S02 VA813-028 IGNC Phase 5 Drawing_Sheets 152-291.pdf
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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
PhaseArchitect/Engineer of Record StampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
40 Long Alley, Saratoga Springs, NY 12866
(518) 587-810
MP Designer of Record
WILLIAM H. GORDON
ASSOCIATES, INC
CHANTILLY, VIRGINIA
HONOR ENGINEERING CO.
HARRISBURG, PENNSYLVANIA
MABBETT & ASSOCIATES, INC.
BEDFORD, MASSACHUSETTS
PENNONI ASSOCIATES INC.
PHILADELPHIA, PENNSYLVANIA
COMMANDER'S CONCEPTS
COMMISSIONING
FOREST, VIRGINIA
AQUA ENGINEERING, INC
FORT COLLINS, COLORADO
B I M
C
F M
I G
A P
C
F M
I G
A P
A
R C
H L i n k e d
M o d e l r v t
P
M
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028PHASE 5 DEVELOPMENT
# Revisions Date 2.18.2022
RFP DOCUMENTS
02-18-2022
PHASE 4 RECORD DRAWING -
COLUMBARIUM COMPLEX C
ELEVATIONS 2
L-707
JGS KMK
FOR REFERENCE ONLY
DWG 152 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
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
PhaseArchitect/Engineer of Record StampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
AE Works, LTD.
418 Beaver Street Sewickley, PA Phone: 412-287-7333 www.ae-works.com
40 Long Alley, Saratoga Springs, NY 12866
(518) 587-810
MP Designer of Record
WILLIAM H. GORDON
ASSOCIATES, INC
CHANTILLY, VIRGINIA
HONOR ENGINEERING CO.
HARRISBURG, PENNSYLVANIA
MABBETT & ASSOCIATES, INC.
BEDFORD, MASSACHUSETTS
PENNONI ASSOCIATES INC.
PHILADELPHIA, PENNSYLVANIA
COMMANDER'S CONCEPTS
COMMISSIONING
FOREST, VIRGINIA
AQUA ENGINEERING, INC
FORT COLLINS, COLORADO
B
C
F M
I G
A P
C
F M
I G
A P
A
R C
H L i n k e d
M o d e l r v t
P
M
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028PHASE 5 DEVELOPMENT
# Revisions Date 2.18.2022
RFP DOCUMENTS
02-18-2022
PHASE 4 RECORD DRAWING -
STONE VENEER SCHEDULE 1
L-713
JGS KMK
FOR REFERENCE ONLY
DWG 153 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
BIDDLE ROAD
INDIANTOWN GAP
ROAD (R/W VARIES)
OLD CUMBERLAND STREET
BROKEN AND DAMAGEDCONCRETE MONUMENT(FOUND)N32°47'41"W0.22'CORNER NO. 7
BOUNDARY LINE
(R /W
V
AR
IE
S)
(33' R/W)
(50' R/W)
LA
KO
TA
L
N (5
0' R/
W
INDIANTO
W
N G
AP
RO
AD (R/W
VARIES)
EXISTING
STORAGE
BUILDING
Boundary Road
Biddle Drive
Fisher Avenu e
Indiantown Gap Road
INDIANTOWN GAP NATIONAL
CEMETERY SIGN
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 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
X X
X X
X
XXXXXXXXXX
SEEBEES MONUMENT
CHINA-BERMA-INDIA MEMORIAL
NEW ENTRANCE ROAD
NEW ROAD 'A'
NE
W
S
ER
VI
CE
E
NT
RA
NC
E
X
NEW LOOP ROAD
SOD MIX
SEED MIX
425430
421422423424426427428429431432433
430 435 440
428 429 431 432 433 434 436 437 438 439 441 442 443430427 428 429 431
440 436437438439441
430435440445
429431432433434436437438439441442443444446447448
426427428429
431432433434
436437
458459
0439 441 442 443
431432
436437
42842
449451452453454
468 469
472 473
476477
5 463
46446
421421422
424 42
3 434
436 4374 38 439
430430435
429429431
432433
447448
451452453454456457458459
470475480 469471472473474476477478479481
470469
466 467 468469
460 456457
458459
462463
470 46
46746846
482483
466467468469
471472473474
470 466
46947
461462 463464
468469 471472473
478479 481482483484
5 47
480 481
481482
479475
477478
457 458 459
457458459
462463464466
503503
458459
448 449
433434
-2.
9%
-2 .9%
-3.
0%
-2.4%
-5.4%
-2.1%
509 505
508.1 508.0
45 GS
45GS
GS54
61 GS
61 GS
56 61
GS56
45 GS
GS56
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
10"
4"
4"
4"
4"
4"
4"
4"
4" 4"
4"
3"
3"
3" 3"
3"
3"
3"
2" 1.5"
3"
2"
2"
1.5" 1.5"
3" 2"
2"
1.5"
1.5"
3"
3"
3"
3"
3"
3"
3"
2"
1.5"
3"
2"
1.5"
3"
2"
2"
1.5"
3"
3"
2"
1.5"
3"
3" 1.5"2"
1.5"
3"
3"
2"
1.5"
3"
2"
1.5"
3"
2"
1.5"
3"
2"
1.5"
3" 2"
1.5"
3"
1.5"
3"
2"
1.5"
3"
3"
2"
1.5"
3"
3"
2"
1.5"
3"
3"
2"
1.5"
3"
3"
2"
1.5"
3"
3"
2"
1.5"
3"
3"
2"
1.5"
3"
3"
2"
1.5"
3"
2"
1.5"
1.5"
3"
2"
1.5"
3"2"
1.5"
3" 3"
1.5"
2"
1.5"
3"
3"
2"
1.5"
2"
1.5"
3"
3"
1.5"
2"
1.5"
3"
3"
2"
1.5"
1.5"
3" 3"
2"
1.5"
P
22 22
22 22
22 22
B38 2"
B39
2"
B40 2"
A
A
A
A
B31 1"
B32 2"
B33 2"76
B34
2"
B35 2"76
Q
B7 2"101
B6
2"
B5
2"
B11
2"
B10
2"
B9 2"
B8 2"76
B15
2"
B14 2"
B13
2"
B12 2"101
B18
2"
B16 2"
B17 2"101
B21
2"
B22 2"76
B23 2"
B24
2"
B20
2"
B19 2"101
B28
2"
B27 2"76
B26 2"
B25
2"
B29 2"101
B30 2"
B36 1.5"
B1 2"
EXCAVATE AND EXPOSE EXISTING 6-INCH MAINLINE. CONNECT
TO EXISTING MAINLINE USING DUCTILE IRON TEE AND REPAIR
COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES,
AND COMPACT TO MATCH EXISTING CONDITIONS.
INSTALL TANK FILL VALVE INTENDED FOR MANUAL IRRIGATION
WITH WATER TRUCK.
A
B
4 7
A27
1.5"
1.5"
1.5"
2"
2"
2" 1.5" 1.5" 1.25" 1.25"
1.5"33
1.25"
B4
2"
3"
3"
2"
1.5"
A28
2"
1.5"
2"
W
F
F
F
F
F
MANUAL MAINLINE DRAIN FOR
WINTERIZATION, DAYLIGH PIPE AND
TERMINATE IN MITERED HDEP DRAIN END.
USE EXISTING TWO WIRE
DECODER CABLE FOR
NEW ZONES THIS SHEET.
2" 2"
2"
2"
2"
2"
2" 2"
2"
2"
1"
1"
2"
2"
2"
2" 2"
2"
2"
1"
2"
1"
2"
1"
2"2"
SECTION 54
SECTION 53
SECTION 52
SECTION 51
SECTION 50
1.5" 48-
141.5" 36-
1.5" 48-
Q
Q
Q
Q
11" 21-
21.5" 38-
1.5" 36-
Q
1.5" 41-
1.5" 43- 171" 21-
41.5" 36-
31.5" 48-
61.5" 48-
51.5" 48-
71.5" 48-
81" 24- 111.5" 36-
1.5" 48-
91.5" 48-
151" 12-
181" 18-
221" 20-
F
F
ROUTE 2,000 FEET OF TWO WIRE DECODER CABLE TO 22
EXISTING BATTERY OPERATED REMOTE CONTROL VALVES.
