Bid Set Drawings Part 3.pdf
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- Solicitation number
- 36C78625B0011
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| File | Type | Posted |
|---|---|---|
| 36C78625B0011 0002.docx | DOCX document | |
| Davis-Bacon Wage Determination IL20250001 04-04-2025.pdf | ||
| 36C78625B0011 0001.docx | DOCX document | |
| Bid Set Drawings Part 1.pdf | ||
| Bid Set Specifications.pdf | ||
| Cost Estimate Worksheet.xlsx | XLSX spreadsheet | |
| Wage Determination _ Rock Island.pdf | ||
| IFB 36C78625B0011 Solicitation_rev02202025.pdf | ||
| Bid Set Drawings Part 2.pdf |
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560 572
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1-85 2"91
1-84 2"76
1-83 2"76
1-82 2"61
1-27 2"76
1-28 2"76
1-29 2"91
1-49 2"91
1-50 2"91
1-51 1.5"46
1-52 2"61
1-53 2"61
1-54 2"76
1-55 2"76
1-56 2"61
1-57 1.5"46
1-30 2"91
1-31 2"91
1-32 2"91
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1-34 2"76
1-35 2"76
1-36 2"61
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F
F
G
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G
G
G
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
21 4 5 6 87 9
ROCK ISLAND, ILLINOIS
JDL
821CM3032
CCT Dwg. of U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
ROCK ISLAND NATIONAL CEMETERY
IRRIGATION SYSTEM EXPANSION
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INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRITY FEDERA
L
SERV I CES
LI204
Office of the National Cemetery
Administration
JANUARY 23, 2025
BID DOCUMENTS
BID DOCUMENTS
AQUA ENGINEERING, INC.
3944 JFK PARKWAY, UNIT 12C
FOR COLLINS, CO 80525-3089
970.229.9668
WWW.AQUAENGINEERING.COM
MATCHLINE SEE SHEET LI202
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
MATCHLINE SEE SHEET LI205
IRRIGATION PLAN (AERIAL)
LEGEND
Q
4-1 2"79
R
381 382
F
G
KEY MAP
(NOT TO SCALE)
1 2
3 4
50' 30'15' 60' 90'
1" = 30'
FLAG NOTES
AutoCAD SHX Text J
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text M
AutoCAD SHX Text H
AutoCAD SHX Text
MA
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text
NW
AutoCAD SHX Text EXISTING MAINLINE PIPE, ABANDON UNLESS NOTED. SLEEVE NEW MAINLINE PIPE MAINLINE PIPE CL 200 3-INCH AND LARGER SCH 40 2.5-INCHES AND SMALLER POINT-OF-CONNECTION (P.O.C.) LATERAL PIPE MAINLINE ISOLATION GATE VALVE ISOLATION GATE VALVE QUICK COUPLER VALVE REMOTE CONTROL VALVE ISOLATION ANGLE VALVE REMOTE CONTROL VALVE AIR/VACUUM RELIEF VALVE RAIN SENSOR FLOWER WATER STATION EXISTING HEADSTONE IDENTIFICATION NUMBER ON BACK USE FOR LOCATING SPRINKLERS BETWEEN HEADSTONES POP-UP ROTOR SPRINKLER: HUNTER I-25 @ 70 PSI HUNTER I-25 @ 70 PSI @ 70 PSI 70 PSI 0 PSI *SYMBOL WITH HALO IS FULL CIRCLE *SYMBOL WITHOUT HALO IS PART CIRCLE *NUMBER WITHIN IS NOZZLE *ADJACENT NUMBERS INDICATE GRAVESTONES NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 15 15.2 57 15.2 57 57 POP-UP SPRINKLER: RAIN BIRD 1800 @ 30 PSI RADIUS: 5' FLOW (GPM): Q-0.06 H-0.13 F-0.26 FLOW (GPM): Q-0.06 H-0.13 F-0.26 RADIUS: 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 FLOW (GPM): Q-0.17 H-0.33 F-0.66 RADIUS: 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 FLOW (GPM): Q-0.23 H-0.51 F-1.03 RADIUS: 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 FLOW (GPM): Q-0.37 H-0.74 F-1.48 RADIUS: 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 FLOW (GPM): Q-0.58 H-1.16 F-2.31 IRRIGATION CONTROLLER: RAIN BIRD ESP-LXD TWO-WIRE PATH DECODER CABLE FUSE DEVICE DECODER GROUNDING LOCATION INDICATES CONTROLLER AND CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES OUTLINE OF DIRECTIONAL BORE MACHINE AND BORE PIT FOOTPRINT
AutoCAD SHX Text
FC PC
AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING DUCTILE IRON TEE AND REPAIR COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. AIR VACUUM RELIEF VALVE ASSEMBLY LOCATION SHOWN IS APPROXIMATE. VERIFY THE LOCATION OF THE HIGHEST ELEVATION ON THE MAINLINE AND INSTALL THE AIR VACUUM RELIEF VALVE ASSEMBLY AT THE HIGH POINT IN THIS AREA. ROUTE IRRIGATION MAINLINE PIPE 2-FEET FROM EDGE OF PAVEMENT WHEN POSSIBLE. INSTALL VALVE BOXES ON MAINLINE PIPE IN THIS AREA PERPENDICULAR TO THE EDGE OF PAVEMENT AND MAINTAIN A UNIFORM DISTANCE OF APPROXIMATELY 3-FEET FROM THE VALVE BOX TO THE EDGE OF PAVEMENT. CONNECT WATER FROM IRRIGATION MAINLINE TO FLOWER WATERING STATION IN APPROXIMATE LOCATION SHOWN. REFER TO FLOWER WATER STATION DETAIL LOCATED IN SITE FURNISHINGS FOR ADDITIONAL DETAIL. INSTALL NEW IRRIGATION CONTROLLER AT LOCATION IDENTIFIED ON PLANS. SEE ELECTRICAL PLANS FOR POWER SUPPLY FROM SATELLITE BATHROOM. COORDINATE WITH ELECTRICAL CONTRACTOR. MOUNT BATTERY OPERATED WIRELESS RAIN/FREEZE SENSOR TO TOP OF FENCE POST AT CORNER USING RAIN/FREEZE SENSOR MOUNTING HARDWARE PROVIDED BY MANUFACTURER. INSTALL TWO WIRE DECODER SURGE PROTECTION AND GROUNDING AT THE REMOTE CONTROL VALVE ASSEMBLY INDICATED. LAYOUT BASED ON CONTROL SYSTEM MANUFACTURER'S RECOMMENDATIONS. PROVIDE AND INSTALL 2-INCH SLEEVE AT EACH HARDSCAPE CROSSING INTENDED FOR IRRIGATION WIRE ROUTING. EMPLOY HORIZONTAL BORING TECHNIQUES TO INSTALL SLEEVE UNDERNEATH HARDSCAPE. TERMINATE SLEEVE ENDS 12-INCHES BEYOND THE EDGE OF PAVEMENT. COVER SLEEVE ENDS AND MARK WITH TEMPORARY STAKES. REFER TO IRRIGATION SPECIFICATIONS FOR PIPE MATERIAL. REPAIR GRAVEL PATHWAYS AND ROADS AFTER TRENCHING TO MEET OR EXCEED ORIGINAL CONDITIONS. DOCUMENT EXISTING CONDITION OF PATHWAYS AND ROADS PRIOR TO PIPING INSTALLATION.
John Eisenhower Stamp
774"
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15 15
2"- 1-1 2"91
R
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
21 4 5 6 87 9
ROCK ISLAND, ILLINOIS
JDL
821CM3032
CCT Dwg. of U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
ROCK ISLAND NATIONAL CEMETERY
IRRIGATION SYSTEM EXPANSION
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\33
-2
1 R
OC
K
IS
LA
ND
IR
RI
GA
TI
ON
\E
NG
IN
\P
LA
NS
\LI
5.D
W G
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRITY FEDERA
L
SERV I CES
LI205
Office of the National Cemetery
Administration
JANUARY 23, 2025
BID DOCUMENTS
BID DOCUMENTS
AQUA ENGINEERING, INC.
