NCOTA_Phase_III_Development_-_935PC2006_-_Package_A_Bid_Documents_-_Part_4_Pages_124-164.pdf
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Text version
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
MAY 25, 2018 MS AC
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
Dwg. of 164
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
CONSTRUCTION DOCUMENTS 2 SUBMISSION
NATIONAL CEMETERY
OF THE ALLEGHENIES
PHASE III DEVELOPMENT
PACKAGE "A"
935PC2006BID DOCUMENTS
NORTH
00 40' 80'
SCALE: 1" = 40'-0"
L-500
PLANTING PLAN 1
MATCHLINE - SEE SHEET L-501
ENLARGEMENT - SEE SHEET L-503
KEY MAP
not to scale
L-502
L-501
L-503
L-500
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
MAY 25, 2018 MS AC
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
Dwg. of 164
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
CONSTRUCTION DOCUMENTS 2 SUBMISSION
NATIONAL CEMETERY
OF THE ALLEGHENIES
PHASE III DEVELOPMENT
PACKAGE "A"
935PC2006BID DOCUMENTS
NORTH
00 40' 80'
SCALE: 1" = 40'-0"
L-501
PLANTING PLAN 2
MATCHLINE - SEE SHEET L-500
M A
T C
H L
IN
E
S E E B
/L -5
KEY MAP
not to scale
L-502
L-501
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
MAY 25, 2018 MS AC
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
Dwg. of 164
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
CONSTRUCTION DOCUMENTS 2 SUBMISSION
NATIONAL CEMETERY
OF THE ALLEGHENIES
PHASE III DEVELOPMENT
PACKAGE "A"
935PC2006BID DOCUMENTS
NORTH
SCALE: 1" = 40'-0"
L-502
PLANTING PLAN 3
M A
T C
H L
IN
E
S E E B
/L -5
00 40' 80'
KEY MAP
not to scale
L-502
L-501
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
MAY 25, 2018 MS AC
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
Dwg. of 164
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
CONSTRUCTION DOCUMENTS 2 SUBMISSION
NATIONAL CEMETERY
OF THE ALLEGHENIES
PHASE III DEVELOPMENT
PACKAGE "A"
935PC2006BID DOCUMENTS
NORTH
00 20' 40'
SCALE: 1" = 20'-0"
L-503
PLANTING PLAN 1 ENLARGEMENT
KEY MAP
not to scale
L-502
L-501
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
MAY 25, 2018 MS AC
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
Dwg. of 164
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
CONSTRUCTION DOCUMENTS 2 SUBMISSION
NATIONAL CEMETERY
OF THE ALLEGHENIES
PHASE III DEVELOPMENT
PACKAGE "A"
935PC2006BID DOCUMENTS
L-504
PLANTING DETAILS AND LIST
TREE PLANTING
SPECIFIED PLANTING MIX EXISTING SUBGRADE
FINISH GRADE
3" HIGH WATER RETENTION BASIN
MULCH - KEEP MULCH 3"
MIN. AWAY FROM TRUNK
3" TAPER PRIOR TO TIGHTENING
GUYING STRAPS (TYP.)
RUBBER HOSE
SPECIFIED PLANTING MIX
FINISHED GRADE
ROUGH GRADE
EXISTING SUBGRADE
SPREAD
MULCH
3" HIGH WATER RETENTION BASIN
TREE SUPPORT STAKES
(TYPICAL OF 3)
SLOPE TREE PLANTING
N.T.S.N.T.S.
GUYING STRAPS (TYP.)
RUBBER HOSE
TREE SUPPORT STAKES
(TYPICAL OF 3)
SPECIFIED PLANTING MIX
WATER RETENTION BASIN
FINISHED GRADE
ROUGH GRADE
EXISTING SUBGRADE
GUYING STRAPS (TYP.)
3" TAPER PRIOR TO TIGHTENING
TREE SUPPORT STAKES
(TYPICAL OF 3)
RETENTION BASIN TO BE CIRCULAR IN
SHAPE & CONSISTENT IN SIZE FROM
TREE TO TREE. SIDE SLOPES OF BASIN
TO HAVE GENTLE, UNIFORM PROFILE.
FINISH GRADE
REFER TO SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
SPECIFIED PLANTING MIX
3" HIGH WATER RETENTION BASIN
MULCH - KEEP MULCH 3"
MIN. AWAY FROM TRUNK
EVERGREEN TREE PLANTING
N.T.S.
MULTI-TRUNK TREE PLANTINGGROUNDCOVER PLANTING
N.T.S. N.T.S.
SHRUB BED PLANTING
N.T.S.
MULCH
SHRUB ROOTBALL
FINISH GRADE
BACKFILL WITH PREPARED SOIL MIX (REF.
SPECS.)
UNCOMPACTED NATIVE SOIL.
REFER TO SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
SPACING PER PLANTING PLAN
V SHAPED TRENCH BED EDGE
BACKFILL W/MULCH
AMENDED SOIL
MULCH
GROUND COVER
TRIANGULAR EQUIDISTANT SPACING
GROUND COVER
EQUAL SPACING BETWEEN
PLANTINGS.
GUYING STRAPS (TYP.)
