Attachment F Irrigation Sheets Northwoods National Cemetery.pdf
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- Solicitation number
- QSE--36C78625Q50295
About this file
These are detailed irrigation plan sheets (LI102 and LI103) for the Northwoods National Cemetery project for the Department of Veterans Affairs, dated October 15, 2018. The plans show comprehensive irrigation system design covering multiple zones across the cemetery grounds, with specific technical specifications including water flow requirements (65 GPM at point of connection), pressure specifications (55 PSI at rotors, 40 PSI at MP rotator), and precise irrigation head placement. The documents include 18 detailed irrigation notes covering installation requirements, such as verifying existing utilities, protecting existing improvements, adjusting irrigation heads for complete coverage, installing control wires, and submitting as-built drawings.
The irrigation system design includes multiple irrigation zones with varying pipe sizes (1" and 1.5") and flow rates ranging from 10 to 64 gallons per minute, strategically positioned across the cemetery landscape. Key technical requirements include installing heads 6" away from building walls, using sleeves that are two sizes larger than pipes, providing spare control wires, and ensuring proper water line separation from non-potable water and sewer lines. The plans are part of a larger VA Cemetery Burial Grounds Master Plan and Design-Build Phase I project located on Lakewood Road in Oneida County, Wisconsin.
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Text version
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665A
9998979695949392
89888786858483828180797877
747372717069686766656463
616059585756555453525150
4746454443424140393837
3433323130292827262524
21201918171615141312
10987654321
665A
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1.5" 62gpm
X-4 1" 12 gpm
1.5" 65 gpm
1.5" 46gpm
X-15 1" 12 gpm
1.5" 64gpm
1.5" 42gpm
1.5" 60gpm
1.5" 64gpm
X-7 1.5" 10gpm
1" 64gpm
1.5" 45gpm
X-12 1" 12 gpm
X-16
X-9 1" 12 gpm
X-17 1" 12 gpm
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IRRIGATION PLAN #2
LI102
Department of Veterans Affairs
L:
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517 7th street rapid city sd 57701 p 605.342.9470 f 605.342.2377 fourfrontdesign.com
FOURFRONT
D E S I G N I N C.
NCA DESIGN
AND CONSTRUCTION
SERVICE
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEERS:PRIME CONTRACTOR/ CONSULTANTS:
DateRevisions:
VA FORM 08-6231
on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
6"
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
E
D
C
B
A
1 2 3 4 5 6 7 8 9 ofOctober 15, 2018
VA Cemetery Burial Grounds Master Plan and Design-Build Phase I
LAKEWOOD ROAD, ONEIDA COUNTY, WI 54501
823CM3022
52DN/JM/AWEH
ELIZABETH MONOHAN
PRIME CONTRACTOR:
DECATUR CONSTRUCTION, INC.
301 MAIN PLAZA, SUITE 304,
NEW BRAUNFELS, TX 78130
PHONE: 830.624.6541
FOR CONSTRUCTION Project Status
Eirik Heikes
1REMOVED "NOT IN CONTRACT" NOTE
2ROOF DRAIN AND UNDERDRAIN MODIFICATIONS
3FLAG POLE COORDINATES
IRRIGATION NOTES:
1. ALL IRRIGATION HEADS TO BE INSTALLED 6" AWAY FROM BUILDING WALLS.
2. CONTRACTOR TO VERIFY EXISTING CONDITIONS. ALL EXISTING UTILITIES ARE TO BE LOCATED BEFORE ANY
TRENCHING OF ANY KIND BEGINS.
3. PROTECT ALL EXISTING IMPROVEMENTS TO REMAIN AND REPAIR BACK TO ORIGINAL CONDITION AT CONTRACTOR'S
EXPENSE IF DAMAGE OCCURS RESULTANT FROM CONTRACTOR'S OPERATIONS OR NEGLIGENCE.
4. RE-GRADE AND SOD ALL EXISTING LAWN AREAS DISTURBED BY CONTRACTOR'S OPERATIONS AS PER SPECIFICATIONS.
A DISTURBED AREA SHALL BE WHERE CONSTRUCTION ACTIVITIES INCLUDING TRENCHING, DEMOLITION, EARTHWORK, MATERIAL STORAGE, STAGING, PARKING OR ANY OTHER FORM OF EXCAVATION, COMPACTION OR TRAFFIC RESULTS IN THE REMOVAL OR DISPLACEMENT OF EXISTING GROUND COVER OR GRADE. COORDINATE WITH GENERAL
CONTRACTOR.
5. COORDINATE WORK ON THIS SHEET WITH ALL OTHER TRADES.
6. SYSTEM DESIGN IS BASED UPON AVAILABILITY OF 65 GPM AT THE POINT OF CONNECTION, 55 PSI AT ROTORS AND 40 PSI
AT MP ROTATOR. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. ZONES SHALL NOT EXCEED 65 GPM.