3944 JFK PARKWAY, UNIT 12C
FOR COLLINS, CO 80525-3089
970.229.9668
WWW.AQUAENGINEERING.COM
MATCHLINE SEE SHEET LI203 MATCHLINE SEE SHEET LI204
IRRIGATION PLAN (AERIAL)
KEY MAP
(NOT TO SCALE)
1 2
3 4
50' 30'15' 60' 90'
1" = 30'
LEGEND
Q
4-1 2"79
R
381 382
F
G
FLAG NOTES
AutoCAD SHX Text D
AutoCAD SHX Text B
AutoCAD SHX Text
SW
AutoCAD SHX Text
SE
AutoCAD SHX Text B
AutoCAD SHX Text EXISTING MAINLINE PIPE, ABANDON UNLESS NOTED. SLEEVE NEW MAINLINE PIPE MAINLINE PIPE CL 200 3-INCH AND LARGER SCH 40 2.5-INCHES AND SMALLER POINT-OF-CONNECTION (P.O.C.) LATERAL PIPE MAINLINE ISOLATION GATE VALVE ISOLATION GATE VALVE QUICK COUPLER VALVE REMOTE CONTROL VALVE ISOLATION ANGLE VALVE REMOTE CONTROL VALVE AIR/VACUUM RELIEF VALVE RAIN SENSOR FLOWER WATER STATION EXISTING HEADSTONE IDENTIFICATION NUMBER ON BACK USE FOR LOCATING SPRINKLERS BETWEEN HEADSTONES POP-UP ROTOR SPRINKLER: HUNTER I-25 @ 70 PSI HUNTER I-25 @ 70 PSI @ 70 PSI 70 PSI 0 PSI *SYMBOL WITH HALO IS FULL CIRCLE *SYMBOL WITHOUT HALO IS PART CIRCLE *NUMBER WITHIN IS NOZZLE *ADJACENT NUMBERS INDICATE GRAVESTONES NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 15 15.2 57 15.2 57 57 POP-UP SPRINKLER: RAIN BIRD 1800 @ 30 PSI RADIUS: 5' FLOW (GPM): Q-0.06 H-0.13 F-0.26 FLOW (GPM): Q-0.06 H-0.13 F-0.26 RADIUS: 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 FLOW (GPM): Q-0.17 H-0.33 F-0.66 RADIUS: 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 FLOW (GPM): Q-0.23 H-0.51 F-1.03 RADIUS: 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 FLOW (GPM): Q-0.37 H-0.74 F-1.48 RADIUS: 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 FLOW (GPM): Q-0.58 H-1.16 F-2.31 IRRIGATION CONTROLLER: RAIN BIRD ESP-LXD TWO-WIRE PATH DECODER CABLE FUSE DEVICE DECODER GROUNDING LOCATION INDICATES CONTROLLER AND CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES OUTLINE OF DIRECTIONAL BORE MACHINE AND BORE PIT FOOTPRINT
AutoCAD SHX Text
FC PC
AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING DUCTILE IRON TEE AND REPAIR COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. AIR VACUUM RELIEF VALVE ASSEMBLY LOCATION SHOWN IS APPROXIMATE. VERIFY THE LOCATION OF THE HIGHEST ELEVATION ON THE MAINLINE AND INSTALL THE AIR VACUUM RELIEF VALVE ASSEMBLY AT THE HIGH POINT IN THIS AREA. ROUTE IRRIGATION MAINLINE PIPE 2-FEET FROM EDGE OF PAVEMENT WHEN POSSIBLE. INSTALL VALVE BOXES ON MAINLINE PIPE IN THIS AREA PERPENDICULAR TO THE EDGE OF PAVEMENT AND MAINTAIN A UNIFORM DISTANCE OF APPROXIMATELY 3-FEET FROM THE VALVE BOX TO THE EDGE OF PAVEMENT. CONNECT WATER FROM IRRIGATION MAINLINE TO FLOWER WATERING STATION IN APPROXIMATE LOCATION SHOWN. REFER TO FLOWER WATER STATION DETAIL LOCATED IN SITE FURNISHINGS FOR ADDITIONAL DETAIL. INSTALL NEW IRRIGATION CONTROLLER AT LOCATION IDENTIFIED ON PLANS. SEE ELECTRICAL PLANS FOR POWER SUPPLY FROM SATELLITE BATHROOM. COORDINATE WITH ELECTRICAL CONTRACTOR. MOUNT BATTERY OPERATED WIRELESS RAIN/FREEZE SENSOR TO TOP OF FENCE POST AT CORNER USING RAIN/FREEZE SENSOR MOUNTING HARDWARE PROVIDED BY MANUFACTURER. INSTALL TWO WIRE DECODER SURGE PROTECTION AND GROUNDING AT THE REMOTE CONTROL VALVE ASSEMBLY INDICATED. LAYOUT BASED ON CONTROL SYSTEM MANUFACTURER'S RECOMMENDATIONS. PROVIDE AND INSTALL 2-INCH SLEEVE AT EACH HARDSCAPE CROSSING INTENDED FOR IRRIGATION WIRE ROUTING. EMPLOY HORIZONTAL BORING TECHNIQUES TO INSTALL SLEEVE UNDERNEATH HARDSCAPE. TERMINATE SLEEVE ENDS 12-INCHES BEYOND THE EDGE OF PAVEMENT. COVER SLEEVE ENDS AND MARK WITH TEMPORARY STAKES. REFER TO IRRIGATION SPECIFICATIONS FOR PIPE MATERIAL. REPAIR GRAVEL PATHWAYS AND ROADS AFTER TRENCHING TO MEET OR EXCEED ORIGINAL CONDITIONS. DOCUMENT EXISTING CONDITION OF PATHWAYS AND ROADS PRIOR TO PIPING INSTALLATION.