TREE SUPPORT STAKES
(TYPICAL OF 3)
3"TAPER PRIOR TO TIGHTENING
RUBBER HOSE
MULCH - KEEP MULCH 3"
MIN. AWAY FROM TRUNK
MULCH - KEEP MULCH 3"
MIN. AWAY FROM TRUNK
PLANTING NOTES
1. Contractor shall be responsible for becoming aware of all related existing conditions, utilities, pipes and structures, etc. prior to bidding and construction. The Contractor shall be held responsible for contacting all utility companies for field location of all underground utility lines, including depths, prior to any excavation.
The Contractor shall notify the RE/COR of apparent conflicts with construction and utilities so that adjustments can be planned prior to installation. Contractor shall take sole responsibility for any and all cost or other liabilities incurred due to damage of said utilities/structures/etc.
2. The Contractor shall not willfully proceed with construction as designed when it is apparent that unknown obstructions and/or grade differences exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the RE/COR for clarification. The Contractor shall assume full responsibility for all liabilities, including necessary revisions due to failure to give such notification.
3. Contractor shall be responsible for coordination with subcontractors and other contractors of related trades as required to accomplish the planting and related operations.
4. The acceptable tolerances for this project are minimal and specific layout is required as shown on the layout, planting and other plans. Final location and staking of all plant materials shall be accepted by the
RE/COR in advance of plantings.
5. Coordinate installation of all plant material with installation of all adjacent irrigation, pavements, curb and related structures. Any damage to existing improvements is the responsibility of the Contractor.
6. Contractor shall notify RE/COR 48 hours prior to commencement of work to coordinate project inspection schedules.
7. The Contractor shall take all necessary scheduling and other precautions to avoid climatic damage to plants. A "planting" of specific calendar days is required to be submitted by the Contractor for approval and planting operations should occur per this approved schedule.
8. If conflicts arise between size of areas and plans, Contractor is required to contact RE/COR for resolution.
Failure to make such conflicts known to the RE/COR will result in Contractor's liability to relocate the materials.
9. Plant names may be abbreviated on the drawings. See plant legend for symbols, abbreviations, botanical/common names, sizes, estimated quantities (if given) and other remarks.
10.It is the Contractor's responsibility to furnish all plant materials free of pests or plant diseases. Pre-selected or "tagged" material must be inspected by the Contractor and certified pest and disease free. It is the
Contractor's obligation to maintain and warranty all plant materials per the specifications. All plants shall be subject to Owner's approval prior to installation.
11. Where provided, area takeoffs and plant quantity estimates in plant list are for information only. Contractor is responsible to do their own quantity take-offs for all plant materials and sizes shown on plans. In case of any discrepancies, plans take precedence over call-outs and/or the plant list(s).
12. The Contractor is responsible to restore all areas of the site, or adjacent areas, where disturbed by operations of or related to the Contractor's work. Sod areas disturbed shall be restored with new sod.
Native areas disturbed, if not already improved to meet other requirements of this contract, shall be restored consistent with type, rates and species of existing condition.
13. All plants shall be nursery grown, Grade 1 plants meeting American Nursery and Landscape Association
(ANLA) standards set forth in the "American Standard for Nursery Stock" (ANSI Z60.1-2004). Plants are to be typical in shape and size for species. Plants shall not be root-bound or loose in their containers. Handle all plants with care in transporting, planting and maintenance until inspection and final acceptance. Plants shall be installed to present their best side facing the viewer.
14. Warranty: See Specifications
TREES BOTANICAL NAME COMMON NAME CONT CAL
SIZE (ht)
QTY
B&B 2.5" - 3"Cal 14' - 16' 11
ORNAMENTAL TREES BOTANICAL NAME COMMON NAME CONT CAL SIZE QTY
Amelanchier canadensis Serviceberry
B&B
8' ht., min
3 stems, matched
SHRUBS BOTANICAL NAME COMMON NAME CONT SPACING QTY
PLANT_SCHEDULE
Thornless Honey LocustGleditsia triacanthos 'Inermis'
B&B 23Northern Red OakQuercus rubra
B&B 32Japanese ZelkovaZelkova serrata
B&B 7Armstrong MapleAcer rubrum 'Armstrong'
B&BAutumn Blaze MapleAcer freemanii 'Jeffsred'
Norway SprucePicea abies
2.5" - 3"Cal
14' - 16'
2.5" - 3"Cal
14' - 16'
2.5" - 3"Cal
14' - 16'
2.5" - 3"Cal
14' - 16'
10' - 12'
TURF (SEED) BOTANICAL NAME COMMON NAME CONT O.C. QTY
Secondary Turf Seed Mix
SEED 272,396 sf
TURF (SOD) BOTANICAL NAME COMMON NAME CONT O.C. QTY
50% Perennial Rye Grass
30% Kentucky Bluegrass
20% Fine Fescue
NA 438,894 sf
10lb/1000sf
SOD
50% Tall Fescue
50% Perennial Rye Grass
Kentucky Bluegrass/Perennial
Rye Grass Blend
NA
Taxus x media 'Densiformis' Dense Yew 5 gal 36" o.c. 40
Clethra alnifolia 'Hummingbird' Hummingbird Clethera 5 gal 36" o.c. 12
SIZE
24" ht.