CHANGE SOLENOID TO BE COMPATIBLE WITH NEW CONTROLLER
AND TWO WIRE SYSTEM. TURN OVER BATTERY OPERATED
SOLENOIDS TO OWNER'S REPRESENTATIVE.
3" 3"
LINETYPE INDICATES
OVERHEAD ELECTRICAL
POWER EASEMENT BOUDNARY:
NO WORK SHALL BE
PERFORMED NEAR OR UNDER
THE TRANSMISSION LINES
WITHOUT EXECUTING AN
AGREEMENT WITH FIRST
ENERGY POWER COMPANY
REGARDING SAFE WORK
REQUIREMENTS.
PLEASE CONTACT SHARON
SCHMITT AT
973-401-8233/201-274-9640 AND
SCHMITT@FIRSTENERGYCORP.COM
REFER TO UTILITY PLAN FOR
ADDITIONAL FIRST ENERGY
NOTES
Q25
H25
H25
H25
H25
H
H
H
H25
H25
H25
H25
H
H25
H
H25
H
H25
H
H25
H25
H25
H
H25
H25
H
H25
H25
H25
H
H
H25
H25
H25
H25
H
H
H
H25H 25H25H25H25H25
1.5"
H25
H
H
H25
H25
H25 H25
1.25"
COORDINATE
INSTALLATION OF 40-FOOT
SLEEVE BETWEEN GUARD
RAILS AND CULVERT WING
WALL DURING
CONSTRUCTION.
Q
Q
Q
Q
4"
4"
2"
2"
2"
2"
Q Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q Q
Q
2"
2"
2"
2"
2"
Q
Q
Q
H25
H25
H25
H25
H25
H25 H
H
H
H
Q25
Q25
COORDINATE
SPRINKLER
PLACEMENT
WITH SIGN
Q
Q25
Q25
H
2"
1.5" 1.5"
1.25"
1.25"
H25
H25 H25
H25 H25
H25 H25
H25
H25
H25
H25
H25
Q25
Q25
Q25
H25
H
H25
H
H
H25
H25 H25 H
H
H
H
EXCAVATE AND EXPOSE EXISTING MAINLINE
PIPE AND WIRE AND INSTALL NEW REMOTE
CONTROL VALVE AT LOCATION INDICATED.
CONNECT TO EXISTING WIRE FOR LANDSCAPE
AROUND THE COMITTAL SHELTER, HENCE
BOTH VALVES WILL BE ON THE SAME STATION
AS THERE ARE NO SPARE WIRES IN THE AREA.
I
FILTER DISCHARGE PIPE CLASS 200 PVC
24'' X 24'' X 24'' INTAKE SCREEN
WITH 12'' HDPE DR 32.5 INTAKE PIPE
B43
1.5"
4'x8' OF RIP RAP ROCK DOWNSTREAM
OF FILTER DISCHARGE PIPE. SEE DETAIL SHEET LI506
3-INCH HDPE PIPE ON CONSISTENT SLOPE TO ELEVATION 471' OF THE POND EDGE.
4'x8' OF RIP RAP ROCK DOWNSTREAM
OF FILTER DISCHARGE PIPE. SEE DETAIL SHEET LI506
4"min sleeve
2.5"
1.5" 2"
1.25"
1.25"
1.25"
1.5" 1.25"
1.25"
1.25"
B41
2"
4"min sleeve
2" 2"
1.5"
1.5" 1.25"
1.25"
B42 1.5"37
2" 1.25"
1.25"
1.25"
1.25"
3"
3"
3"
8"
ADDITIONAL RUN OF TWO WIRE
DECODER CABLE FOR FUTURE
EXPANSION, COIL 3-FEET OF
CABLE IN STANDARD VALVE BOX
ADJACENT TO THE ISOLATION
GATE VALVE.
3"
3"
3"
3"
3"
3"
3"
3"
ROUTE 2,000 FEET OF TWO WIRE DECODER CABLE TO 22
EXISTING BATTERY OPERATED REMOTE CONTROL VALVES.
CHANGE SOLENOID TO BE COMPATIBLE WITH NEW CONTROLLER
AND TWO WIRE SYSTEM. TURN OVER BATTERY OPERATED
SOLENOIDS TO OWNER'S REPRESENTATIVE.
ROUTE 2,000 FEET OF TWO WIRE DECODER CABLE TO 22
EXISTING BATTERY OPERATED REMOTE CONTROL VALVES.
CHANGE SOLENOID TO BE COMPATIBLE WITH NEW CONTROLLER
AND TWO WIRE SYSTEM. TURN OVER BATTERY OPERATED
SOLENOIDS TO OWNER'S REPRESENTATIVE.
1.5"
2"
1.5"
3"
2"
2"
1.5"1.5"
H25
2.5"2.5"2" 1.25"2"
1.5"
1.25"
A31 2"64
2"
2" 1.25" 1.25"
1.5"
1.5"
1.25"
1.25"
A32
1.5"
H25
H25
H25
H25 1.5"
1.25"
1.25"
F
F
F25
F25
F
2.5" 2" 2" 1.5"
1.5" 1.25"
1.25"
F
F25
F25F25
2"
2"
1.5"
A29 1.5"
2.5"
2.5"
2"
2"
1.25" 1.5"
1.5"
1.25" 1.25"
A30
2"
3"
2" 1.5"
1.5"
A26 1"5
3"
2"
1.5"
3"
3" 2"
1.5"
A36
2"
3"
A35
2"
A34 1"5
3"
2"
2"
1.5"
A33 2"
2"
A39
2"
A38 1.5"25
3"
A37 2"
COORDINATE EXACT LOCATION OF TRUCK FILL
VALVE WITH COR PRIOR TO INSTALLATION OF MAINLINE
UPGRADE EXISTING RAIN BIRD ESP-LXD WITH
IQ-NCC COMMUNICATION MODULE , THIS
CONTROLLER WILL BE THE CLIENT
CONTROLLER.
3"2" 1.5"
1.5"
3"
3"
2"
COORDINATE EXACT LOCATION OF POTABLE WATER WELL AND
PIPE PRIOR TO INSTALLATION OF MAINLINE.
M
M
M M
M
M
PROVIDE AND INSTALL P7171D COMMUNICATION WIRE IN
2-INCH CONDUIT FROM PUMP STATION CONTROLLER TO
WELL PUMP ON OFF RELAY. INSTALL HANDHOLDS IN
STANDARD VALVE BOX EVERY 200-FEET AND ALL
CHANGES OF DIRECTION.
W
EXCAVATE AND EXPOSE THE WELL PUMP
DISCHARGE PIPE ASSUMED TO BE 2-INCH PVC AT
THE APPROXIMATE LOCATION INDICATED. PROVIDE
AND INSTALL A SOLVENT WELD SCH 40 SERVICE TEE
WITH THREADED OUTLET SIZED FOR A DATA
INDUSTRIAL 220 IMPELLER FLOW SENSOR. INSTALL
FLOW SENSOR ON TEE AND AND USE STANDARD
VALVE BOX WITH EXTENSIONS FOR FLOW SENSOR
INSTALLATION AND ISOLATION GATE VALVE. ROUTE
COMMUNICATION WIRE FROM FLOW SENSOR TO
PUMP HOUSE IN 2-INCH CONDUIT, DRILL A HOLE IN
THE CONCRETE BUILDING WALL AND ROUTE THE
COMMUNICATION WIRE TO A NEW CONTRACTOR
PROVIDED AND INSTALLED FLOW SENSOR
RECORDER. INSTALL RECORDER ADJACENT TO THE
EXISTING IRRIGATION CONTROLLER AND USE THE
EXISTING 120VAC POWER OUTLET AT THAT
LOCATION. COMMUNICATION WIRE ROUTED ABOVE
GROUND TO BE IN METAL CONDUIT. COORDINATE
LOCATION OF THE DATA INDUSTRIAL FC5000 FLOW
READER AND PROVIDE THE POWER CORD AND
WALL MOUNT. CONTRACTOR TO PROGRAM THE
FLOW READER WITH CORRECT K VALUES AND
OTHER INPUTS AS REQUIRED FOR ACCURATE FLOW
READING. SEE DETAIL
WELL WATER LEVEL MONITORING WILL USE A
BATTERY OPERATED PRESSURE TRANSDUCER.