COORDINATE WATER BUDGET/ ZONING WITH CENTRAL CONTROL SYSTEM.
7. INSTALL IRRIGATION SYSTEM AS DETAILED AND PER SPECIFICATIONS.
8. IRRIGATION PIPING LAYOUT IS SCHEMATIC. ACTUAL LOCATION OF PIPING AND OTHER COMPONENTS MAY VARY DUE TO
EXISTING SITE CONDITIONS.
9. COORDINATE HEAD LOCATIONS WITH EXISTING PLANTS TO ENSURE PROPER COVERAGE.
10. INSTALL AN AIR RELIEF VALVE AT THE PIPE HIGH POINT AND AS SHOWN.
11. INSTALL CONTROL WIRES FROM ELECTRIC VALVES TO CONTROLLER. (PROVIDE 2 SPARE CONTROL WIRES & 1 SPARE COMMON WIRE TO LAST VALVE AT EAST & WEST ENDS OF SITE.) SPARE WIRES TO FILL IRRIGATION CONTROLLER. ALL
WIRING CONNECTIONS TO BE DBY COMPLIANT.
12. SLEEVES SHALL BE (2) SIZES LARGER THAN PIPE OR COMBINATION OF PIPES THEREIN ENCLOSED, WITH MINIMUM SIZE TO BE 4" SUPPLY (1) EXTRA SLEEVE WITH EACH MAIN LINE SLEEVE FOR CONTROL WIRES. BORE UNDER EXISTING
PAVING WHERE REQUIRED. BORE SEPARATELY FOR CONTROL WIRES.
13. PROVIDE TEMPORARY WATERING AS REQUIRED. COORDINATE PROTECTION OF EXISTING TREES AND PLANTS DURING
CONSTRUCTION ACTIVITIES.
14. CONTRACTOR TO ADJUST IRRIGATION HEADS TO PROVIDE COMPLETE COVERAGE AND TO MINIMIZE OVER SPRAY ONTO
BUILDINGS.
15. SEE DETAILS IN 35% CONSTRUCTION DOCUMENTS, SHEETS LI501 AND LI502 FOR INSTALLATION OF IRRIGATION
COMPONENTS.
16. CONTRACTOR TO PROVIDE POWER TO ALL IRRIGATION CONTROLLERS (IF APPLICABLE).
17. CONTRACTOR TO SUBMIT IRRIGATION AS-BUILT DRAWINGS FOR REVIEW BY THE LANDSCAPE ARCHITECT.
18. WHERE NON POTABLE WATER PARALLELS IRRIGATION WATER OR STORM/SANITARY SEWER, ENSURE MINIMUM 4'
DISTANCE AND WHERE CROSSING IRRIGATION OR STORM SEWER ENSURE MINIMUM 1' VERTICAL DISTANCE BETWEEN
PIPES.
0 40
GRAPHIC SCALE: 1" = 20'
SEE SHEET LI103IRRIGATION MODIFICATIONS N.I.C.
AutoCAD SHX Text P
11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
4132 33 34 35 36 37 38 39 40
1 2 3 4 5 6 7 8 9 10
O O
OOOOOOOOOOOOO
T
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W
W
1.5" 62 gpm
1.5" 45gpm
X-16 1" 12 gpm
X-9 1" 12 gpm36 36
36 36
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IRRIGATION PLAN #3
LI103
Department of Veterans Affairs
L:
\1
7-
R hi ne la nd er N at io na l V et er an s
Bu ria l G ro un ds
\D ra w in gs \L an ds ca pe
\S H
EE
TS
\8
C M
-L I-1
-L
I-1
.d w g
0-
-1
4:
:4
PM
j er em y.
m al lo y
517 7th street rapid city sd 57701 p 605.342.9470 f 605.342.2377 fourfrontdesign.com
FOURFRONT
D E S I G N I N C.
NCA DESIGN
AND CONSTRUCTION
SERVICE
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEERS:PRIME CONTRACTOR/ CONSULTANTS:
DateRevisions:
VA FORM 08-6231
on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
6"
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
E
D
C
B
A
1 2 3 4 5 6 7 8 9 ofOctober 15, 2018
VA Cemetery Burial Grounds Master Plan and Design-Build Phase I
LAKEWOOD ROAD, ONEIDA COUNTY, WI 54501
823CM3022
52DN/JM/AWEH
ELIZABETH MONOHAN
PRIME CONTRACTOR:
DECATUR CONSTRUCTION, INC.