24" ht.
B&B
L-505
SITE AMENITY DETAILS
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
MAY 25, 2018 MS AC
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
Dwg. of 164
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
CONSTRUCTION DOCUMENTS 2 SUBMISSION
NATIONAL CEMETERY
OF THE ALLEGHENIES
PHASE III DEVELOPMENT
PACKAGE "A"
935PC2006BID DOCUMENTS
FS
POC
POC
POC
D
FS
FS
POC
POC
POC
FS
G
112"
G1 51.6
2"
86.0G2
112"
51.6G3
2"
68.8G4
1"
C913.1
1"
C1024.5
1"
C11 8.82
2"
C12 68.8
2"
C13103 2"
86.0C14
2"
C1568.8
2"
103C16
1"
C1724.8
112"
C1834.4
2"
C2268.8
112"
C23 34.4
2"
C24103
2"
103C25
2"
C2668.8 112"
C27 51.6
112"
C2851.6
112"
C3252.5
112"
C33 49.4
2"
C3799.9
2"
C3871.1
2"
C3968.0
C
B
112"
B12 40.2 A
2"
68.8B13
2"
68.8B14
2"
68.8B15
2"
68.8B16
2"
68.8B17
2"
68.8B19
2"
68.8B20
2"
86.0B21
2"
68.8B22
2"
86.0B23
112"
B24 51.6
21 1 "
2 "
21 1 "
2 "
21 1 "
2 "
221 "
2 "
21 1 "
21 1 "
2 "
2 "
221 "
21 1 "
2 "
2 "
21 1 "
2 "
21 1 "
21 1 "
2 "
221 " 21 1 "
2 " 21 1 "
2 "
2 "
221 "
221 "
21 1 "
2 "
221 "
21 1 "
2 "
21 1 "
2 "
221 "
221 "
3"
21 1 "
2 "
221 "
221 "
21 1 "
2 "
221 "
221 "
"1
21 1 "
"1 21 1 "
21 1 "
21 1 "
"1
21 1 "
"1
21 1 "
21 1 "
2 "
2 "
2 "
"1 21 1 "
2 "
"1
21 1 "
21 1 "
2 "
2 "2 "
3"
21 1 "
2 " 21 1 "
2 "
21 1 "
2 "
21 1 " 2 " 221 "
21 1 "
221 "
21 1 "
2 "
221 "
2 "2 " 221 "
21 1 "
2 "
21 1 "
2 "
3"
21 1 "
2 "
21 1 "2 "
2 "
21 1 "
21 1 "
2 "
21 1 "
21 1 "
2 "
221 "
21 1 "
2 "
221 "
221 "
"1
21 1 " 21 1 "
21 1 "
21 1 "
21 1 "
21 1 "
"4
"1
21 1 "
21 1 "
"1
221 "
21 1 "
"4
21 1 "
2 "
221 "
221 "
2 "
2 "
21 1 "
"4
"4
"1
21 1 "
21 1 "
2 "
2 "
2 "
2 "
221 "
221 " 21 1 "
21 1 "
2 "
221 "
2 "
3"
"4 4"1
"4
"4
"1
21 1 "
21 1 "
21 1 "
2 "
21 1 "
221 "
4"1
2 " 221 "
221 "
221 "
221 "
221 "
3"
3" "1
21 1 "
221 "
21 1 "
3 "
2 "
221 "
21 1 "
"1 3" "1
21 1 "
"1
1 1 2"
2"
1"
C194.86
21 1 "
"1
3"
221 "
221 "
2"
64.9C7
3"
"1
"4
4"1 "1
4"1
21 1 "
"1
"1
21 1 "
"1
3"
3"
"4
21 1 "2 "21 1 " 221 "
2 "
21 1 "
21 1 "
2 "
221 "
221 "
221 " 21 1 " 2 "
221 "
221 " 2 "
3" 221 "
3 "
2 "
2 "
221 "
21 1 "
21 1 "
3"2 "
21 1 "
3"
4"1
1"
C31 24.7
112"
C30 28.5
221 "
2"
C2986.0
221 "
2 "
21 1 "
221 "
221 "
SECTION 14
SECTION 13
SECTION 12
SECTION 11
SECTION 9
SECTION 8
"4
2"
C2068.8
"4
21 1 "
2 "
POC
"1
3"
"1
21 1 "
"4
"4
21 1 " 1 1 2"
"4 1 1 2"
21 1 " 221 "
21 1 " "1
"1 3"
"4
21 1 "
"4
"4
221 "
"1
2 "
21 1 "
3"
"4 221 "
"4
2 "
2 "
21 1 "
112"
B25 30.9
"1"1
21 1 "
21 1 " FS
2"
77.7C34
112"
C35 44.4
2"
88.8C36
"1
21 1 "
2 "
2 "
"1
21 1 "
2 "
2 "
221 "
"1
21 1 "
"1
21 1 "
2 "
2 "
2 "
"1
21 1 "
2 "
21 1 "
2 "
3"
2 "
3"
2 "
2 "
2 "3"
2 "
SECTION C9
SECTION C10
SECTION C8
"4
"1
"1
"1
"1
21 1 "
"1
21 1 "
CC
21 1 "
2 "
"1
"1
"4
21 1 "
21 1 "
21 1 "
2 "
"4
2"
68.8G5
21 1 "
221 " 221 "
"1
21 1 "
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
WASHINGTON COUNTY, PENNSYLVANIA
MAY 25, 2018 MAK KDS
Gordon
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 164
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
CONSTRUCTION DOCUMENTS 2 SUBMISSION
NATIONAL CEMETERY
OF THE ALLEGHENIES
PHASE III DEVELOPMENT
PACKAGE "A"
935PC2006BID DOCUMENTSThe LA Group
(518) 587-8100
Kovach Design Solutions LLC.