THE TRANSDUCER WILL BE PROGRAMMED AND
DATA WILL WILL BE DOWNLOADED VIA BLUE TOOTH
TO A MOBILE DIVICE WITH COMPATIBLE CLOUD
APPLICATION. THE BASIS OF DESIGN IS SOLINIST
LEVEL LOGGER 5. SEE DETAIL
WELL WATER LEVEL MONITORING WILL USE A
BATTERY OPERATED PRESSURE TRANSDUCER.
THE TRANSDUCER WILL BE PROGRAMMED AND
DATA WILL WILL BE DOWNLOADED VIA BLUE TOOTH
TO A MOBILE DIVICE WITH COMPATIBLE CLOUD
APPLICATION. THE BASIS OF DESIGN IS SOLINIST
LEVEL LOGGER 5. SEE DETAIL
Q
4"
3"
3"
MAINTENENCE ADD ALT: IF ADD ALT NOT
ACCEPTED STUB OUT 3-INCH MAINLINE IN
LOCATION INDICATED DOWNSTREAM OF THE
ISOLATION GATE VALVE AND QUICK
COUPLING VALVE FOR FUTURE USE.
3"
3"
2"
1.5"
3"
1.5"
2"
3"
3"
2"
3"
3"
3"
3"
3"
1.5" 3"
2.5" 1.5"
1.5"
1.25"
1.5"
1.25"
1.25"
1.25"
1.25"
10"
3"
1.25"
3"
3" 1.5"
1.5"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
AL
TE
RN
AT
E
BI
M
C
FM
0-
IG
AP
/C
FM
0-
IG
AP
-A
R C
H _2
0_
N ew
W as hb ay
.rv t
8/ 2/
0:
:2
AM
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
GENERAL NOTES
GENERAL DESCRIPTION FLAG NOTES
LEGEND
Q
A-1
2"
B
.5
F
F
F
22 22
A
AERATION LEGEND
A
M
A
F
W
IRRIGATION NOTES AND
LEGEND
KEY MAP N.T.S.
LI107
LI106
LI105
LI105
LI103
LI101 LI102
LI104
LI103
DWG 154 of 302
AE WORKS®
NEW ROAD 'A'
NEW LOOP ROAD
425430
422423424426427428429431432433
468 469
471 472 473 474
481 482 483 484
421421422
424 42
3 434 436 437 438 439
430430435
429429431431 432 432
470475480 469471472473474476477478479481
468469
460 456 457458459
461462463464
468469
477478
457 458 459
457458
-2.1%
10"
4"
4"
4"
3"
3"
3"
3"
3"
3"
3"
2"
1.5"
3"
2"
1.5"
3"
2"
2"
1.5"
3"
2"
1.5"
3"
3"
2"
1.5"
3"
2"
1.5"
3"
3"
2"
1.5"
P
A
A
A
A
B31
1"
B32
2"
B33
2"
B34
2"
B35
2"
B7
2"
B6
2"
B5
2"
B17
2"
B36
1.5"
B1
2"
B
1.25"
B4
2"
W
F
F
F
MANUAL MAINLINE DRAIN FOR
WINTERIZATION, DAYLIGH PIPE AND
TERMINATE IN MITERED HDEP DRAIN END.
3" 3"
COORDINATE
INSTALLATION OF 40-FOOT
SLEEVE BETWEEN GUARD
RAILS AND CULVERT WING
WALL DURING
CONSTRUCTION.
Q
Q
Q 2"
2"
2"
2"
Q
Q
Q
Q
Q
Q
Q
Q
H25
H25
H25
H25
H25
H25 H
H
H
H
Q
Q
COORDINATE
SPRINKLER
PLACEMENT
WITH SIGN
Q
Q
Q
H
2"
1.5" 1.5"
1.25"
1.25"
H25
H25 H25 H25
H25 H25
H25
H25
H25
H25
H25
H25
Q
Q
Q
H
H25
H25
H
I
FILTER DISCHARGE PIPE CLASS 200 PVC
24'' X 24'' X 24'' INTAKE SCREEN
WITH 12'' HDPE DR 32.5 INTAKE PIPE
B43
1.5"
4'x8' OF RIP RAP ROCK DOWNSTREAM
OF FILTER DISCHARGE PIPE. SEE DETAIL SHEET LI506
3-INCH HDPE PIPE ON CONSISTENT SLOPE TO ELEVATION 471' OF THE POND EDGE.
4'x8' OF RIP RAP ROCK DOWNSTREAM
OF FILTER DISCHARGE PIPE. SEE DETAIL SHEET LI506
2" 1.25"
1.25"
3"
3"
M
M
M M
M
M
PROVIDE AND INSTALL P7171D COMMUNICATION WIRE IN
2-INCH CONDUIT FROM PUMP STATION CONTROLLER TO
WELL PUMP ON OFF RELAY. INSTALL HANDHOLDS IN
STANDARD VALVE BOX EVERY 200-FEET AND ALL
CHANGES OF DIRECTION.
WELL WATER LEVEL MONITORING WILL USE A
BATTERY OPERATED PRESSURE TRANSDUCER.
THE TRANSDUCER WILL BE PROGRAMMED AND
DATA WILL WILL BE DOWNLOADED VIA BLUE TOOTH
TO A MOBILE DIVICE WITH COMPATIBLE CLOUD
APPLICATION. THE BASIS OF DESIGN IS SOLINIST
LEVEL LOGGER 5. SEE DETAIL
3"
3"
2"
3"
3"
3"
3"
1.5" 3"
2.5" 1.5"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
1.5"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
AL
TE
RN
AT
E
BI
M
C
FM
0-
IG
AP
/C
FM
0-
IG
AP
-A
R C
H _2
0_
N ew
W as hb ay
.rv t
8/ 2/
0:
:2
AM
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
IRRIGATION PLAN 1
Scale: 1" =30'
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
N
NORTH
PROJECT
MATCHLINE SEE SHEET LI104
M
ATC
H
LIN
E SEE SH
EET LI103
DWG 155 of 302
AE WORKS®
T-
NEW ENTRANCE ROAD
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
425430435440445
423424426427428429431432433434436437438439441442443444446447448
3424426427428429
431432433434
436437
0439 441 442 443
447448
451452453
5 463
46446
438 439
4"
4"
4"
4"
Q
4"
4"
Q Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
8"
ADDITIONAL RUN OF TWO WIRE
DECODER CABLE FOR FUTURE
EXPANSION, COIL 3-FEET OF
CABLE IN STANDARD VALVE BOX
ADJACENT TO THE ISOLATION
GATE VALVE.
3"
3"
3"
3"
3"
3"
3"
3"
COORDINATE EXACT LOCATION OF TRUCK FILL
VALVE WITH COR PRIOR TO INSTALLATION OF MAINLINE
2"
COORDINATE EXACT LOCATION OF POTABLE WATER WELL AND
PIPE PRIOR TO INSTALLATION OF MAINLINE.
Q
4"
3"
3"
MAINTENENCE ADD ALT: IF ADD ALT NOT
ACCEPTED STUB OUT 3-INCH MAINLINE IN
LOCATION INDICATED DOWNSTREAM OF THE
ISOLATION GATE VALVE AND QUICK
COUPLING VALVE FOR FUTURE USE.
10"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
AL
TE
RN
AT
E
BI
M
C
FM
0-
IG
AP
/C
FM
0-
IG
AP
-A
R C
H _2
0_
N ew
W as hb ay
.rv t
8/ 2/
0:
:2
AM
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
IRRIGATION PLAN 1
Scale: 1" =30'
M
ATC
H
LIN
E SEE SH
EET LI101
N
NORTH
PROJECT
DWG 156 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
(304) 725-8456
SECTION 56
SECTION 57
SECTION 58
NEW ROAD 'A'481
482483
-2.
9%
-2 .9%
3" 3"
3"
3"
2"
2"
1.5"
3"
2"
1.5"
1.5"
2"
1.5"
3"2"
1.5"
2"
1.5"
2"
1.5"
3"
3"
1.5"
2"
1.5"
3"
3"
2"
1.5"
1.5"
3" 3"
B31
1"
B32
B28
2"
B27
2"
B26
2"
B25
2"
B29
2"
B30
2"
2"
2"
2"
2"
2" 2"
2"
2"
1"
1"
2"
2"1"
SECTION 54
SECTION 53
SECTION 52
SECTION 51
SECTION 50
1.5" 48-
1.5" 36-
1.5" 48-
Q
Q
Q
11" 21-
21.5" 38-
1.5" 36-
Q
41.5" 36-
31.5" 48-
61.5" 48-
51.5" 48-
71.5" 48-
81" 24-
1.5" 36-
1.5" 48-
91.5" 48-
F
F
1.5" H
H
H
H
H
H
H
1.25"
ROUTE 2,000 FEET OF TWO WIRE DECODER CABLE TO 22
EXISTING BATTERY OPERATED REMOTE CONTROL VALVES.