297887
STORM DRAIN
948 721
480 251
560 572
719 721
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3" 1.25" 3"
2.5"
2"
1.5"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3"
3"
2.5"
2"
1.5"
1.25"
3" 3"
2.5"
2"
1.5"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3" 2" 2"
1.5" 1.25"
1.5"
1.25" 3"
2.5"
2"
1.5"
1.25"
3" 1.5"
2.5"
1.25"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
2.5"
1.25"
2"
1.5"
1.25"
3"
3"
2.5"
2"
1.5"
1.25"
3"3" 1.25"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
3"
2.5"
2"
1.5"
1.25"
3"
3"
3"
2.5"
2"
2" 1.25"
3"1.5" 2.5"
1.25"
2"
1.5" 1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
2"
1.25"
3" 2"
2"
1.5"
1.25"
1.5"
1.25"
3"
2.5"1.5"
1.25"
1.5"
1.25"
1.25"
3" 1.25" 3"
2.5" 2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
1.25"2"
2"
1.25"
3"
2.5"
1.5"
2"
1.5"
1.25"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3" 2"
2"
1.5"
1.25"
1.5" 1.25" 3"
3"
2.5"
2"
2"
1.25"
3"
2.5"
2"
1.5"
2.5"
2"
2"
1.25"
3"
2" 2"
1.25"
1.25"
2"
1.5"
1.25" 2"
1.5" 1.25"
3"
1.5"
2"
1.5"
1.25" 1.25"
3"
2.5"
2"
1.5"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3" 3"
1.25"
2.5" 2" 1.5"
1.25"
2.5"
1.25" 2"
1.5"
1.25"
3"
3" 2.5" 2" 2"
3"
2"
1.5" 1.5"
1.25" 1.25"
3"
3"
2.5"
2"
1.5"
1.25"
2.5"
2" 2"
1.25"
3"
2.5"
2"
1.25"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
2"
1.25"
2.5"
2"
2"
1.25"
2.5"
2"
2"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
3" 2"
1.5"
1.5"
1.25"
1.25"
3"
3"
2.5"
2"
2"
1.25"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3" 2"2" 1.5" 1.25"
1.5"
1.25" 3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
1.5"
2"
1.5"
1.25"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3"
2.5"
2"
1.5"
1.25"
3" 2.5"1.5" 2"
1.5"
1.25"
1.25"
3" 2.5"
1.5"
2"
1.5"
1.25"
1.25"
2"
1.5"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3"
3"
2.5"
2"
1.5"
1.25"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
1.25"
2"
1.5"
1.25"
3"1.25"
3"
2.5"
2"
1.5"
1.25"
3" 1.25"
2.5"
2"
2"
1.25"
3"
1.25"
2.5"
2"
1.25"
1.25"
1.5"
1.25"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3"
2"
2"
1.5" 1.25"
1.5"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3"
3"
2.5" 2"
2"
1.25"
3"
1.25" 2.5"
2"
1.25"
1.25"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5" 2"
1.25"
1.5"
1.25"
3"
2.5"
2"
2"
1.25"
3"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2"
1.5"
1.25"
2.5"
2"
1.25" 1.5"
1.25"
1.25"
2.5"
2"
2"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
2"
1.25"
3"2.5"
1.25"
2" 1.5"
1.25"
3"1.25"
2.5"
1.25"
1.5"
1.25" 3"
1.5"
2.5"
2"
1.25"
2" 1.25"
2"
1.25"
3"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2.5"
2"
1.5"
3" 2"1.5" 1.5"
1.25" 1.25"
2.5"
2"
1.5"
1.25"
1.25"
3"
2.5"
2"
2"
1.25"
1.5"
1.25"
1.25"
2.5"
2"
1.5"
1.25"
3"
2" 2"
1.25"
3"
2"
2"
1.5"
1.25"
1.5" 1.25"
3"
2.5"
2"
2"
1.25"
1.5"
1.25"
1.25"
2.5"
2"
1.5"
1.25"
2"1.25"
1.5" 1.25"
3"
2.5" 2"
1.5"
1.25"
3"
1.25"
2.5"
2"
1.5"
1.25"
3"
3" 2.5"
2" 2"
1.25"
3" 3"
2.5" 2"
2" 1.25"
3"3" 2.5"
2" 2"
1.25"
3"1.5"
2.5"
1.25"
2" 1.5"
1.25"
3" 1.5"
2.5" 2" 1.5"
1.25"
1.25"
1.25" 1.25"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
2"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3"
2.5"
1.25"
2" 1.25"
1.5"
1.25"
2.5" 1.25"
2"
1.5"
1.25"
3"
3"
1.25"
2.5"
2"
2"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
2"
1.25"
3"3" 1.25"
2.5"
2"
1.5"
1.25"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
3"
2.5"
2"
1.5"
1.25"
1.5"
1.25"
3"
3"
2.5"
2"
1.25" 1.5"
1.25"
3"
3"
3"
3"
2.5"
2.5" 2.5"
2.5"
2.5"2.5"
3"
2.5"
3"
3"
3"
2.5"
3"
2.5"
3"
3"
3"
3"
3"
3" 2.5"
2"2"
1.5"
1.5"
1.25"
1.25"
1.25" 1.25"
3"
1.25" 1.25"
3"
1.5"
2.5"
1.25"
3"
3"
1.25"
2.5"
2"
1.25"
1.25"
1.5"
3"
15 15
15 15
15 15
15 15
15 15
1-81 2"91
1-80 2"76
1-79 2"76
- 1-78
2"76
1-77 2"76
1-76 2"91
1-40 2"91
1-41 2"91
1-42 2"91
1-43 2"91
1-44 2"91
1-88 2"91
1-87 2"91
1-86 2"76
1-85 2"91
1-84 2"76
1-83 2"76
1-82 2"61
1-25 2"91
1-26 2"91
1-27 2"76
1-28 2"76
1-29 2"91
1-75 2"91
1-74 2"91
1-73 2"61
1-72 2"61
1-71 2"61
1-70 2"91
1-69 2"91
1-68 2"91
1-92 2"61
1-91 2"61
1-90 2"61
1-89 2"91
1-99 2"106
1-98 2"91
1-97 2"106
1-96 2"91
1-95 2"61
1-94 2"76
1-93 1.5"46
1-116 1.5"46
1-115 2"91
1-114 2"76
1-113 2"91
1-112 2"106
1-120 2"91
1-119 2"61
1-118 2"91
1-117 2"91
1-121 2"91
1-122 2"61
1-123 2"76
1-124 2"61
1-125 2"61
1-126 2"61
1-127 2"61
1-128 2"61
1-129 2"61
1-130 2"61
1-131 2"61
1-132 2"76
1-111 2"91
1-110 1.5"30
1-109 2"76
1-108 2"76
1-107 2"76
1-106 2"91
1-105 2"76
1-104 2"76
1-103 2"76
1-102 2"76
1-101 2"76
1-100 2"91
1-67 2"91
1-66 2"76
1-65 2"91
- 1-64
2"91
1-63 1.5"46
1-62 2"91
1-133 2"91 -1-134
1.5"46
1-135 2"76 -1-136
2"76
1-137 2"91 -1-138
2"76 -1-139
2"76
1-5 2"91
1-6 2"91
1-7 2"91
1-22 2"91
1-23 2"91
1-24 2"106
1-49 2"91
1-50 2"91
1-51 1.5"46
1-52 2"61
1-53 2"61
1-54 2"76
1-55 2"76
1-56 2"61
1-57 1.5"46
1-61 2"61 1-60 2"61
1-58 2"61
1-59 2"61
1-30 2"91
1-31 2"91
1-32 2"91
1-33 2"91
1-34 2"76
1-35 2"76
1-36 2"61
1-37 2"91
1-38 2"61
1-39 2"91
1-45 2"91
1-46 2"91
1-47 2"91
1-140 2"61
1-141 1.5"46
1-142 2"76
1-4 2"76
1-3 2"91
1-2 2"91
1-1 2"91
1-14 2"91
1-13 2"91
1-12 2"61
1-11 2"61
1-10 2"61
1-9 2"91
1-21 2"91
1-20 2"61
1-19 2"91
1-18 2"61
1-17 2"61
1-16 2"61
1-15 2"61
1-143 2"91
1-144 1.5"46
1-145 2"76
1-146 2"91
1-147 1.5"30
1-148 2"91
Q
Q
Q
Q
Q
Q
1-8 2"89
7 7
R
1-48 2"76
F
F
F
F
F
F
F
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F
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F
G
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Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
21 4 5 6 87 9
ROCK ISLAND, ILLINOIS
JDL
821CM3032
CCT Dwg. of U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
ROCK ISLAND NATIONAL CEMETERY
IRRIGATION SYSTEM EXPANSION
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\33
-2
1 R
OC
K
IS
LA
ND
IR
RI
GA
TI
ON
\E
NG
IN
\P
LA
NS
\LI
0.D
W G
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRITY FEDERA
L
SERV I CES
LI300
Office of the National Cemetery
Administration
JANUARY 23, 2025
BID DOCUMENTS
BID DOCUMENTS
AQUA ENGINEERING, INC.
3944 JFK PARKWAY, UNIT 12C
FOR COLLINS, CO 80525-3089
970.229.9668
WWW.AQUAENGINEERING.COM
0' 60'30' 120' 180'
1" = 60'
IRRIGATION PLAN
OVERALL
AutoCAD SHX Text Irrigation
AutoCAD SHX Text Control
AutoCAD SHX Text Fuel
AutoCAD SHX Text Storage
AutoCAD SHX Text Fuel
AutoCAD SHX Text Storage
AutoCAD SHX Text Fuel
AutoCAD SHX Text Storage
AutoCAD SHX Text Well
AutoCAD SHX Text AC Unit
AutoCAD SHX Text Landscape Edge
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Landscape ret.wall
AutoCAD SHX Text Conc.Ret.Wall
AutoCAD SHX Text Conc.Ret.Wall
AutoCAD SHX Text Conc.Ret.Wall
AutoCAD SHX Text Conc.Ret.Wall
AutoCAD SHX Text Car Port
AutoCAD SHX Text Ex. Administration Building
AutoCAD SHX Text Bldg.