(717) 491-1806
Davidson Brown, Inc.
(757) 369-8403 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
Modjeski and Masters, Inc.
(717) 790-9565
The Onyx Group
(703) 548-6699
ECS Mid Atlantic LLC.
(412) 260-1470
GIS, Inc.
(205) 941-0442
I-101
OVERALL IRRIGATION PLAN
A
D
G
B
C
FS
POC
IRRIGATION_SCHEDULE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Rain Bird RD-04-S-P30-F 15 Strip Series Turf Spray, 4.0" Pop-Up, with 30 psi in-stem pressure regulation, Seal-A-Matic check valve, and Flow-Shield Technology. 1/2" NPT female threaded inlet.
Rain Bird RD-04-S-P30-F 5 Series MPR Turf Spray, 4.0" Pop-Up, with 30 psi in-stem pressure regulation, Seal-A-Matic check valve, and Flow-Shield Technology. 1/2" NPT female threaded inlet.
Rain Bird RD-04-S-P30-F 8 Series MPR Turf Spray, 4.0" Pop-Up, with 30 psi in-stem pressure regulation, Seal-A-Matic check valve, and Flow-Shield Technology. 1/2" NPT female threaded inlet.
Rain Bird RD-04-S-P30-F 10 Series MPR Turf Spray, 4.0" Pop-Up, with 30 psi in-stem pressure regulation, Seal-A-Matic check valve, and Flow-Shield Technology. 1/2" NPT female threaded inlet.
Rain Bird RD-04-S-P30-F 12 Series MPR Turf Spray, 4.0" Pop-Up, with 30 psi in-stem pressure regulation, Seal-A-Matic check valve, and Flow-Shield Technology. 1/2" NPT female threaded inlet.
Rain Bird RD-04-S-P30-F 15 Series MPR Turf Spray, 4.0" Pop-Up, with 30 psi in-stem pressure regulation, Seal-A-Matic check valve, and Flow-Shield Technology. 1/2" NPT female threaded inlet.
Rain Bird RD-12-S-P30-F 15 Strip Series Shrub Spray, 12.0" Pop-Up, with 30 psi in-stem pressure regulation, Seal-A-Matic check valve, and Flow-Shield Technology. 1/2" NPT female threaded inlet.
Rain Bird RD-12-S-P30-F 8 Series MPR Shrub Spray, 12.0" Pop-Up, with 30 psi in-stem pressure regulation, Seal-A-Matic check valve, and Flow-Shield Technology. 1/2" NPT female threaded inlet.
Rain Bird RD-12-S-P30-F 10 Series MPR Shrub Spray, 12.0" Pop-Up, with 30 psi in-stem pressure regulation, Seal-A-Matic check valve, and Flow-Shield Technology. 1/2" NPT female threaded inlet.
Rain Bird RD-12-S-P30-F 12 Series MPR Shrub Spray, 12.0" Pop-Up, with 30 psi in-stem pressure regulation, Seal-A-Matic check valve, and Flow-Shield Technology. 1/2" NPT female threaded inlet.
Rain Bird RD-12-S-P30-F 15 Series MPR Shrub Spray, 12.0" Pop-Up, with 30 psi in-stem pressure regulation, Seal-A-Matic check valve, and Flow-Shield Technology. 1/2" NPT female threaded inlet.
Rain Bird RVAN18 RD-04-SAM-P45 Turf Rotator, 13`-18` Hand Adjustable Rotary Stream, w/RD-00 turf spray body, 4.0" Pop-Up. With Seal-A-Matic Check Valve and 45 psi in-stem pressure regulation.
Rain Bird 5004-PC, FC-SAM-R-SS Turf Rotor, 4.0" Pop-Up, Stainless Steel Riser.
Adjustable and Full Circle. Standard Angle Nozzle. With Seal-A-Matic Check Valve. Pressure Regulating.
Rain Bird 8005-SS Turf Rotor, 5.0" Pop-Up, Stainless Steel Riser, Standard Nozzle. With Seal-A-Matic Check Valve, Adjustable 50-330 arc, and 360 Non-Reversing Full-Circle. 1" NPT Female Threaded Inlet.
Rain Bird 8005-SS Turf Rotor, 5.0" Pop-Up, Stainless Steel Riser, Standard Nozzle. With Seal-A-Matic Check Valve, Adjustable 50-330 arc, and 360 Non-Reversing Full-Circle. 1" NPT Female Threaded Inlet.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Rain Bird PESB-PRS-D 1", 1-1/2", 2" Plastic Industrial Valves. Globe Configuration. With Pressure Regulating Module, and Scrubber Technology.