CHANGE SOLENOID TO BE COMPATIBLE WITH NEW CONTROLLER
AND TWO WIRE SYSTEM. TURN OVER BATTERY OPERATED
SOLENOIDS TO OWNER'S REPRESENTATIVE.
3"2" 1.5"
1.5"
3"
3"
2"
1.5"
1.5"
2"
3"
3"
2"
3"
3"
3"
3"
3"1.5"
PBTH
(TYP)
PBTH
(TYP)
480 481
481482
481482
1.5"
3"2"
1.5"
22 22
2" 2"
2"
2"
2"
2"
2" 2"
2"
2"
1"
2"
1"
2"
1"
2"2"
SECTION 54
1.5" 48-
1.5" 36-
1.5" 48-
Q
Q
1.5" 36-
1.5" 41-
171" 21-
151" 12-
181" 18-
221" 20- F
1.5"
3"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
AL
TE
RN
AT
E
BI
M
C
FM
0-
IG
AP
/C
FM
0-
IG
AP
-A
R C
H _2
0_
N ew
W as hb ay
.rv t
8/ 2/
0:
:2
AM
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
IRRIGATION PLAN 2
Scale: 1" =30'
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
N
NORTH
PROJECT
MATCHLINE THIS SHEET
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
MATCHLINE THIS SHEET
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
DWG 157 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
SECTION 60
SECTION 61
SECTION 59
SECTION 57
NE
W
S
ER
VI
CE
E
NT
RA
NC
E
X X
X X
X X
X
X X
X X
X X
X X
XX
X
X X
X X
X
PBTH
(TYP)
PBTH
(TYP)
446447448449
451452453454456457458459
466467468469
471472473474
470 466
46947
458459 461462463464
466467468469 471472473474
478479 481482483484
5 47
481482
6 475
457 458 459
457458459
462463464466
-2 .9%
-3.
0%
-2.4%
-5.4%
4"
4" 4"
4"
3"
3"
3"
2" 1.5"
3"
2"
2"
1.5" 1.5"
3" 2"
2"
1.5"
1.5"
3"
3" 3"
3"
3"
3" 1.5"2"
1.5"
3"
3"
3"
2"
1.5"
3"
2"
1.5"
3"
2"
1.5"
3" 2"
1.5"
3"
1.5"
3"
2"
3"
3"
2"
1.5"
3"
3"
2"
1.5"
3"
3"
2"
1.5"
3"
3"
2"
1.5"
3"
3"
2"
1.5"
3"
2"
1.5"
3" 3"
2"
1.5"
3"
3"
3" 3"
1.5"
2" 3"
3"
2"
1.5"
1.5"
22 22
B38
2"
B39
2"
B40
2"
Q
B7
2"
B6
2"
B5
2"
B11
2"
B10
2"
B9
2"
B8
2"
B15
2"
B14
2"
B13
2"
B12
2"
B18
2"
B16
2"
B17
2"
B21
2"
B22
2"
B23
2"
B24
2"
B20
2"
B19
2"
4 7
F
F
F
F
ROUTE 2,000 FEET OF TWO WIRE DECODER CABLE TO 22
EXISTING BATTERY OPERATED REMOTE CONTROL VALVES.
CHANGE SOLENOID TO BE COMPATIBLE WITH NEW CONTROLLER
AND TWO WIRE SYSTEM. TURN OVER BATTERY OPERATED
SOLENOIDS TO OWNER'S REPRESENTATIVE.
Q
Q
Q Q
Q
2"
2"
2"
2"
2"
Q
Q
H25
H
H
H25 H
25 H
H
H
H
H
B43
1.5"
4"min sleeve
2.5"
1.5" 2" 1.25"
1.25"
1.25"
1.5" 1.25"
1.25"
1.25"
B41
2"
4"min sleeve
2" 2" 1.5"
1.5" 1.25"
1.25"
B42
1.5"
2" 1.25" 1.25"
1.25"
3"
1.5"
2"
3"
3"
3"
1.5" 3"
1.25"
1.25"
1.25"
1.25"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
AL
TE
RN
AT
E
BI
M
C
FM
0-
IG
AP
/C
FM
0-
IG
AP
-A
R C
H _2
0_
N ew
W as hb ay
.rv t
8/ 2/
0:
:2
AM
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
IRRIGATION PLAN 2
Scale: 1" =30'
MATCHLINE SEE SHEET LI101
N
NORTH
PROJECT
M
ATC
H
LIN
E SEE SH
EET LI103
M
ATC
H
LIN
E SEE SH
EET LI103
DWG 158 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
(R /W
V
AR
IE
S)
Fi sh er A ve nu e
INDIANTOWN GAP NATIONAL
CEMETERY SIGN
' P
BTH
BUFF
ER
0'
PB
TH
BU
FF
ER
45 GS
45 GS
45 GS
61 GS
61 GS
61 GS
45 GS
61 GS
Q
14 14
INSTALL SPRINKLERS 12-INCHES
FROM SIGN IN THIS AREA
INSTALL SPRINKLERS 12-INCHES
FROM WALL IN THIS AREA
INSTALL SPRINKLERS 12-INCHES
FROM WALL IN THIS AREA
2.5"2" 1.25"
1.25" 1.5"
1.5"
1.25" 1.25"
2"
2.5"
2" 1.5"
1.5" 1.5"
1.25"
1.5" 1.25"
1.25"
1.25"
2"
2.5"
1.5" 1.5"
1.25"
1.25"
1.25"
1.5"
3"
2.5"
2.5" 1.5"
1.25"
1.25"
2"2"
1.25" 1.25"
1.25"
1.25"
1.25"
2"
3"
3" 2.5"
2"
2"
1.25"
2"
3" 3" 2.5" 2"
2"
1.25"
2"
3"
2.5"2" 1.5"
1.25"
1.5" 1.5"
1.25"
2"
3"
2"1.5"
1.25"
2" 1.5"
1.25" 2"
1.25"
2.5" 2.5"
2" 1.5"
1.25"
1.25" 2"
1.25"
2.5"
1.5"
1.25"
1.25"
2"
300' PBTH BUFFER
Q
Q
Q
Q
Q
Q
Q
Q
Q
1.25"
2.5" 2.5"
2" 1.5"
1.25"
1.25" 2"
1.25"
2.5"
1.5"
1.25"
1.25"
2"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
AL
TE
RN
AT
E
BI
M
C
FM
0-
IG
AP
/C
FM
0-
IG
AP
-A
R C
H _2
0_
N ew
W as hb ay
.rv t
8/ 2/
0:
:2
AM
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
IRRIGATION PLAN 3
Scale: 1" =40'
M
ATC
H
LIN
E TH
IS SH
EET
M
AT
C H
LI
N
E
TH
IS
S
H
EE
T
1 ADD ALTERNATE #2 IRRIGATION
PLAN N.T.S.
2 ADD ALTERNATE #2 IRRIGATION
PLAN N.T.S.
N
NORTH
PROJECT
DWG 159 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
3503503
509 505
508.1 508.0
A27
1.5"
1.5"
1.5"
2"
3"
3"
2"
1.5"
A28
2"
1.5"
2"
USE EXISTING TWO WIRE
DECODER CABLE FOR
NEW ZONES THIS SHEET.
LINETYPE INDICATES
OVERHEAD ELECTRICAL
POWER EASEMENT BOUDNARY:
NO WORK SHALL BE
PERFORMED NEAR OR UNDER
THE TRANSMISSION LINES
WITHOUT EXECUTING AN
AGREEMENT WITH FIRST
ENERGY POWER COMPANY
REGARDING SAFE WORK
REQUIREMENTS.
