
PHASE 2 CONSTRUCTION (RELATED TO REPAIR WORK ON BRIDGE #1, SHEET GI202):
24. INSTALL COMPOST FILTER SOCKS AS SHOWN ON SHEET BR101.
25. REPAIR BRIDGE.
26. ONCE ALL AREAS ARE PERMANENTLY STABILIZED, CUT OPEN SOCK MESH AND SPREAD
COMPOST AS A SOIL SUPPLEMENT.
PHASE 3 CONSTRUCTION (RELATED TO REPAIR WORK ON BRIDGE #2, SHEET GI203):
27. INSTALL COMPOST FILTER SOCKS AS SHOWN ON SHEET BR101.
28. REPAIR BRIDGE.
29. ONCE ALL AREAS ARE PERMANENTLY STABILIZED, CUT OPEN SOCK MESH AND SPREAD
COMPOST AS A SOIL SUPPLEMENT.
PHASE 4 CONSTRUCTION (RELATED TO REPAIR WORK ON BRIDGE #3, SHEET GI204):
30. INSTALL COMPOST FILTER SOCKS AS SHOWN ON SHEET BR101.
31. REPAIR BRIDGE.
32. ONCE ALL AREAS ARE PERMANENTLY STABILIZED, CUT OPEN SOCK MESH AND SPREAD
COMPOST AS A SOIL SUPPLEMENT.
PHASE 5 CONSTRUCTION (RELATED TO ADDITIONAL EXISTING CEMETERY IMPROVEMENTS,
SHEET GI205):
33. ADMINISTRATION BUILDING ENTRY WAY PINNING
33.1. INSTALL CONCRETE WASHOUT AREA IN CLOSE PROXIMITY TO ADMINISTRATION
BUILDING.
33.2. PERFORM CONCRETE ENTRY WAY REPAIRS AND PERMANENTLY STABILIZE BACKFILL
AREA WITH SEED AND MULCH PER PLANTING SPECIFICATIONS.
33.3. ONCE ALL AREAS ARE PERMANENTLY STABILIZED, REMOVE WASHOUT AREA AND
DISPOSE OF EXCESS CONCRETE PROPERLY.
34. ASPHALT PATH WIDENING
34.1. INSTALL COMPOST FILTER SOCKS AS SHOWN ON STAGE II E&S PLANS.
34.2. INSTALL ASPHALT PATH AND PERMANENTLY STABILIZE BACKFILL AREA WITH SEED
AND MULCH PER PLANTING SPECIFICATIONS.
34.3. CUT OPEN SOCK MESH AND SPREAD COMPOST AS A SOIL SUPPLEMENT.
35. INLET REPAIR
35.1. INSTALL INLET PROTECTION IN THE PARTICULAR AREA OF WORK.
35.2. REPLACE INLET AND REPAIR ASSOCIATED ROADWAY. REINSTALL INLET PROTECTION
AS SOON AS PRACTICAL WHILE ROADWAY REPAIRS ARE ONGOING.
35.3. ONCE ROADWAY REPAIRS ARE COMPLETE FOR THAT PARTICULAR AREA OF WORK,
REMOVE INLET PROTECTION AND MOVE TO NEXT AREA.
36. INSTALL ADDITIONAL CURBING AND PERMANENTLY STABILIZE BACKFILL AREA WITH SEED
AND MULCH PER PLANTING SPECIFICATIONS.
STANDARD EROSION AND SEDIMENT CONTROL NOTES:
1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH
THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE
CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.
2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE CONTRACTING OFFICER REPRESENTATIVE (COR) SHALL INVITE ALL CONTRACTORS, THE CEMETERY DIRECTOR, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE E&S PLAN, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE
PRECONSTRUCTION MEETING.
3. THE CONTRACTOR SHALL NOTIFY, AT LEAST SEVENTY-TWO (72) HOURS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM, INC. AT 1-800-242-1776 FOR THE LOCATION
OF EXISTING UNDERGROUND UTILITIES.
4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS.
DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION DISTRICT PRIOR TO
IMPLEMENTATION.
5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND
OTHER OBJECTIONABLE MATERIAL.
6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE.
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