* Each remote control valve or valve cluster shall have an isolation gate valve. Isolation valve sized to match the largest nominal lateral line size at each location.
Rain Bird 5-LRC 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, and 1-Piece Body.
Nibco P-619-RW 2" to 12" cast iron gate valve, same size as mainline pipe where located. Resilient wedge non-rising stem flow control with IPS push-on ends.
Continuous Acting Air Vacuum Relief Valve Assembly 2" Assembly. See Details and Specs. Location shown is approximate. Installer to install at the highest point along the mainline.
Drain Valve Nibco T-113-IRR-1 1" cross handle gate valve, pipe to daylight. Opening to be covered with hardware cloth.
Zurn ZW209 Pressure Reducing Valve, 4" Valve to be set at 80 PSI. Direction of flow shall be from higher elevation to lower elevation.
Rain Bird ESP-12SAT-2S 12 Stations Satellite Controller for SiteControl. 120 VAC. Two-Wire Satellite Data Path. Stainless Steel Pedestal.
Existing Rain Bird ESP-40SAT-2S 40 Stations Satellite Controller for SiteControl. 120 VAC. Two-Wire Satellite Data Path. Stainless Steel Pedestal.
Existing Rain Bird ESP-40SAT-2S 40 Stations Satellite Controller for SiteControl. 120 VAC. Two-Wire Satellite Data Path. Stainless Steel Pedestal.
Flower Water Station Connection See Detail
Connection point to existing mainline Location shown is approximate. Contractor is responsible for locating mainline and connecting to new mainline.
Unless noted, existing mainline should be 4". Contractor responsible for relaying any discrepancy to RE/COR to determine if new design considerations need to be made.
Irrigation Lateral Line: PVC Class 200 SDR 21
Irrigation Mainline: PVC Class 200 SDR 21
Pipe Sleeve: C905 DR-18 PVC for sizes of 12" or larger; class
SYMBOL MANUFACTURER/MODEL/DESCRIPTION SYMBOL MANUFACTURER/MODEL/DESCRIPTION
200 SDR 21 PVC for sizes smaller than 12"
CC Rain Bird Site Control Software Upgrade Existing Desktop PC with SiteControl Software, includes 1 year Global Support Plan. Existing location to remain the same.
Rain Bird RD-04-S-P30-F VAN Turf Spray, 4.0" Pop-Up, with 30 psi in-stem pressure regulation, Seal-A-Matic check valve, and Flow-Shield Technology. 1/2" NPT female threaded inlet.
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INTERSTATE 79 -RAYMOND S. SHAFER HIGHWAY
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DIESEL TANK
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(VARIABLE RIGHT-OF-WAY)
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EX. BRIDGE
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ENTRY FEATURE WALL
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MAINTENANCE GARAGE
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ADMINISTRATION/ MAINTENANCE OFFICE
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COMMITTAL SHELTER #1
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COMMITTAL SHELTER #2
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PUBLIC INFORMATION CENTER
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COMMITTAL SHELTER #3
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ASSEMBLY AREA
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PODIUM WALL WITH SERVICE SEALS
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MEMORIAL SECTION
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COLUMBARIUM COMPLEX (NICHES)
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STAFF PARKING
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SANITARY PUMP STATION
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REMOVABLE /LOCKABLE PIPE BOLLARD
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GATE
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GM
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MONUMENT
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ROW OF MONUMENTS
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ABANDONED SEPTIC AREA
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WATER METER VAULT
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1.5" HDPE FORCE MAIN
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EX. SPRING
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GAURDRAIL
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FLOWER WATERING STATION
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COLUMBARIUM FEATURE WALL
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U.S. FLAG POLE
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FLAG SLEEVE (TYP.)
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FLAG SLEEVE (TYP.)
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VETERANS MEMORIAL LOCATION
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COMMITTAL SHELTER WALL
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SCATTER GARDEN
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SCATTER GARDEN
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POW/MIA FLAG POLE
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HEADSTONE (TYP.)
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AutoCAD SHX Text N74°12'14"E 1419.88'
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BURIAL SECTION 4 (PRE-PLACED CRYPTS)
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BURIAL SECTION 5 (PRE-PLACED CRYPTS)
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BURIAL SECTION 1 (CASKET PLOTS)
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INTERSTATE 79 -RAYMOND S. SHAFER HIGHWAY
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FLOWER WATERING STATION
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FIRE HYDRANT
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3" PVC WATER MAIN
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6" DIP WATER MAIN
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3" GAS LINE
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GAS METER
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1.5" HDPE FORCE MAIN
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CONCRETE WASH AREA
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FLOWER WATERING STATION (TYP.)