PLEASE CONTACT SHARON
SCHMITT AT
973-401-8233/201-274-9640 AND
SCHMITT@FIRSTENERGYCORP.COM
REFER TO UTILITY PLAN FOR
ADDITIONAL FIRST ENERGY
NOTES
Q
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H 25H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H 25H
25H 25H
25H 25H
3"
3"
3"
1.5"
2"
1.5"
3"
2"
2"
1.5"1.5"
H
2.5"2.5"2" 1.25"2"
1.5"
1.25"
A31
2"
2"
2" 1.25" 1.25"
1.5"
1.5"
1.25"
1.25"
A32
1.5"
H
H
H
H 25 1.5"
1.25"
1.25"
F
F
F
F
F
2.5" 2" 2"
1.5"
1.5" 1.25"
1.25"
F
F
F 25F
2"
2"
1.5"
A29
1.5"
2.5"
2.5"
2"
2"
1.25" 1.5"
1.5"
1.25" 1.25"
A30
2"
3"
2" 1.5"
1.5"
A26
1"
3"
2"
1.5"
3"
3" 2"
1.5"
A36
2"
3"
A35
2"
A34
1"
3"
2"
2"
1.5"
A33
2"
2"
A39
2"
A38
1.5"
3"
A37
2"
3503503
509 505
508.1 508.0
Q
Q
Q
Q
Q
3 3
3 3 3 3 3
Q
3"
3"
2"
11 "
411 "
11 "
11 "
11 "
11 "
411 "
11 "
11 "
11 "
2"
11 "
11 "
11 "
2"
11 "
11 "
11 "
2"11 "
4 11 "
3"
3"
3"
REMOVE SPRINKLERS, LATERAL PIPE, MAINLINE PIPE
AND VALVES WITHIN DEMOLITION BOUNDARY, TURN
OVER SALVAGEABLE SPRINKLERS AND VALVES TO THE
OWNER'S REPRESENTATIVE, DISPOSE OF THE REST OF
UNSALVAGEABLE EQUIPMENT AND PIPE LEGALLY
OFFSITE
EXCAVATE AND EXPOSE THE EXISTING 3-INCH PVC PIPE
AND CONTROL WIRE AT THE LOCATION INDICATED.
CAP THE PIPE WITH PVC SCH 40 SOLVENT WELD CAP
AND COIL 3-FEET OF CONTROL WIRE AND PLACE CAP
AND WIRE COIL IN STANDARD VALVE BOX FOR FUTURE
RECONNECTION.
EXCAVATE AND EXPOSE THE EXISTING 3-INCH PVC PIPE
AND CONTROL WIRE AT THE LOCATION INDICATED.
CAP THE PIPE WITH PVC SCH 40 SOLVENT WELD CAP
AND COIL 3-FEET OF CONTROL WIRE AND PLACE CAP
AND WIRE COIL IN STANDARD VALVE BOX FOR FUTURE
RECONNECTION.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
AL
TE
RN
AT
E
BI
M
C
FM
0-
IG
AP
/C
FM
0-
IG
AP
-A
R C
H _2
0_
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W as hb ay
.rv t
8/ 2/
0:
:2
AM
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
IRRIGATION PLAN 4
Scale: 1" =30'
N
NORTH
PROJECT
1 COMITTAL SHELTER A IRRIGATION
DEMOLITION 2 COMITTAL SHELTER A IRRIGATION
PLAN
DWG 160 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
Q
2"
2" 1.5" 1.5" 1.25" 1.25"
1.5"
EXCAVATE AND EXPOSE EXISTING MAINLINE
PIPE AND WIRE AND INSTALL NEW REMOTE
CONTROL VALVE AT LOCATION INDICATED.
CONNECT TO EXISTING WIRE FOR LANDSCAPE
AROUND THE COMITTAL SHELTER, HENCE
BOTH VALVES WILL BE ON THE SAME STATION
AS THERE ARE NO SPARE WIRES IN THE AREA.
EXCAVATE AND EXPOSE EXISTING 6-INCH MAINLINE. CONNECT
TO EXISTING MAINLINE USING DUCTILE IRON TEE AND REPAIR
COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES,
AND COMPACT TO MATCH EXISTING CONDITIONS.
INSTALL TANK FILL VALVE INTENDED FOR MANUAL IRRIGATION
WITH WATER TRUCK.
A
UPGRADE EXISTING RAIN BIRD ESP-LXD WITH
IQ-NCC COMMUNICATION MODULE , THIS
CONTROLLER WILL BE THE CLIENT
CONTROLLER.
W
EXCAVATE AND EXPOSE THE WELL PUMP
DISCHARGE PIPE ASSUMED TO BE 2-INCH PVC AT
THE APPROXIMATE LOCATION INDICATED. PROVIDE
AND INSTALL A SOLVENT WELD SCH 40 SERVICE TEE
WITH THREADED OUTLET SIZED FOR A DATA
INDUSTRIAL 220 IMPELLER FLOW SENSOR. INSTALL
FLOW SENSOR ON TEE AND AND USE STANDARD
VALVE BOX WITH EXTENSIONS FOR FLOW SENSOR
INSTALLATION AND ISOLATION GATE VALVE. ROUTE
COMMUNICATION WIRE FROM FLOW SENSOR TO
PUMP HOUSE IN 2-INCH CONDUIT, DRILL A HOLE IN
THE CONCRETE BUILDING WALL AND ROUTE THE
COMMUNICATION WIRE TO A NEW CONTRACTOR
PROVIDED AND INSTALLED FLOW SENSOR
RECORDER. INSTALL RECORDER ADJACENT TO THE
EXISTING IRRIGATION CONTROLLER AND USE THE
EXISTING 120VAC POWER OUTLET AT THAT
LOCATION. COMMUNICATION WIRE ROUTED ABOVE
GROUND TO BE IN METAL CONDUIT. COORDINATE
LOCATION OF THE DATA INDUSTRIAL FC5000 FLOW
READER AND PROVIDE THE POWER CORD AND
WALL MOUNT. CONTRACTOR TO PROGRAM THE
FLOW READER WITH CORRECT K VALUES AND
OTHER INPUTS AS REQUIRED FOR ACCURATE FLOW
READING. SEE DETAIL
WELL WATER LEVEL MONITORING WILL USE A
BATTERY OPERATED PRESSURE TRANSDUCER.
THE TRANSDUCER WILL BE PROGRAMMED AND
DATA WILL WILL BE DOWNLOADED VIA BLUE TOOTH
TO A MOBILE DIVICE WITH COMPATIBLE CLOUD
APPLICATION. THE BASIS OF DESIGN IS SOLINIST
LEVEL LOGGER 5. SEE DETAIL
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
AL
TE
RN
AT
E
BI
M
C
FM
0-
IG
AP
/C
FM
0-
IG
AP
-A
R C
H _2
0_
N ew
W as hb ay
.rv t
8/ 2/
0:
:2
AM
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
IRRIGATION PLAN 5
Scale: 1" =30'
N
NORTH
PROJECT2 COMITTAL SHELTER 2 MEDIAN
PLAN
1 PUMP STATION WATER TRUCK FILL
PLAN
DWG 161 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
AL
TE
RN
AT
E
BI
M
C
FM
0-
IG
AP
/C
FM
0-
IG
AP
-A
R C
H _2
0_
N ew
W as hb ay
.rv t
8/ 2/
0:
:2
AM
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
1 AIR/VACUUM RELIEF VALVE
ASSEMBLY N.T.S. 2 ISOLATION GATE VALVE
ASSEMBLY N.T.S. 3 QUICK COUPLER VALVE
ASSEMBLY N.T.S.
4 REMOTE CONTROL VALVE
ASSEMBLY N.T.S.
IRRIGATION DETAILS 1
DWG 162 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
AL
TE
RN
AT
E
BI
M
C
FM
0-
IG
AP
/C
FM
0-
IG
AP
-A
R C
H _2
0_
N ew
W as hb ay
.rv t
8/ 2/
0:
:2
AM
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
1 POP-UP SPRAY SPRINKLER
ASSEMBLY N.T.S. 2 POP-UP ROTOR SPRINKLER
ASSEMBLY N.T.S. 3 POP-UP ROTOR SPRINKLER
IN IRRIGATION AISLE ASSEMBLY N.T.S.
5 IN GROUND CREMAINS SPRINKLER PLACEMENT
DETAIL N.T.S.4 SPRINKLER PLACEMENT
DETAIL N.T.S.