AutoCAD SHX Text Bldg.
AutoCAD SHX Text Fuel
AutoCAD SHX Text Pump
AutoCAD SHX Text Conc.
AutoCAD SHX Text conc. wall
AutoCAD SHX Text landscape wall
AutoCAD SHX Text landscape wall
AutoCAD SHX Text landscape wall
AutoCAD SHX Text
BIT.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Bush
AutoCAD SHX Text
6" VCP
AutoCAD SHX Text Mulch
AutoCAD SHX Text Gas Meter
AutoCAD SHX Text
WATERVALVE
AutoCAD SHX Text
18"PVC
AutoCAD SHX Text G
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text J
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text W
AutoCAD SHX Text V
AutoCAD SHX Text X
AutoCAD SHX Text
CA1
AutoCAD SHX Text Y
AutoCAD SHX Text Y
AutoCAD SHX Text Y
AutoCAD SHX Text
CA2
AutoCAD SHX Text Z
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text H
AutoCAD SHX Text
MA
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text B
AutoCAD SHX Text
SW
AutoCAD SHX Text
SE
AutoCAD SHX Text F
AutoCAD SHX Text B
AutoCAD SHX Text
NW
AutoCAD SHX Text
STORM DRAIN
948 721
480 251
T
SD
SD
SD
SD
SD
SD
SD
SD
EX. CONCRETE
EX. CONCRETE
EX. ASPHALT
EX. CONCRETE
EX. CONCRETE
EX. CONCRETE
EX. CONCRETE
EX. CONCRETE
E
E
E E
E
EX
. C
ON
CR
ET
E
EX
. A
SP
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LT
EX. ASPHALT
EX
. C
ON
CR
ET
E
EX
. A
SPH
ALT
2.5"
2.5"
2.5" 2.5"
2.5"
2.5" 2.5"
2.5" 2"
2"
2"
2"
2"
2"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
8"
8"
8"
8"
8"
8"
8"
8"
8"
3"
3"
2.5"
1.5"
1.25"
1.5"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3" 2"
2"
1.5"
1.5" 1.25" 3"
3"
2.5"
2"
2"
1.25"
2.5"
3"
2"
1.5" 1.25"
3"
1.5"
2"
1.5"
1.25" 1.25"
3"
2.5"
2"
1.5"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3"
3"
2.5"
2"
2"
1.25"
3" 3"
1.25"
2.5" 2"
1.5" 1.25"
2.5"
1.25" 2"
1.5"
1.25"
3"
3" 2.5" 2" 2"
3"
2"
1.5" 1.5"
1.25" 1.25"
3"
3"
2.5"
2"
1.5"
1.25"
2.5"
2" 2"
1.25"
3"
2.5"
2"
1.25"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
2"
1.25"
2.5"
2"
2"
1.25"
2.5"
2"
2"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
3" 2"
1.5"
1.5"
1.25"
1.25"
3"
3"
2.5"
2"
2"
1.25"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3" 2"2" 1.5" 1.25"
1.5"
1.25" 3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
1.5"
2"
1.5"
1.25"
1.25"
1.25"
2"
1.25"
1.25"
3"
3"
3"
3"
3"
3"
1.5"
1-99 2"106
1-98 2"91
1-97 2"106
1-96 2"91
1-95 2"61
1-94 2"76
1-93 1.5"46
1-116 1.5"46
1-115 2"91
1-114 2"76
1-113 2"91
1-112 2"106
1-120 2"91
1-119 2"61
1-118 2"91
1-117 2"91
1-121 2"91
1-122 2"61
1-123 2"76
1-124 2"61
1-125 2"61
1-126 2"61
1-127 2"61
1-128 2"61
1-129 2"61
1-130 2"61
1-131 2"61
1-132 2"76
1-111 2"91
1-110 1.5"30
1-109 2"76
1-108 2"76
1-107 2"76
1-106 2"91
1-105 2"76
1-104 2"76
1-103 2"76
1-102 2"76
1-101 2"76
1-100 2"91
Q
Q
F
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Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
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21 4 5 6 87 9
ROCK ISLAND, ILLINOIS
JDL
821CM3032
CCT Dwg. of U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
ROCK ISLAND NATIONAL CEMETERY
IRRIGATION SYSTEM EXPANSION
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INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRITY FEDERA
L
SERV I CES
LI301
Office of the National Cemetery
Administration
JANUARY 23, 2025
BID DOCUMENTS
BID DOCUMENTS
AQUA ENGINEERING, INC.
3944 JFK PARKWAY, UNIT 12C
FOR COLLINS, CO 80525-3089
970.229.9668
WWW.AQUAENGINEERING.COM
0' 30'15' 60' 90'
1" = 30'
M
ATC
H
LIN
E SEE SH
EET LI202
MATCHLINE SEE SHEET LI203
IRRIGATION PLAN
LEGEND
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4-1 2"79
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(NOT TO SCALE)
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FLAG NOTES
AutoCAD SHX Text
18"PVC
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AutoCAD SHX Text V
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text EXISTING MAINLINE PIPE, ABANDON UNLESS NOTED. SLEEVE NEW MAINLINE PIPE MAINLINE PIPE CL 200 3-INCH AND LARGER SCH 40 2.5-INCHES AND SMALLER POINT-OF-CONNECTION (P.O.C.) LATERAL PIPE MAINLINE ISOLATION GATE VALVE ISOLATION GATE VALVE QUICK COUPLER VALVE REMOTE CONTROL VALVE ISOLATION ANGLE VALVE REMOTE CONTROL VALVE AIR/VACUUM RELIEF VALVE RAIN SENSOR FLOWER WATER STATION EXISTING HEADSTONE IDENTIFICATION NUMBER ON BACK USE FOR LOCATING SPRINKLERS BETWEEN HEADSTONES POP-UP ROTOR SPRINKLER: HUNTER I-25 @ 70 PSI HUNTER I-25 @ 70 PSI @ 70 PSI 70 PSI 0 PSI *SYMBOL WITH HALO IS FULL CIRCLE *SYMBOL WITHOUT HALO IS PART CIRCLE *NUMBER WITHIN IS NOZZLE *ADJACENT NUMBERS INDICATE GRAVESTONES NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 15 15.2 57 15.2 57 57 POP-UP SPRINKLER: RAIN BIRD 1800 @ 30 PSI RADIUS: 5' FLOW (GPM): Q-0.06 H-0.13 F-0.26 FLOW (GPM): Q-0.06 H-0.13 F-0.26 RADIUS: 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 FLOW (GPM): Q-0.17 H-0.33 F-0.66 RADIUS: 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 FLOW (GPM): Q-0.23 H-0.51 F-1.03 RADIUS: 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 FLOW (GPM): Q-0.37 H-0.74 F-1.48 RADIUS: 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 FLOW (GPM): Q-0.58 H-1.16 F-2.31 IRRIGATION CONTROLLER: RAIN BIRD ESP-LXD TWO-WIRE PATH DECODER CABLE FUSE DEVICE DECODER GROUNDING LOCATION INDICATES CONTROLLER AND CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES OUTLINE OF DIRECTIONAL BORE MACHINE AND BORE PIT FOOTPRINT
AutoCAD SHX Text
FC PC
AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING DUCTILE IRON TEE AND REPAIR COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. AIR VACUUM RELIEF VALVE ASSEMBLY LOCATION SHOWN IS APPROXIMATE. VERIFY THE LOCATION OF THE HIGHEST ELEVATION ON THE MAINLINE AND INSTALL THE AIR VACUUM RELIEF VALVE ASSEMBLY AT THE HIGH POINT IN THIS AREA. ROUTE IRRIGATION MAINLINE PIPE 2-FEET FROM EDGE OF PAVEMENT WHEN POSSIBLE. INSTALL VALVE BOXES ON MAINLINE PIPE IN THIS AREA PERPENDICULAR TO THE EDGE OF PAVEMENT AND MAINTAIN A UNIFORM DISTANCE OF APPROXIMATELY 3-FEET FROM THE VALVE BOX TO THE EDGE OF PAVEMENT. CONNECT WATER FROM IRRIGATION MAINLINE TO FLOWER WATERING STATION IN APPROXIMATE LOCATION SHOWN. REFER TO FLOWER WATER STATION DETAIL LOCATED IN SITE FURNISHINGS FOR ADDITIONAL DETAIL. INSTALL NEW IRRIGATION CONTROLLER AT LOCATION IDENTIFIED ON PLANS. SEE ELECTRICAL PLANS FOR POWER SUPPLY FROM SATELLITE BATHROOM. COORDINATE WITH ELECTRICAL CONTRACTOR. MOUNT BATTERY OPERATED WIRELESS RAIN/FREEZE SENSOR TO TOP OF FENCE POST AT CORNER USING RAIN/FREEZE SENSOR MOUNTING HARDWARE PROVIDED BY MANUFACTURER. INSTALL TWO WIRE DECODER SURGE PROTECTION AND GROUNDING AT THE REMOTE CONTROL VALVE ASSEMBLY INDICATED. LAYOUT BASED ON CONTROL SYSTEM MANUFACTURER'S RECOMMENDATIONS. PROVIDE AND INSTALL 2-INCH SLEEVE AT EACH HARDSCAPE CROSSING INTENDED FOR IRRIGATION WIRE ROUTING. EMPLOY HORIZONTAL BORING TECHNIQUES TO INSTALL SLEEVE UNDERNEATH HARDSCAPE. TERMINATE SLEEVE ENDS 12-INCHES BEYOND THE EDGE OF PAVEMENT. COVER SLEEVE ENDS AND MARK WITH TEMPORARY STAKES. REFER TO IRRIGATION SPECIFICATIONS FOR PIPE MATERIAL. REPAIR GRAVEL PATHWAYS AND ROADS AFTER TRENCHING TO MEET OR EXCEED ORIGINAL CONDITIONS. DOCUMENT EXISTING CONDITION OF PATHWAYS AND ROADS PRIOR TO PIPING INSTALLATION.
297887
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15 15
15 15
1-81 2"91
1-80 2"76
1-79 2"76
- 1-78
2"76
1-77 2"76
1-76 2"91
1-88 2"91
1-87 2"91
1-86 2"76
1-85 2"91
1-75 2"91
1-74 2"91
1-73 2"61
1-72 2"61
1-71 2"61
1-70 2"91
1-69 2"91
1-68 2"91
1-92 2"61
1-91 2"61
1-90 2"61
1-89 2"91
1-93 1.5"46
1-67 2"91
1-66 2"76
1-65 2"91
- 1-64
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1-63 1.5"46
1-62 2"91
1-61 2"61 1-60 2"61
1-58 2"61
1-59 2"61
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Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
21 4 5 6 87 9
ROCK ISLAND, ILLINOIS
JDL
821CM3032
CCT Dwg. of U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
ROCK ISLAND NATIONAL CEMETERY
IRRIGATION SYSTEM EXPANSION
Fil e P ath : G
:\P
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W G
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRITY FEDERA
L
SERV I CES
LI302
Office of the National Cemetery
Administration
JANUARY 23, 2025
BID DOCUMENTS
BID DOCUMENTS
AQUA ENGINEERING, INC.
3944 JFK PARKWAY, UNIT 12C
FOR COLLINS, CO 80525-3089
970.229.9668
WWW.AQUAENGINEERING.COM
MATCHLINE SEE SHEET LI204
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
IRRIGATION PLAN
LEGEND
Q
4-1 2"79
R
381 382
F
G
KEY MAP
(NOT TO SCALE)
1 2
3 4
50' 30'15' 60' 90'
1" = 30'
FLAG NOTES
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text M
AutoCAD SHX Text EXISTING MAINLINE PIPE, ABANDON UNLESS NOTED. SLEEVE NEW MAINLINE PIPE MAINLINE PIPE CL 200 3-INCH AND LARGER SCH 40 2.5-INCHES AND SMALLER POINT-OF-CONNECTION (P.O.C.) LATERAL PIPE MAINLINE ISOLATION GATE VALVE ISOLATION GATE VALVE QUICK COUPLER VALVE REMOTE CONTROL VALVE ISOLATION ANGLE VALVE REMOTE CONTROL VALVE AIR/VACUUM RELIEF VALVE RAIN SENSOR FLOWER WATER STATION EXISTING HEADSTONE IDENTIFICATION NUMBER ON BACK USE FOR LOCATING SPRINKLERS BETWEEN HEADSTONES POP-UP ROTOR SPRINKLER: HUNTER I-25 @ 70 PSI HUNTER I-25 @ 70 PSI @ 70 PSI 70 PSI 0 PSI *SYMBOL WITH HALO IS FULL CIRCLE *SYMBOL WITHOUT HALO IS PART CIRCLE *NUMBER WITHIN IS NOZZLE *ADJACENT NUMBERS INDICATE GRAVESTONES NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 15 15.2 57 15.2 57 57 POP-UP SPRINKLER: RAIN BIRD 1800 @ 30 PSI RADIUS: 5' FLOW (GPM): Q-0.06 H-0.13 F-0.26 FLOW (GPM): Q-0.06 H-0.13 F-0.26 RADIUS: 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 FLOW (GPM): Q-0.17 H-0.33 F-0.66 RADIUS: 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 FLOW (GPM): Q-0.23 H-0.51 F-1.03 RADIUS: 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 FLOW (GPM): Q-0.37 H-0.74 F-1.48 RADIUS: 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 FLOW (GPM): Q-0.58 H-1.16 F-2.31 IRRIGATION CONTROLLER: RAIN BIRD ESP-LXD TWO-WIRE PATH DECODER CABLE FUSE DEVICE DECODER GROUNDING LOCATION INDICATES CONTROLLER AND CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES OUTLINE OF DIRECTIONAL BORE MACHINE AND BORE PIT FOOTPRINT
AutoCAD SHX Text
FC PC
AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING DUCTILE IRON TEE AND REPAIR COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. AIR VACUUM RELIEF VALVE ASSEMBLY LOCATION SHOWN IS APPROXIMATE. VERIFY THE LOCATION OF THE HIGHEST ELEVATION ON THE MAINLINE AND INSTALL THE AIR VACUUM RELIEF VALVE ASSEMBLY AT THE HIGH POINT IN THIS AREA. ROUTE IRRIGATION MAINLINE PIPE 2-FEET FROM EDGE OF PAVEMENT WHEN POSSIBLE. INSTALL VALVE BOXES ON MAINLINE PIPE IN THIS AREA PERPENDICULAR TO THE EDGE OF PAVEMENT AND MAINTAIN A UNIFORM DISTANCE OF APPROXIMATELY 3-FEET FROM THE VALVE BOX TO THE EDGE OF PAVEMENT. CONNECT WATER FROM IRRIGATION MAINLINE TO FLOWER WATERING STATION IN APPROXIMATE LOCATION SHOWN. REFER TO FLOWER WATER STATION DETAIL LOCATED IN SITE FURNISHINGS FOR ADDITIONAL DETAIL. INSTALL NEW IRRIGATION CONTROLLER AT LOCATION IDENTIFIED ON PLANS. SEE ELECTRICAL PLANS FOR POWER SUPPLY FROM SATELLITE BATHROOM. COORDINATE WITH ELECTRICAL CONTRACTOR. MOUNT BATTERY OPERATED WIRELESS RAIN/FREEZE SENSOR TO TOP OF FENCE POST AT CORNER USING RAIN/FREEZE SENSOR MOUNTING HARDWARE PROVIDED BY MANUFACTURER. INSTALL TWO WIRE DECODER SURGE PROTECTION AND GROUNDING AT THE REMOTE CONTROL VALVE ASSEMBLY INDICATED. LAYOUT BASED ON CONTROL SYSTEM MANUFACTURER'S RECOMMENDATIONS. PROVIDE AND INSTALL 2-INCH SLEEVE AT EACH HARDSCAPE CROSSING INTENDED FOR IRRIGATION WIRE ROUTING. EMPLOY HORIZONTAL BORING TECHNIQUES TO INSTALL SLEEVE UNDERNEATH HARDSCAPE. TERMINATE SLEEVE ENDS 12-INCHES BEYOND THE EDGE OF PAVEMENT. COVER SLEEVE ENDS AND MARK WITH TEMPORARY STAKES. REFER TO IRRIGATION SPECIFICATIONS FOR PIPE MATERIAL. REPAIR GRAVEL PATHWAYS AND ROADS AFTER TRENCHING TO MEET OR EXCEED ORIGINAL CONDITIONS. DOCUMENT EXISTING CONDITION OF PATHWAYS AND ROADS PRIOR TO PIPING INSTALLATION.