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3" D.I.P. WATER MAIN
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MORGAN ROAD - ROUTE 787
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MORGAN ROAD - ROUTE 787
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MORGAN ROAD - ROUTE 787
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MORGAN ROAD - ROUTE 787
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CO
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DENSE TREES
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PERENNIAL STREAM "A"
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EX. TREELINE
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GRAPHICAL SCALE: 1" = 100'
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POC
1"
C913.1
1"
C1024.5
C
"4
2"
64.9C7
3"
"1
"4
4"1 "1
4"1
21 1 "
"1
3"
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
WASHINGTON COUNTY, PENNSYLVANIA
MAY 25, 2018 MAK KDS
Gordon
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 164
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
CONSTRUCTION DOCUMENTS 2 SUBMISSION
NATIONAL CEMETERY
OF THE ALLEGHENIES
PHASE III DEVELOPMENT
PACKAGE "A"
935PC2006BID DOCUMENTSThe LA Group
(518) 587-8100
Kovach Design Solutions LLC.
(717) 491-1806
Davidson Brown, Inc.
(757) 369-8403 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
Modjeski and Masters, Inc.
(717) 790-9565
The Onyx Group
(703) 548-6699
ECS Mid Atlantic LLC.
(412) 260-1470
GIS, Inc.
(205) 941-0442
I-102
IRRIGATION PLAN
KEY MAP
(NOT TO SCALE)
4 5
SYMBOL MANUFACTURER/MODEL
Rain Bird RD-04-S-P30-F 15 Strip Series
Rain Bird RD-04-S-P30-F 5 Series MPR
Rain Bird RD-04-S-P30-F 8 Series MPR
Rain Bird RD-04-S-P30-F 10 Series MPR
Rain Bird RD-04-S-P30-F 12 Series MPR
Rain Bird RD-04-S-P30-F 15 Series MPR
Rain Bird RD-04-S-P30-F ADJ
Rain Bird RD-12-S-P30-F 15 Strip Series
Rain Bird RD-12-S-P30-F 8 Series MPR
Rain Bird RD-12-S-P30-F 10 Series MPR
Rain Bird RD-12-S-P30-F 12 Series MPR
Rain Bird RD-12-S-P30-F 15 Series MPR
Rain Bird RVAN18 RD-04-SAM-P45
SYMBOL MANUFACTURER/MODEL
Rain Bird 5004-PC, FC-SAM-R-SS
Rain Bird 8005-SS
Rain Bird 8005-SS
SYMBOL MANUFACTURER/MODEL
Rain Bird PESB-PRS-D
Rain Bird 5-LRC
Nibco P-619-RW
Continuous Acting Air Vacuum Relief Valve Assembly
Drain Valve
Zurn ZW209 Pressure Reducing Valve, 4" Pressure limited to 102.99 PSI
Rain Bird Site Control Software
Existing Rain Bird ESP-40SAT-2S
Existing Rain Bird ESP-40SAT-2S
Rain Bird ESP-12SAT-2S
Flower Water Station Connection
Connection point to existing mainline
Irrigation Lateral Line: PVC Class 200 SDR 21
Irrigation Mainline: PVC Class 200 SDR 21
Pipe Sleeve: PVC Class 200 SDR 21
A
D
CC
B
C
G
FS
POC
IRRIGATION SCHEDULE
AutoCAD SHX Text
PUBLIC INFORMATION CENTER
AutoCAD SHX Text
COMMITTAL SHELTER #3
AutoCAD SHX Text
PODIUM WALL WITH SERVICE SEALS
AutoCAD SHX Text
COLUMBARIUM COMPLEX (NICHES)
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
SANITARY PUMP STATION
AutoCAD SHX Text
EX. SPRING
AutoCAD SHX Text W
AutoCAD SHX Text
GAURDRAIL
AutoCAD SHX Text
FLOWER WATERING STATION
AutoCAD SHX Text
COLUMBARIUM FEATURE WALL
AutoCAD SHX Text
1.5" HDPE FORCE MAIN
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
FLOWER WATERING STATION (TYP.)
AutoCAD SHX Text
BURIAL SECTION 4 (PRE-PLACED CRYPTS)
AutoCAD SHX Text
BURIAL SECTION 6 (PRE-PLACED CRYPTS)
AutoCAD SHX Text
BURIAL SECTION 7 (DOUBLE-DEPTH PRE-PLACED CRYPTS)
AutoCAD SHX Text
INTERSTATE 79 -RAYMOND S. SHAFER HIGHWAY
AutoCAD SHX Text
(VARIABLE RIGHT-OF-WAY)
AutoCAD SHX Text
FLOWER WATERING STATION (TYP.)
AutoCAD SHX Text
GRAVESITE GRID MONUMENT (TYP.)
AutoCAD SHX Text
CONCRETE WALKWAY
AutoCAD SHX Text
CONCRETE WALKWAY
AutoCAD SHX Text
CONCRETE WALKWAY
AutoCAD SHX Text
CONCRETE WALKWAY
AutoCAD SHX Text
CONCRETE WALKWAY
AutoCAD SHX Text
CONCRETE WALKWAY
AutoCAD SHX Text
CONCRETE WALKWAY
AutoCAD SHX Text
FLAG SLEEVE (TYP.)