54" MIN.
1'
>54"
>54"
IRRIGATION
AISLE BOUNDARY VARIES
8"
4'
62"
IRRIGATION DETAILS 2
DWG 163 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
AL
TE
RN
AT
E
BI
M
C
FM
0-
IG
AP
/C
FM
0-
IG
AP
-A
R C
H _2
0_
N ew
W as hb ay
.rv t
8/ 2/
0:
:2
AM
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
1 CONTROLLER
ASSEMBLY N.T.S. 2 GROUNDING
DETAIL N.T.S. 3 DECODER CABLE FUSE DEVICE
ASSEMBLY N.T.S.
6 FLOWER WATER STATION
ASSEMBLY N.T.S.5 THRUST BLOCK
DETAIL N.T.S.4 JOINT RESTRAINT
DETAIL N.T.S.
PLAN VIEW
A. IRRIGATION CONTROLLER ASSEMBLY
B. UL LISTED 5/8" X 10' COPPER-CLAD
GROUNDING ROD
C. UL LISTED 4" X 8' COPPER GROUNDING PLATE
D. POLYMER 9" ROUND VALVE BOX WITH COVER
E. CADWELD CONNECTION: PAIGE ELECTRIC
F. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
G. BRICK (1 OF 4)
H. #6 AWG INSULATED SOLID COPPER WIRE. NO
SHARP BENDS.
I. SPHERE OF INFLUENCE
J. EARTH CONTACT MATERIAL, POWERSET© OR
POWERFILL© DEPENDING ON SOIL CONDITIONS
K. FINISH GRADE
A
C
B
8'
10'
11'
I
I
30" MINIMUM
12"
SECTION VIEW
H
H
H
B
C J
D
G
F
E
NOTES:
1. CONNECT ALL #6 AWG WIRES INSIDE THE
CONTROLLER. CONNECT ONE WIRE TO
THE CONTROLLER GROUND LUG AND
USE A #4 SPLIT BOLT TO CONNECT ALL
WIRES TOGETHER.
2. EARTH CONTACT MATERIAL MUST
COMPLETELY COVER THE WELD JOINT
ON THE GROUND PLATE.
K
Pipe Fitting with Joint Restraint
11.25° BEND (IPS)
(PJ x PJ)
TEE w/ REDUCER IN
BRANCH & RUN (IPS)
(PJ x PJ x PJ)
45° BEND (IPS)
(PJ x PJ)
22.5° BEND (IPS)
(PJ x PJ)
TEE (IPS)
(PJ x PJ x PJ)
90° BEND (IPS)
(PJ x PJ)
REDUCER (IPS)
(PJ x PJ)
PIPE BELL
UNDISTURBED SOIL
THRUST BLOCK
WIRE
X Y
IRRIGATION DETAILS 3
DWG 164 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
AL
TE
RN
AT
E
BI
M
C
FM
0-
IG
AP
/C
FM
0-
IG
AP
-A
R C
H _2
0_
N ew
W as hb ay
.rv t
8/ 2/
0:
:2
AM
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
IRRIGATION PUMP STATION
"A A " ELEVATION VIEW
EQUIPMENT LIST
1'
5 4
PLAN VIEW
" M
IN
IM
U M
M
AI
N
TE
N
AN
C E
C
LE
AR
AN
C E
8 9
60-INCHES
REQUIRED FOR
FILTER
MAINTENANCE
3'
PLAN VIEW
A A 17
FRONT VIEWSIDE VIEW
CUT BOTTOM OUT OF 4' X 4' PLYWOOD AND SLIP OVER
PIPE, USE CUT OFF TO SEAL BOTTOM OF FORM. BACK
FILL AROUND FORM OR USE TIES AS NECESSARY
PRIOR TO POURING CONCRETE.
PIPE WALL FLANGE
CONCRETE
CONCRETE
PIPE WALL FLANGE
HDPE INTAKE PIPE
FINAL GRADE
2 INTAKE PIPE RESTRAINT
DETAIL N.T.S. 3 RESTRAINED CASING SPACER
DETAIL N.T.S.
DWG 165 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
AL
TE
RN
AT
E
BI
M
C
FM
0-
IG
AP
/C
FM
0-
IG
AP
-A
R C
H _2
0_
N ew
W as hb ay
.rv t
8/ 2/
0:
:2
AM
INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
1 IRRIGATION WELL PUMP
ASSEMBLY N.T.S.
IRRIGATION WELL PUMP
24"
36"
24"
2 TANK FILL VALVE
ASSEMBLY N.T.S.
30" MIN.15" MIN.
2'
5'
FLOW
SECTION VIEW
A
B
C
D E
FG
H
I
30" MIN.15" MIN.
J
2'
8'
5'
DWG 166 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseStampConsultants
321 4 5 6 7 8 9 10
Sprinkler Status
WILLIAM H. GORDON ASSOCIATES, INC
CHANTILLY, VA
(304) 930-5779
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.ae-works.com
THE LA GROUP
SARATOGA SPRING, NY
(518) 587-8100
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INDIANTOWN GAP NATIONAL
CEMETERY
LEBANON COUNTY, PA
VA 813-028
2.18.2022
PHASE 5 DEVELOPMENT
RFP DOCUMENTS
# Revisions Date JDL CCT
Ce rt i f ie d Irr igat ion Designer
I R R
I G AT I O N A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
1 AERATION DIFFUSER
ASSEMBLY N.T.S.
4 INTAKE SCREEN
ASSEMBLY N.T.S.
3 AERATION COMPRESSOR CABINET
ASSEMBLY N.T.S.
IRRIGATION POND
AERATION
A
B
C
D
2 2-INCH ISOLATION GATE VALVE
ASSEMBLY N.T.S.
A
BF
C
D G
H
E
2'-0"
12"
1'-2"
DWG 167 of 302
AE WORKS®
INTEGRITY FEDERAL SERVICES
PLAN
ELEVATION
2 4 FEET20
SCALE: 1/4" = 1'-0"
2 4 FEET20
SCALE: 1/4" = 1'-0"
WDC ASA
VEGETATED
VEGETATED
MONUMENTS
F L
O W
N
NORTH SPANDREL WALL
32'-4"�
SOUTH SPANDREL WALL
29'-8"�
CULVERT
� PIPE-ARCH
CULVERT
� PIPE-ARCH
FLAG POLE
FLAG POLE
CURB (TYP.)
CONC. DRAINAGE
(TYP.)
STORM INLET
REPAVING
LIMIT OF ROADWAY
(TYP.)
SIDEWALK TRANSITION
ADA COMPLIANT
(TYP.)
TO DELINEATE CURBS
WHITE LINE STRIPING
(TYP.)
GEOTEXTILE MATERIAL
ROCK, R-4 BACKED WITH
(TYP.)
4'-0"
5'-6" 5'-6"4'-6" 4'-6"
SPACING
TIE-ROD
RAILING (TYP.)
CAP AND METAL PEDESTRIAN
DYED REINFORCED CONC. WALL
RAILING (TYP.)
METAL PEDESTRIAN
CONC. CAP (TYP.)
DYED REINFORCED
(FULL LENGTH)
SEDIMENT DEPOSIT
PIPE-ARCH
STRUCTURAL PLATE
1.
2.
3.
4.
5.
6.
7.
11.
13.
14.
15.
16.
18.
19.
20.
24.
17.
DESIGN IS IN ACCORDANCE WITH THE LRFD METHOD WHEN APPLICABLE.
PROVIDE 2-INCH CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED.
A HIGHER CLASS CONCRETE MAY BE SUBSTITUTED FOR A LOWER CLASS CONCRETE
RAKE FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED.
ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED.
SUPERSTRUCTURE DIMENSIONS SHOWN ARE FOR A NORMAL TEMPERATURE OF 68
STANDARD BRIDGE CONSTRUCTION (BC-700M SERIES) DRAWINGS.
THE FOLLOWING LEGEND APPLIES TO ALL DRAWINGS:
R.F. = REAR FACE
E.F. = EACH FACE
T. = TOP
BOT. = BOTTOM
F.F. = FRONT FACE
DEGREES FAHRENHEIT.