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15 15
15 15
1-25 2"91
1-26 2"91
1-133 2"91 -1-134
1.5"46
1-135 2"76 -1-136
2"76
1-137 2"91 -1-138
2"76 -1-139
2"76
1-5 2"91
1-6 2"91
1-7 2"91
1-22 2"91
1-23 2"91
1-24 2"106
1-140 2"61
1-141 1.5"46
1-142 2"76
1-4 2"76
1-3 2"91
1-2 2"91
1-1 2"91
1-14 2"91
1-13 2"91
1-12 2"61
1-11 2"61
1-10 2"61
1-9 2"91
1-21 2"91
1-20 2"61
1-19 2"91
1-18 2"61
1-17 2"61
1-16 2"61
1-15 2"61
1-143 2"91
1-144 1.5"46
1-145 2"76
1-146 2"91
1-147 1.5"30
1-148 2"91
Q
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7 7
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Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
21 4 5 6 87 9
ROCK ISLAND, ILLINOIS
JDL
821CM3032
CCT Dwg. of U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
ROCK ISLAND NATIONAL CEMETERY
IRRIGATION SYSTEM EXPANSION
Fil e P ath : G
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W G
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRITY FEDERA
L
SERV I CES
LI303
Office of the National Cemetery
Administration
JANUARY 23, 2025
BID DOCUMENTS
BID DOCUMENTS
AQUA ENGINEERING, INC.
3944 JFK PARKWAY, UNIT 12C
FOR COLLINS, CO 80525-3089
970.229.9668
WWW.AQUAENGINEERING.COM
MATCHLINE SEE SHEET LI205
M
ATC
H
LIN
E SEE SH
EET LI204
MATCHLINE SEE SHEET LI201
IRRIGATION PLAN
LEGEND
Q
4-1 2"79
R
381 382
F
G
KEY MAP
(NOT TO SCALE)
1 2
3 4
50' 30'15' 60' 90'
1" = 30'
FLAG NOTES
AutoCAD SHX Text Irrigation
AutoCAD SHX Text Control
AutoCAD SHX Text Fuel
AutoCAD SHX Text Storage
AutoCAD SHX Text Fuel
AutoCAD SHX Text Storage
AutoCAD SHX Text Fuel
AutoCAD SHX Text Storage
AutoCAD SHX Text Well
AutoCAD SHX Text AC Unit
AutoCAD SHX Text Landscape Edge
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Landscape ret.wall
AutoCAD SHX Text Conc.Ret.Wall
AutoCAD SHX Text Conc.Ret.Wall
AutoCAD SHX Text Conc.Ret.Wall
AutoCAD SHX Text Conc.Ret.Wall
AutoCAD SHX Text Car Port
AutoCAD SHX Text Ex. Administration Building
AutoCAD SHX Text Bldg.
AutoCAD SHX Text Bldg.
AutoCAD SHX Text Fuel
AutoCAD SHX Text Pump
AutoCAD SHX Text Conc.
AutoCAD SHX Text conc. wall
AutoCAD SHX Text landscape wall
AutoCAD SHX Text landscape wall
AutoCAD SHX Text landscape wall
AutoCAD SHX Text
BIT.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text Bush
AutoCAD SHX Text
6" VCP
AutoCAD SHX Text Mulch
AutoCAD SHX Text Gas Meter
AutoCAD SHX Text
WATERVALVE
AutoCAD SHX Text G
AutoCAD SHX Text M
AutoCAD SHX Text X
AutoCAD SHX Text
CA1
AutoCAD SHX Text Y
AutoCAD SHX Text Y
AutoCAD SHX Text Y
AutoCAD SHX Text
CA2
AutoCAD SHX Text Z
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text EXISTING MAINLINE PIPE, ABANDON UNLESS NOTED. SLEEVE NEW MAINLINE PIPE MAINLINE PIPE CL 200 3-INCH AND LARGER SCH 40 2.5-INCHES AND SMALLER POINT-OF-CONNECTION (P.O.C.) LATERAL PIPE MAINLINE ISOLATION GATE VALVE ISOLATION GATE VALVE QUICK COUPLER VALVE REMOTE CONTROL VALVE ISOLATION ANGLE VALVE REMOTE CONTROL VALVE AIR/VACUUM RELIEF VALVE RAIN SENSOR FLOWER WATER STATION EXISTING HEADSTONE IDENTIFICATION NUMBER ON BACK USE FOR LOCATING SPRINKLERS BETWEEN HEADSTONES POP-UP ROTOR SPRINKLER: HUNTER I-25 @ 70 PSI HUNTER I-25 @ 70 PSI @ 70 PSI 70 PSI 0 PSI *SYMBOL WITH HALO IS FULL CIRCLE *SYMBOL WITHOUT HALO IS PART CIRCLE *NUMBER WITHIN IS NOZZLE *ADJACENT NUMBERS INDICATE GRAVESTONES NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 15 15.2 57 15.2 57 57 POP-UP SPRINKLER: RAIN BIRD 1800 @ 30 PSI RADIUS: 5' FLOW (GPM): Q-0.06 H-0.13 F-0.26 FLOW (GPM): Q-0.06 H-0.13 F-0.26 RADIUS: 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 FLOW (GPM): Q-0.17 H-0.33 F-0.66 RADIUS: 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 FLOW (GPM): Q-0.23 H-0.51 F-1.03 RADIUS: 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 FLOW (GPM): Q-0.37 H-0.74 F-1.48 RADIUS: 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 FLOW (GPM): Q-0.58 H-1.16 F-2.31 IRRIGATION CONTROLLER: RAIN BIRD ESP-LXD TWO-WIRE PATH DECODER CABLE FUSE DEVICE DECODER GROUNDING LOCATION INDICATES CONTROLLER AND CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES OUTLINE OF DIRECTIONAL BORE MACHINE AND BORE PIT FOOTPRINT
AutoCAD SHX Text
FC PC
AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING DUCTILE IRON TEE AND REPAIR COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. AIR VACUUM RELIEF VALVE ASSEMBLY LOCATION SHOWN IS APPROXIMATE. VERIFY THE LOCATION OF THE HIGHEST ELEVATION ON THE MAINLINE AND INSTALL THE AIR VACUUM RELIEF VALVE ASSEMBLY AT THE HIGH POINT IN THIS AREA. ROUTE IRRIGATION MAINLINE PIPE 2-FEET FROM EDGE OF PAVEMENT WHEN POSSIBLE. INSTALL VALVE BOXES ON MAINLINE PIPE IN THIS AREA PERPENDICULAR TO THE EDGE OF PAVEMENT AND MAINTAIN A UNIFORM DISTANCE OF APPROXIMATELY 3-FEET FROM THE VALVE BOX TO THE EDGE OF PAVEMENT. CONNECT WATER FROM IRRIGATION MAINLINE TO FLOWER WATERING STATION IN APPROXIMATE LOCATION SHOWN. REFER TO FLOWER WATER STATION DETAIL LOCATED IN SITE FURNISHINGS FOR ADDITIONAL DETAIL. INSTALL NEW IRRIGATION CONTROLLER AT LOCATION IDENTIFIED ON PLANS. SEE ELECTRICAL PLANS FOR POWER SUPPLY FROM SATELLITE BATHROOM. COORDINATE WITH ELECTRICAL CONTRACTOR. MOUNT BATTERY OPERATED WIRELESS RAIN/FREEZE SENSOR TO TOP OF FENCE POST AT CORNER USING RAIN/FREEZE SENSOR MOUNTING HARDWARE PROVIDED BY MANUFACTURER. INSTALL TWO WIRE DECODER SURGE PROTECTION AND GROUNDING AT THE REMOTE CONTROL VALVE ASSEMBLY INDICATED. LAYOUT BASED ON CONTROL SYSTEM MANUFACTURER'S RECOMMENDATIONS. PROVIDE AND INSTALL 2-INCH SLEEVE AT EACH HARDSCAPE CROSSING INTENDED FOR IRRIGATION WIRE ROUTING. EMPLOY HORIZONTAL BORING TECHNIQUES TO INSTALL SLEEVE UNDERNEATH HARDSCAPE. TERMINATE SLEEVE ENDS 12-INCHES BEYOND THE EDGE OF PAVEMENT. COVER SLEEVE ENDS AND MARK WITH TEMPORARY STAKES. REFER TO IRRIGATION SPECIFICATIONS FOR PIPE MATERIAL. REPAIR GRAVEL PATHWAYS AND ROADS AFTER TRENCHING TO MEET OR EXCEED ORIGINAL CONDITIONS. DOCUMENT EXISTING CONDITION OF PATHWAYS AND ROADS PRIOR TO PIPING INSTALLATION.