AutoCAD SHX Text
COMMITTAL SHELTER WALL
AutoCAD SHX Text
3" D.I.P. WATER MAIN
AutoCAD SHX Text
DENSE TREES
AutoCAD SHX Text
DENSE TREES
AutoCAD SHX Text
DENSE TREES
AutoCAD SHX Text
DENSE TREES
AutoCAD SHX Text
PRESERVED WETLANDS
AutoCAD SHX Text
PRESERVED WETLANDS
AutoCAD SHX Text
PRESERVED WETLANDS
AutoCAD SHX Text
PRESERVED WETLANDS
AutoCAD SHX Text
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CO
AutoCAD SHX Text
SCALED BY 1/1,000
AutoCAD SHX Text N
AutoCAD SHX Text
GRAPHICAL SCALE: 1" = 30'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
MATCHLINE SEE SHEET I-105
AutoCAD SHX Text
MATCHLINE SEE SHEET I-103
AutoCAD SHX Text
EST
AutoCAD SHX Text
CST
AutoCAD SHX Text
SST
AutoCAD SHX Text
RCS
AutoCAD SHX Text
LCS
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text R
AutoCAD SHX Text Q
AutoCAD SHX Text H
AutoCAD SHX Text F
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AutoCAD SHX Text F
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text Q
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AutoCAD SHX Text H
AutoCAD SHX Text F
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TQ
AutoCAD SHX Text F
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AutoCAD SHX Text T
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TQ
AutoCAD SHX Text F
AutoCAD SHX Text H
AutoCAD SHX Text T
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AutoCAD SHX Text
AutoCAD SHX Text 4V
AutoCAD SHX Text 6V
AutoCAD SHX Text 18V
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EST
AutoCAD SHX Text
CST
AutoCAD SHX Text
SST
AutoCAD SHX Text
RCS
AutoCAD SHX Text
LCS
AutoCAD SHX Text F
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text Q
AutoCAD SHX Text Q
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text F
AutoCAD SHX Text Q
AutoCAD SHX Text
TQ
AutoCAD SHX Text F
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text Q
AutoCAD SHX Text
TQ
AutoCAD SHX Text F
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text
R-VAN 1318
AutoCAD SHX Text
R-VAN 1724
AutoCAD SHX Text
R-VAN 14
AutoCAD SHX Text 3.0
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Valve Number
AutoCAD SHX Text Valve Size
AutoCAD SHX Text Valve Flow
AutoCAD SHX Text Valve Callout
AutoCAD SHX Text
AutoCAD SHX Text
POC
D
1"
C11 8.82
2"
C12 68.8
2"
C13103 2"
86.0C14
2"
C1568.8
2"
103C16
1"
C1724.8
112"
C1834.4
2"
C2268.8
112"
C23 34.4
2"
C24103
2"
103C25
2"
C2668.8 112"
C27 51.6
112"
C2851.6
112"
C3252.5
112"
C33 49.4
2"
C3799.9
2"
C3871.1
112"
B24 51.622 "
"1
21 1 "
"1 21 1 "
21 1 "
21 1 "
"1
"1 21 1 "
2 "
21 1 "
2 "
2 "2 "
3"
21 1 "
2 " 21 1 "
2 "
21 1 "
2 "
21 1 " 2 " 221 "
21 1 "
221 "
21 1 "
2 "
221 "
2 "2 " 221 "
21 1 "
2 "
21 1 "
2 "
3"
21 1 "
2 "
21 1 "2 "
2 "
21 1 "
21 1 "
2 "
21 1 "
21 1 "
2 "
221 "
21 1 "
2 "
221 "
221 "
"1
21 1 " 21 1 "
21 1 "
"4
"4 4"1
"4
"1
21 1 "
21 1 "
21 1 "
2 "
21 1 "
221 "
4"1
2 " 221 "
221 "
221 "
221 "
221 "
3"
3" "1
21 1 "
21 1 "
"1 3" "1
21 1 "
"1
1 1 2"
2 "
1"
C194.86
21 1 "
"1
3"
221 "
221 " 64.9
4" "1
4"1
21 1 "
"1
"1
21 1 "
"1
3"
3"
"4
21 1 "2 "21 1 " 221 "
2 "
21 1 "
21 1 "
2 "
221 "
221 "
221 " 21 1 " 2 "
221 "
221 " 2 "
3" 221 "
3"
2 "
2 "
221 "
21 1 "
21 1 "
3"2 "
21 1 "
3"
4"1
1"
C31 24.7
112"
C30 28.5
221 "
2"
C2986.0
SECTION 9
SECTION 8
"4
2"
C2068.8
POC
"1
3"
"1
21 1 "
"4
"4
21 1 " 1 1 2"
"4 1 1 2"
21 1 " 221 "
21 1 " "1
"1 3"
"4
21 1 "
"4
"4
221 "
"1
2 "
21 1 "
3"
"4 221 "
21 1 " "1"1
21 1 "
21 1 " FS
2"
77.7C34
112"
C35 44.4
2"
88.8C36
2 "
21 1 "
2 "
2 "
2 "
"1
21 1 "
2 "
21 1 "
2 "
3"
2 "
3"
2 "
2 "3"
2 "
SECTION C8
"4
"1
"1
"1
"1
21 1 "
2 "
"1
"1
"1
21 1 "
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
WASHINGTON COUNTY, PENNSYLVANIA
MAY 25, 2018 MAK KDS
Gordon
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 164
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
CONSTRUCTION DOCUMENTS 2 SUBMISSION
NATIONAL CEMETERY
OF THE ALLEGHENIES
PHASE III DEVELOPMENT
PACKAGE "A"
935PC2006BID DOCUMENTSThe LA Group
(518) 587-8100
Kovach Design Solutions LLC.