DESIGN SPECIFICATIONS:
DESIGN LIVE LOADS:
STRUCTURAL STEEL:
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 2017, AND AS SUPPLEMENTED
PROVIDE REINFORCING STEEL BARS MINIMUM EMBEDMENT AND SPLICE LENGTHS IN
DO NOT CONSIDER ANY OF THE DATA ON THE EXISTING STRUCTURE MADE AVAILABLE
OF ANY OF THE CONDITIONS THAT YOU WILL ENCOUNTER IN THE FIELD.
APPLY AN APPROVED EPOXY ADHESIVE, WHERE AN ADHESIVE IS SPECIFIED.
21.
22.
CHAMFER EXPOSED CONCRETE EDGES 3/4 INCH BY 3/4 INCH, EXCEPT AS NOTED.
12.
10.
PROVIDE STRUCTURAL STEEL CONFORMING TO AASHTO M270 GRADE 36 DESIGNATION,
EXCEPT WHERE NOTED OTHERWISE.
PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS
OF ASTM A615/A615M, A996/A996M OR A706/A706M. DO NOT WELD GRADE 60
REINFORCING STEEL BARS UNLESS SPECIFIED. GRADE 40 REINFORCING STEEL
BARS MAY BE SUBSTITUTED WITH A PROPORTIONAL INCREASE IN CROSS-SECTIONAL
AREA, IF APPROVED. DO NOT USE RAIL STEEL A996/A996M REINFORCEMENT
BARS IN BRIDGE ABUTMENTS, OR WHERE BENDING OR WELDING OF THE
REINFORCEMENT BARS IS INDICATED.
FIELD AS NECESSARY FOR PROPER FIT OF THE PROPOSED CONSTRUCTION.
VERIFY ALL DIMENSIONS AND GEOMETRY OF THE EXISTING STRUCTURE IN THE
NOT PERMITTED UNLESS SPECIFIED.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFE ERECTION OF ALL
STRUCTURAL COMPONENTS. PROVIDE ALL NECESSARY BRACING AND SUPPORTS.
APPLY AN EPOXY ADHESIVE BETWEEN ALL EXISTING STONE MASONRY AND
STRUCTURAL STEEL IN ACCORDANCE WITH PUBLICATION 408, SECTION 1060.
8.
APPLY PAINT IN A MANNER SO NO PAINT IS PLACED ON SURROUNDING STONE
USE CLASS AA CEMENT CONCRETE.
9.
UTILITY NOTE:
COORDINATE, LOCATE AND CONDUCT ALL WORK RELATED TO PUBLIC AND
PRIVATE UTILITIES IN ACCORDANCE WITH PUBLICATION 408/2020,
SECTIONS 105.06 AND 107.12.
23.
PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH PENNDOT
SPECIFICATIONS PUBLICATION 408/2020, AASHTO/AWS/D1.5:2008 BRIDGE
WELDING CODE, AND CONTRACT SPECIAL PROVISIONS.
BY THE DEPARTMENT'S DESIGN MANUAL, PART 4, DECEMBER 2019.
PHL-93, P-82, AND P2016-13
AT NO ADDITIONAL COST TO THE VA, IF APPROVED.
TO YOU BY THE VA OR ITS AUTHORIZED AGENTS AS POSITIVE REPRESENTATIONS
BY THE VA. SUBMIT PAINT COLOR.
MASONRY.
CONSTRUCTION DETAILS OTHER THAN THOSE SHOWN WILL CONFORM TO THE DEPARTMENT'S
GENERAL NOTES:
ACCORDANCE WITH STANDARD DRAWING BC-736M, UNLESS OTHERWISE INDICATED.
WELDING OF REINFORCEMENT BARS DURING FABRICATION OR CONSTRUCTION IS
GALVANIZE FABRICATED STRUCTURAL STEEL, THEN PAINT EXPOSED FABRICATED
PAINT ALL STEEL AND METAL FASTENERS WITH PAINT OF A COLOR APPROVED
A
A
ENDWALL (TYP.)
WITH CONC OUTLET
6" DIA. FOUNDATION DRAIN
(TYP.)
TIE-ROD
9'-9" CLR.
(PIPE ARCH)
O U
T
O U
T
DECORATIVE PLATE (TYP.)
DIA. TIE-ROD WITH 12" DIA.
LATERAL BRACING TIE-ROD, 1"
9'-9" SPAN
FROM STONE FACE
EXTEND MORTAR TO 1"
REPOINT STONE MASONRY,
C
R B
C U
R B
(NORTHWEST CULVERT)
TRIBUTARY TO AIRE RUN
BRIDGE REPAIR - BRIDGE NO. 1 OVER
B
B
CFS CFS CFS CFS
CFS CFSCFS CSF
NOTE: CFS DENOTES COMPOST FILTER SOCK
EPOXY COAT ALL REINFORCING BARS AND WELDED WIRE FABRIC (WWF),
UNLESS NOTED.
COATED REINFORCING STEEL BARS AT NO ADDITIONAL COST TO THE OWNER.
GALVANIZED REINFORCING STEEL BARS AND WWF MAY BE SUBSTITUTED FOR EPOXY
APPLY A TOOLED EDGE TO SIDEWALK.
JOINTS.
PROPOSED CEMENT CONCRETE AND AT ALL CEMENT CONCRETE CONSTRUCTION
CONCRETE FOR SIDEWALK (TYP.)
USE DYED EXPOSED AGGREGATE
WITH REINFORCED CONCRETE,
REPLACE SIDEWALK AND CURB
VARIES 4'-8"�
TO 4'-10"�
RADIAL
DIMENSIONS
16'-0"� CURB/CURB
28'-10"� OUT/OUT
V A
R I
E S
T
ASPHALT PAVING
EXPOSED AGGREGATE
CONC. SIDEWALK
(TYP.)
STEEL STRUCTURAL PLATE
PIPE-ARCH CULVERT
FLOW
SECTION A-A - EXISTING
FEET32101
SCALE: 3/8" = 1'-0"
1'-4"�
SPANDREL
WALL
1'-4"�
SPANDREL
WALL
RADIAL
DIMENSIONS 16'-6"� CURB/CURB
28'-10"� OUT/OUT
ASPHALT PAVING
FLOW
SECTION A-A - PROPOSED
FEET32101
SCALE: 3/8" = 1'-0"
1'-4"�
SPANDREL
WALL
1'-4"�
SPANDREL
WALL
SUBBASE
STEEL STRUCTURAL PLATE
PIPE-ARCH CULVERT
V A
R I
E S
V A
R I
E S
L V
E R
T
(TYP.)
CONC. CAP
4" REINF.
METAL PEDESTRIAN
RAILING (TYP.)
L V
E R
T
VARIES 5'-5"�
TO 5'-3 1/2"�
1'-7" CAP
1'-7" CAP
EXPOSED AGGREGATE
REINF. CONCRETE
SIDEWALK (TYP.)
4'-10" 4'-10"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F il e P a th
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
CEMETERY
INDIANTOWN GAP NATIONAL
LEBANON COUNTY, PA
VA 813-028
02.18.2022 # Revisions Date
Sprinkler StatusHONOR 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.ae-works.com
THE LA GROUP
SARATOGA SPRINGS, NY
(518) 587-8100 p e n n o n i.
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INTEGRITY FEDERAL SERVICES
MARTINSBURG, WV
(304) 725-8456
AE WORKS®
RFP DOCUMENTS
PHASE 5 DEVELOPMENT
REGISTERED
AI
N A
VYS
N
N E
P
L
C O
M
M
O NWEALT
H O
F
PROFESSIONAL
WILLIAM DURYEA CAMERON
No. PE37283E
ENGINEER
02-18-2022 DWG 168 of 302
BR101AE WORKS®
F L
O W
ASAWDC
STEEL STRUCTURAL PLATE PIPE-ARCH CULVERT REPAIR
OVER TRIBUTARY TO AIRE RUN (SOUTHWEST CULVERT)
BRIDGE NO.2
(FULL LENGTH)
SEDIMENT DEPOSIT
PIPE-ARCH
STRUCTURAL PLATE
ELEVATION
2 4 FEET20
SCALE: 1/4" = 1'-0"
" A
CULVERT
� PIPE-ARCH
5'-6" 5'-6"8'-0"
SPACING
TIE ROD
A
RAILING (TYP.)
METAL PEDESTRIAN
CONC. CAP (TYP.)
DYED REINFORCED
8'-0"
1.
2.
3.
4.
5.
6.
7.