301 MAIN PLAZA, SUITE 304,
NEW BRAUNFELS, TX 78130
PHONE: 830.624.6541
FOR CONSTRUCTION Project Status
Eirik Heikes
1REMOVED "NOT IN CONTRACT" NOTE
2ROOF DRAIN AND UNDERDRAIN MODIFICATIONS
3FLAG POLE COORDINATES
IRRIGATION NOTES:
1. ALL IRRIGATION HEADS TO BE INSTALLED 6" AWAY FROM BUILDING WALLS.
2. CONTRACTOR TO VERIFY EXISTING CONDITIONS. ALL EXISTING UTILITIES ARE TO BE LOCATED BEFORE ANY
TRENCHING OF ANY KIND BEGINS.
3. PROTECT ALL EXISTING IMPROVEMENTS TO REMAIN AND REPAIR BACK TO ORIGINAL CONDITION AT CONTRACTOR'S
EXPENSE IF DAMAGE OCCURS RESULTANT FROM CONTRACTOR'S OPERATIONS OR NEGLIGENCE.
4. RE-GRADE AND SOD ALL EXISTING LAWN AREAS DISTURBED BY CONTRACTOR'S OPERATIONS AS PER SPECIFICATIONS.
A DISTURBED AREA SHALL BE WHERE CONSTRUCTION ACTIVITIES INCLUDING TRENCHING, DEMOLITION, EARTHWORK, MATERIAL STORAGE, STAGING, PARKING OR ANY OTHER FORM OF EXCAVATION, COMPACTION OR TRAFFIC RESULTS IN THE REMOVAL OR DISPLACEMENT OF EXISTING GROUND COVER OR GRADE. COORDINATE WITH GENERAL
CONTRACTOR.
5. COORDINATE WORK ON THIS SHEET WITH ALL OTHER TRADES.
6. SYSTEM DESIGN IS BASED UPON AVAILABILITY OF 65 GPM AT THE POINT OF CONNECTION, 55 PSI AT ROTORS AND 40 PSI
AT MP ROTATOR. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. ZONES SHALL NOT EXCEED 65 GPM.
COORDINATE WATER BUDGET/ ZONING WITH CENTRAL CONTROL SYSTEM.
7. INSTALL IRRIGATION SYSTEM AS DETAILED AND PER SPECIFICATIONS.
8. IRRIGATION PIPING LAYOUT IS SCHEMATIC. ACTUAL LOCATION OF PIPING AND OTHER COMPONENTS MAY VARY DUE TO
EXISTING SITE CONDITIONS.
9. COORDINATE HEAD LOCATIONS WITH EXISTING PLANTS TO ENSURE PROPER COVERAGE.
10. INSTALL AN AIR RELIEF VALVE AT THE PIPE HIGH POINT AND AS SHOWN.
11. INSTALL CONTROL WIRES FROM ELECTRIC VALVES TO CONTROLLER. (PROVIDE 2 SPARE CONTROL WIRES & 1 SPARE COMMON WIRE TO LAST VALVE AT EAST & WEST ENDS OF SITE.) SPARE WIRES TO FILL IRRIGATION CONTROLLER. ALL
WIRING CONNECTIONS TO BE DBY COMPLIANT.
12. SLEEVES SHALL BE (2) SIZES LARGER THAN PIPE OR COMBINATION OF PIPES THEREIN ENCLOSED, WITH MINIMUM SIZE TO BE 4" SUPPLY (1) EXTRA SLEEVE WITH EACH MAIN LINE SLEEVE FOR CONTROL WIRES. BORE UNDER EXISTING
PAVING WHERE REQUIRED. BORE SEPARATELY FOR CONTROL WIRES.
13. PROVIDE TEMPORARY WATERING AS REQUIRED. COORDINATE PROTECTION OF EXISTING TREES AND PLANTS DURING
CONSTRUCTION ACTIVITIES.
14. CONTRACTOR TO ADJUST IRRIGATION HEADS TO PROVIDE COMPLETE COVERAGE AND TO MINIMIZE OVER SPRAY ONTO
BUILDINGS.
15. SEE DETAILS IN 35% CONSTRUCTION DOCUMENTS, SHEETS LI501 AND LI502 FOR INSTALLATION OF IRRIGATION
COMPONENTS.
16. CONTRACTOR TO PROVIDE POWER TO ALL IRRIGATION CONTROLLERS (IF APPLICABLE).
17. CONTRACTOR TO SUBMIT IRRIGATION AS-BUILT DRAWINGS FOR REVIEW BY THE LANDSCAPE ARCHITECT.
18. WHERE NON POTABLE WATER PARALLELS IRRIGATION WATER OR STORM/SANITARY SEWER, ENSURE MINIMUM 4'
DISTANCE AND WHERE CROSSING IRRIGATION OR STORM SEWER ENSURE MINIMUM 1' VERTICAL DISTANCE BETWEEN
PIPES.
0 40
GRAPHIC SCALE: 1" = 20'
SEE SHEET LI102
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