560 572
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15 15
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1-85 2"91
1-84 2"76
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1-82 2"61
1-27 2"76
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1-29 2"91
1-49 2"91
1-50 2"91
1-51 1.5"46
1-52 2"61
1-53 2"61
1-54 2"76
1-55 2"76
1-56 2"61
1-57 1.5"46
1-30 2"91
1-31 2"91
1-32 2"91
1-33 2"91
1-34 2"76
1-35 2"76
1-36 2"61
1-37 2"91
1-38 2"61
1-39 2"91
1-45 2"91
1-46 2"91
1-47 2"91
Q
1-48 2"76
F
F
G
G
G
G
G
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
21 4 5 6 87 9
ROCK ISLAND, ILLINOIS
JDL
821CM3032
CCT Dwg. of U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
ROCK ISLAND NATIONAL CEMETERY
IRRIGATION SYSTEM EXPANSION
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\33
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1 R
OC
K
IS
LA
ND
IR
RI
GA
TI
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\E
NG
IN
\P
LA
NS
\LI
4.D
W G
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRITY FEDERA
L
SERV I CES
LI304
Office of the National Cemetery
Administration
JANUARY 23, 2025
BID DOCUMENTS
BID DOCUMENTS
AQUA ENGINEERING, INC.
3944 JFK PARKWAY, UNIT 12C
FOR COLLINS, CO 80525-3089
970.229.9668
WWW.AQUAENGINEERING.COM
MATCHLINE SEE SHEET LI202
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
MATCHLINE SEE SHEET LI205
IRRIGATION PLAN
LEGEND
Q
4-1 2"79
R
381 382
F
G
KEY MAP
(NOT TO SCALE)
1 2
3 4
50' 30'15' 60' 90'
1" = 30'
FLAG NOTES
AutoCAD SHX Text J
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text M
AutoCAD SHX Text H
AutoCAD SHX Text
MA
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text
NW
AutoCAD SHX Text EXISTING MAINLINE PIPE, ABANDON UNLESS NOTED. SLEEVE NEW MAINLINE PIPE MAINLINE PIPE CL 200 3-INCH AND LARGER SCH 40 2.5-INCHES AND SMALLER POINT-OF-CONNECTION (P.O.C.) LATERAL PIPE MAINLINE ISOLATION GATE VALVE ISOLATION GATE VALVE QUICK COUPLER VALVE REMOTE CONTROL VALVE ISOLATION ANGLE VALVE REMOTE CONTROL VALVE AIR/VACUUM RELIEF VALVE RAIN SENSOR FLOWER WATER STATION EXISTING HEADSTONE IDENTIFICATION NUMBER ON BACK USE FOR LOCATING SPRINKLERS BETWEEN HEADSTONES POP-UP ROTOR SPRINKLER: HUNTER I-25 @ 70 PSI HUNTER I-25 @ 70 PSI @ 70 PSI 70 PSI 0 PSI *SYMBOL WITH HALO IS FULL CIRCLE *SYMBOL WITHOUT HALO IS PART CIRCLE *NUMBER WITHIN IS NOZZLE *ADJACENT NUMBERS INDICATE GRAVESTONES NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 15 15.2 57 15.2 57 57 POP-UP SPRINKLER: RAIN BIRD 1800 @ 30 PSI RADIUS: 5' FLOW (GPM): Q-0.06 H-0.13 F-0.26 FLOW (GPM): Q-0.06 H-0.13 F-0.26 RADIUS: 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 FLOW (GPM): Q-0.17 H-0.33 F-0.66 RADIUS: 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 FLOW (GPM): Q-0.23 H-0.51 F-1.03 RADIUS: 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 FLOW (GPM): Q-0.37 H-0.74 F-1.48 RADIUS: 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 FLOW (GPM): Q-0.58 H-1.16 F-2.31 IRRIGATION CONTROLLER: RAIN BIRD ESP-LXD TWO-WIRE PATH DECODER CABLE FUSE DEVICE DECODER GROUNDING LOCATION INDICATES CONTROLLER AND CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES OUTLINE OF DIRECTIONAL BORE MACHINE AND BORE PIT FOOTPRINT
AutoCAD SHX Text
FC PC
AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING DUCTILE IRON TEE AND REPAIR COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. AIR VACUUM RELIEF VALVE ASSEMBLY LOCATION SHOWN IS APPROXIMATE. VERIFY THE LOCATION OF THE HIGHEST ELEVATION ON THE MAINLINE AND INSTALL THE AIR VACUUM RELIEF VALVE ASSEMBLY AT THE HIGH POINT IN THIS AREA. ROUTE IRRIGATION MAINLINE PIPE 2-FEET FROM EDGE OF PAVEMENT WHEN POSSIBLE. INSTALL VALVE BOXES ON MAINLINE PIPE IN THIS AREA PERPENDICULAR TO THE EDGE OF PAVEMENT AND MAINTAIN A UNIFORM DISTANCE OF APPROXIMATELY 3-FEET FROM THE VALVE BOX TO THE EDGE OF PAVEMENT. CONNECT WATER FROM IRRIGATION MAINLINE TO FLOWER WATERING STATION IN APPROXIMATE LOCATION SHOWN. REFER TO FLOWER WATER STATION DETAIL LOCATED IN SITE FURNISHINGS FOR ADDITIONAL DETAIL. INSTALL NEW IRRIGATION CONTROLLER AT LOCATION IDENTIFIED ON PLANS. SEE ELECTRICAL PLANS FOR POWER SUPPLY FROM SATELLITE BATHROOM. COORDINATE WITH ELECTRICAL CONTRACTOR. MOUNT BATTERY OPERATED WIRELESS RAIN/FREEZE SENSOR TO TOP OF FENCE POST AT CORNER USING RAIN/FREEZE SENSOR MOUNTING HARDWARE PROVIDED BY MANUFACTURER. INSTALL TWO WIRE DECODER SURGE PROTECTION AND GROUNDING AT THE REMOTE CONTROL VALVE ASSEMBLY INDICATED. LAYOUT BASED ON CONTROL SYSTEM MANUFACTURER'S RECOMMENDATIONS. PROVIDE AND INSTALL 2-INCH SLEEVE AT EACH HARDSCAPE CROSSING INTENDED FOR IRRIGATION WIRE ROUTING. EMPLOY HORIZONTAL BORING TECHNIQUES TO INSTALL SLEEVE UNDERNEATH HARDSCAPE. TERMINATE SLEEVE ENDS 12-INCHES BEYOND THE EDGE OF PAVEMENT. COVER SLEEVE ENDS AND MARK WITH TEMPORARY STAKES. REFER TO IRRIGATION SPECIFICATIONS FOR PIPE MATERIAL. REPAIR GRAVEL PATHWAYS AND ROADS AFTER TRENCHING TO MEET OR EXCEED ORIGINAL CONDITIONS. DOCUMENT EXISTING CONDITION OF PATHWAYS AND ROADS PRIOR TO PIPING INSTALLATION.