16.
18.
19.
20.
24.
17.
DESIGN IS IN ACCORDANCE WITH THE LRFD METHOD WHEN APPLICABLE.
PROVIDE 2-INCH CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED.
A HIGHER CLASS CONCRETE MAY BE SUBSTITUTED FOR A LOWER CLASS CONCRETE
STANDARD BRIDGE CONSTRUCTION (BC-700M SERIES) DRAWINGS.
THE FOLLOWING LEGEND APPLIES TO ALL DRAWINGS:
R.F. = REAR FACE
E.F. = EACH FACE
T. = TOP
BOT. = BOTTOM
F.F. = FRONT FACE
DESIGN SPECIFICATIONS:
DESIGN LIVE LOADS:
STRUCTURAL STEEL:
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 2017, AND AS SUPPLEMENTED
PROVIDE REINFORCING STEEL BARS MINIMUM EMBEDMENT AND SPLICE LENGTHS IN
DO NOT CONSIDER ANY OF THE DATA ON THE EXISTING STRUCTURE MADE AVAILABLE
OF ANY OF THE CONDITIONS THAT YOU WILL ENCOUNTER IN THE FIELD.
APPLY AN APPROVED EPOXY ADHESIVE, WHERE AN ADHESIVE IS SPECIFIED.
21.
22.
PROVIDE STRUCTURAL STEEL CONFORMING TO AASHTO M270 GRADE 36 DESIGNATION,
EXCEPT WHERE NOTED OTHERWISE.
PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS
OF ASTM A615/A615M, A996/A996M OR A706/A706M. DO NOT WELD GRADE 60
REINFORCING STEEL BARS UNLESS SPECIFIED. GRADE 40 REINFORCING STEEL
BARS MAY BE SUBSTITUTED WITH A PROPORTIONAL INCREASE IN CROSS-SECTIONAL
AREA, IF APPROVED. DO NOT USE RAIL STEEL A996/A996M REINFORCEMENT
BARS IN BRIDGE ABUTMENTS, OR WHERE BENDING OR WELDING OF THE
REINFORCEMENT BARS IS INDICATED.
NOT PERMITTED UNLESS SPECIFIED.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFE ERECTION OF ALL
STRUCTURAL COMPONENTS. PROVIDE ALL NECESSARY BRACING AND SUPPORTS.
APPLY AN EPOXY ADHESIVE BETWEEN ALL EXISTING STONE MASONRY AND
STRUCTURAL STEEL IN ACCORDANCE WITH PUBLICATION 408, SECTION 1060.
8.
APPLY PAINT IN A MANNER SO NO PAINT IS PLACED ON SURROUNDING STONE
USE CLASS AA CEMENT CONCRETE.
UTILITY NOTE:
COORDINATE, LOCATE AND CONDUCT ALL WORK RELATED TO PUBLIC AND
PRIVATE UTILITIES IN ACCORDANCE WITH PUBLICATION 408/2020,
SECTIONS 105.06 AND 107.12.
23.
PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH PENNDOT
SPECIFICATIONS PUBLICATION 408/2020, AASHTO/AWS/D1.5:2008 BRIDGE
WELDING CODE, AND CONTRACT SPECIAL PROVISIONS.
BY THE DEPARTMENT'S DESIGN MANUAL, PART 4, DECEMBER 2019.
PHL-93, P-82, AND P2016-13
AT NO ADDITIONAL COST TO THE VA, IF APPROVED.
TO YOU BY THE VA OR ITS AUTHORIZED AGENTS AS POSITIVE REPRESENTATIONS
BY THE VA. SUBMIT PAINT COLOR.
MASONRY.
CONSTRUCTION DETAILS OTHER THAN THOSE SHOWN WILL CONFORM TO THE DEPARTMENT'S
GENERAL NOTES:
ACCORDANCE WITH STANDARD DRAWING BC-736M, UNLESS OTHERWISE INDICATED.
WELDING OF REINFORCEMENT BARS DURING FABRICATION OR CONSTRUCTION IS
PAINT ALL STEEL AND METAL FASTENERS WITH PAINT OF A COLOR APPROVED
GALVANIZE FABRICATED STRUCTURAL STEEL, THEN PAINT EXPOSED FABRICATED
CURB (TYP.)
CONC. DRAINAGE
BRUSH
BRUSH
N
REPAVING
LIMIT OF ROADWAY
CULVERT
� PIPE-ARCH
�"4-'04
LLAW LERDNAPS HTRON
�"8-'34
LLAW LERDNAPS HTUOS
2 4 FEET20
SCALE: 1/4" = 1'-0"
PLAN
(TYP.)
GEOTEXTILE MATERIAL
ROCK, R-4 BACKED WITH
ENDWALL (TYP.)
WITH CONC OUTLET
6" DIA. FOUNDATION DRAIN
(TYP.)
SIDEWALK TRANSITION
ADA COMPLIANT
POLE
FLAG
(TYP.)
TIE-ROD
(TYP.)
TO DELINEATE CURBS
WHITE LINE STRIPING
(TYP.)
4'-0"
(TYP.)
GEOTEXTILE MATERIAL
ROCK, R-4 BACKED WITH
9'-9" CLR.
(PIPE ARCH)
R B
C U
R B
T
O U
T
FROM STONE FACE
EXTEND MORTAR TO 1"
REPOINT STONE MASONRY,
9'-9" SPAN
(SOUTHWEST CULVERT)
TRIBUTARY TO AIRE RUN
BRIDGE REPAIR - BRIDGE NO. 2 OVER
B
B
CFS
CFS CFS
CFS
NOTE: CFS DENOTES COMPOST FILTER SOCK
CFS
CFS
CFS
CFS
DECORATIVE PLATE (TYP.)
DIA. TIE-ROD WITH 12" DIA.
LATERAL BRACING TIE- ROD, 1"
11.
13.
14.
15.
RAKE FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED.
ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED.
SUPERSTRUCTURE DIMENSIONS SHOWN ARE FOR A NORMAL TEMPERATURE OF 68
DEGREES FAHRENHEIT.
CHAMFER EXPOSED CONCRETE EDGES 3/4 INCH BY 3/4 INCH, EXCEPT AS NOTED.
12.
10.
FIELD AS NECESSARY FOR PROPER FIT OF THE PROPOSED CONSTRUCTION.
VERIFY ALL DIMENSIONS AND GEOMETRY OF THE EXISTING STRUCTURE IN THE
9. EPOXY COAT ALL REINFORCING BARS AND WELDED WIRE FABRIC (WWF),
UNLESS NOTED.
COATED REINFORCING STEEL BARS AT NO ADDITIONAL COST TO THE OWNER.
GALVANIZED REINFORCING STEEL BARS AND WWF MAY BE SUBSTITUTED FOR EPOXY
APPLY A TOOLED EDGE TO SIDEWALK.
JOINTS.
PROPOSED CEMENT CONCRETE AND AT ALL CEMENT CONCRETE CONSTRUCTION
CONCRETE FOR SIDEWALK (TYP.)
USE DYED EXPOSED AGGREGATE
WITH REINFORCED CONCRETE.
REPLACE SIDEWALK AND CURB
RADIAL
DIMENSIONS 16'-4"� CURB/CURB
29'-2"� OUT/OUT
ASPHALT PAVING
EXPOSED AGGREGATE
CONC. SIDEWALK
(TYP.)
STEEL STRUCTURAL PLATE
PIPE-ARCH CULVERT
FLOW
SECTION A-A - EXISTING
FEET32101
SCALE: 3/8" = 1'-0"
1'-5"�
SPANDREL
WALL
1'-5"�
SPANDREL
WALL
RADIAL
DIMENSIONS 16'-8"� CURB/CURB
29'-2"� OUT/OUT
ASPHALT PAVING
FLOW
SECTION A-A - PROPOSED
FEET32101
SCALE: 3/8" = 1'-0"
1'-5"�
SPANDREL
WALL
1'-5"�
SPANDREL
WALL
SUBBASE
STEEL STRUCTURAL PLATE
PIPE-ARCH CULVERT
V A
R I
E S
V A
R I
E S
L V
E R
T
(TYP.)
CONC. CAP
4" REINF.
METAL PEDESTRIAN
RAILING (TYP.)
L V
E R
T
1'-8" CAP
1'-8" CAP
EXPOSED…
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