(717) 491-1806
Davidson Brown, Inc.
(757) 369-8403 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
Modjeski and Masters, Inc.
(717) 790-9565
The Onyx Group
(703) 548-6699
ECS Mid Atlantic LLC.
(412) 260-1470
GIS, Inc.
(205) 941-0442
I-103
IRRIGATION PLAN
KEY MAP
(NOT TO SCALE)
4 5
SYMBOL MANUFACTURER/MODEL
Rain Bird RD-04-S-P30-F 15 Strip Series
Rain Bird RD-04-S-P30-F 5 Series MPR
Rain Bird RD-04-S-P30-F 8 Series MPR
Rain Bird RD-04-S-P30-F 10 Series MPR
Rain Bird RD-04-S-P30-F 12 Series MPR
Rain Bird RD-04-S-P30-F 15 Series MPR
Rain Bird RD-04-S-P30-F ADJ
Rain Bird RD-12-S-P30-F 15 Strip Series
Rain Bird RD-12-S-P30-F 8 Series MPR
Rain Bird RD-12-S-P30-F 10 Series MPR
Rain Bird RD-12-S-P30-F 12 Series MPR
Rain Bird RD-12-S-P30-F 15 Series MPR
Rain Bird RVAN18 RD-04-SAM-P45
SYMBOL MANUFACTURER/MODEL
Rain Bird 5004-PC, FC-SAM-R-SS
Rain Bird 8005-SS
Rain Bird 8005-SS
SYMBOL MANUFACTURER/MODEL
Rain Bird PESB-PRS-D
Rain Bird 5-LRC
Nibco P-619-RW
Continuous Acting Air Vacuum Relief Valve Assembly
Drain Valve
Zurn ZW209 Pressure Reducing Valve, 4" Pressure limited to 102.99 PSI
Rain Bird Site Control Software
Existing Rain Bird ESP-40SAT-2S
Existing Rain Bird ESP-40SAT-2S
Rain Bird ESP-12SAT-2S
Flower Water Station Connection
Connection point to existing mainline
Irrigation Lateral Line: PVC Class 200 SDR 21
Irrigation Mainline: PVC Class 200 SDR 21
Pipe Sleeve: PVC Class 200 SDR 21
A
D
CC
B
C
G
FS
POC
IRRIGATION SCHEDULE
AutoCAD SHX Text S25°32'42"E 1736.75'
AutoCAD SHX Text
VACANT BURIAL SECTION 7 (CASKET PLOTS)
AutoCAD SHX Text
VACANT BURIAL SECTION 8 (CASKET PLOTS)
AutoCAD SHX Text
INTERSTATE 79 -RAYMOND S. SHAFER HIGHWAY
AutoCAD SHX Text
(VARIABLE RIGHT-OF-WAY)
AutoCAD SHX Text
GRAVESITE GRID MONUMENT (TYP.)
AutoCAD SHX Text
DENSE TREES
AutoCAD SHX Text
DENSE TREES
AutoCAD SHX Text
DENSE TREES
AutoCAD SHX Text
DENSE TREES
AutoCAD SHX Text
PRESERVED WETLANDS
AutoCAD SHX Text
PRESERVED WETLANDS
AutoCAD SHX Text
PRESERVED WETLANDS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
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AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
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AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
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AutoCAD SHX Text E
AutoCAD SHX Text S
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AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text 3.0
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text 3.0
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHICAL SCALE: 1" = 30'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
CO
AutoCAD SHX Text
SCALED BY 1/1,000
AutoCAD SHX Text N
AutoCAD SHX Text
MATCHLINE SEE SHEET I-102
AutoCAD SHX Text
MATCHLINE SEE SHEET I-106
AutoCAD SHX Text
EST
AutoCAD SHX Text
CST
AutoCAD SHX Text
SST
AutoCAD SHX Text
RCS
AutoCAD SHX Text
LCS
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text R
AutoCAD SHX Text Q
AutoCAD SHX Text H
AutoCAD SHX Text F
AutoCAD SHX Text
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AutoCAD SHX Text F
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text Q
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AutoCAD SHX Text Q
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text F
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AutoCAD SHX Text Q
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TQ
AutoCAD SHX Text F
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AutoCAD SHX Text 4V
AutoCAD SHX Text 6V
AutoCAD SHX Text 18V
AutoCAD SHX Text
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EST
AutoCAD SHX Text
CST
AutoCAD SHX Text
SST
AutoCAD SHX Text
RCS
AutoCAD SHX Text
LCS
AutoCAD SHX Text F
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text Q
AutoCAD SHX Text Q
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text F
AutoCAD SHX Text Q
AutoCAD SHX Text
TQ
AutoCAD SHX Text F
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text Q
AutoCAD SHX Text
TQ
AutoCAD SHX Text F
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text
R-VAN 1318
AutoCAD SHX Text
R-VAN 1724
AutoCAD SHX Text
R-VAN 14
AutoCAD SHX Text 3.0
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Valve Number
AutoCAD SHX Text Valve Size
AutoCAD SHX Text Valve Flow
A…
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