774"
2.5"
2"
2"
1.25"
1.25"
1.25" 1.25" 2"
1.25"
2"
2" 1.25" 1.25"
2.5"
2.5"
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1.5"
2.5"
2"
2"
1.25"
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1.25"
2" 2"
2"
1.25"
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3"3"
2.5"
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2"
1.25"
1.25"
2"
1.5"
15 15
2"- 1-1 2"91
R
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
21 4 5 6 87 9
ROCK ISLAND, ILLINOIS
JDL
821CM3032
CCT Dwg. of U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved: Project Director
Phase
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9
ROCK ISLAND NATIONAL CEMETERY
IRRIGATION SYSTEM EXPANSION
Fil e P ath : G
:\P
RO
JE
CT
\S
BU
\33
-2
1 R
OC
K
IS
LA
ND
IR
RI
GA
TI
ON
\E
NG
IN
\P
LA
NS
\LI
5.D
W G
INTEGRITY
FEDERAL SERVICES
CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING
148 S. Queen Street, Suite 201 Martinsburg, WV 25401
Phone: 304-725-8456 www.ifs-ae.com
IN
TE
GRITY FEDERA
L
SERV I CES
LI305
Office of the National Cemetery
Administration
JANUARY 23, 2025
BID DOCUMENTS
BID DOCUMENTS
AQUA ENGINEERING, INC.
3944 JFK PARKWAY, UNIT 12C
FOR COLLINS, CO 80525-3089
970.229.9668
WWW.AQUAENGINEERING.COM
MATCHLINE SEE SHEET LI203 MATCHLINE SEE SHEET LI204
IRRIGATION PLAN
KEY MAP
(NOT TO SCALE)
1 2
3 4
50' 30'15' 60' 90'
1" = 30'
LEGEND
Q
4-1 2"79
R
381 382
F
G
FLAG NOTES
AutoCAD SHX Text D
AutoCAD SHX Text B
AutoCAD SHX Text
SW
AutoCAD SHX Text
SE
AutoCAD SHX Text B
AutoCAD SHX Text EXISTING MAINLINE PIPE, ABANDON UNLESS NOTED. SLEEVE NEW MAINLINE PIPE MAINLINE PIPE CL 200 3-INCH AND LARGER SCH 40 2.5-INCHES AND SMALLER POINT-OF-CONNECTION (P.O.C.) LATERAL PIPE MAINLINE ISOLATION GATE VALVE ISOLATION GATE VALVE QUICK COUPLER VALVE REMOTE CONTROL VALVE ISOLATION ANGLE VALVE REMOTE CONTROL VALVE AIR/VACUUM RELIEF VALVE RAIN SENSOR FLOWER WATER STATION EXISTING HEADSTONE IDENTIFICATION NUMBER ON BACK USE FOR LOCATING SPRINKLERS BETWEEN HEADSTONES POP-UP ROTOR SPRINKLER: HUNTER I-25 @ 70 PSI HUNTER I-25 @ 70 PSI @ 70 PSI 70 PSI 0 PSI *SYMBOL WITH HALO IS FULL CIRCLE *SYMBOL WITHOUT HALO IS PART CIRCLE *NUMBER WITHIN IS NOZZLE *ADJACENT NUMBERS INDICATE GRAVESTONES NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 15 15.2 57 15.2 57 57 POP-UP SPRINKLER: RAIN BIRD 1800 @ 30 PSI RADIUS: 5' FLOW (GPM): Q-0.06 H-0.13 F-0.26 FLOW (GPM): Q-0.06 H-0.13 F-0.26 RADIUS: 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 8' FLOW (GPM): Q-0.17 H-0.33 F-0.66 FLOW (GPM): Q-0.17 H-0.33 F-0.66 RADIUS: 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 10' FLOW (GPM): Q-0.23 H-0.51 F-1.03 FLOW (GPM): Q-0.23 H-0.51 F-1.03 RADIUS: 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 12' FLOW (GPM): Q-0.37 H-0.74 F-1.48 FLOW (GPM): Q-0.37 H-0.74 F-1.48 RADIUS: 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 15' FLOW (GPM): Q-0.58 H-1.16 F-2.31 FLOW (GPM): Q-0.58 H-1.16 F-2.31 IRRIGATION CONTROLLER: RAIN BIRD ESP-LXD TWO-WIRE PATH DECODER CABLE FUSE DEVICE DECODER GROUNDING LOCATION INDICATES CONTROLLER AND CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES OUTLINE OF DIRECTIONAL BORE MACHINE AND BORE PIT FOOTPRINT
AutoCAD SHX Text
FC PC
AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING DUCTILE IRON TEE AND REPAIR COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. AIR VACUUM RELIEF VALVE ASSEMBLY LOCATION SHOWN IS APPROXIMATE. VERIFY THE LOCATION OF THE HIGHEST ELEVATION ON THE MAINLINE AND INSTALL THE AIR VACUUM RELIEF VALVE ASSEMBLY AT THE HIGH POINT IN THIS AREA. ROUTE IRRIGATION MAINLINE PIPE 2-FEET FROM EDGE OF PAVEMENT WHEN POSSIBLE. INSTALL VALVE BOXES ON MAINLINE PIPE IN THIS AREA PERPENDICULAR TO THE EDGE OF PAVEMENT AND MAINTAIN A UNIFORM DISTANCE OF APPROXIMATELY 3-FEET FROM THE VALVE BOX TO THE EDGE OF PAVEMENT. CONNECT WATER FROM IRRIGATION MAINLINE TO FLOWER WATERING STATION IN APPROXIMATE LOCATION SHOWN. REFER TO FLOWER WATER STATION DETAIL LOCATED IN SITE FURNISHINGS FOR ADDITIONAL DETAIL. INSTALL NEW IRRIGATION CONTROLLER AT LOCATION IDENTIFIED ON PLANS. SEE ELECTRICAL PLANS FOR POWER SUPPLY FROM SATELLITE BATHROOM. COORDINATE WITH ELECTRICAL CONTRACTOR. MOUNT BATTERY OPERATED WIRELESS RAIN/FREEZE SENSOR TO TOP OF FENCE POST AT CORNER USING RAIN/FREEZE SENSOR MOUNTING HARDWARE PROVIDED BY MANUFACTURER. INSTALL TWO WIRE DECODER SURGE PROTECTION AND GROUNDING AT THE REMOTE CONTROL VALVE ASSEMBLY INDICATED. LAYOUT BASED ON CONTROL SYSTEM MANUFACTURER'S RECOMMENDATIONS. PROVIDE AND INSTALL 2-INCH SLEEVE AT EACH HARDSCAPE CROSSING INTENDED FOR IRRIGATION WIRE ROUTING. EMPLOY HORIZONTAL BORING TECHNIQUES TO INSTALL SLEEVE UNDERNEATH HARDSCAPE.
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