Part10_2025_06_11 South Canton Park 100_ CD S.pdf
PDF 28 MB Posted
- Attached to
- South Canton Park RFQ
- Solicitation number
- PE-66114-NONST-2025-000000024
- Issued by
- Cherokee County, Georgia
About this file
The file is a comprehensive set of architectural and engineering design documents for the South Canton Park project located in Canton, Georgia, prepared by TSW Design for the City of Canton. The project encompasses the construction of a new public park facility including a restroom building and pavilion, with detailed plans spanning architectural, structural, mechanical, electrical, and plumbing disciplines. The documents are dated April 30, 2025, and represent 100% Construction Documents (CD) set, indicating the project is ready for bidding and construction. The restroom building is a single-story, approximately 519 square foot structure with separate men's, women's, and family restroom spaces, while the pavilion is an open-air structure with a stage area.
The project is designed to meet the 2018 International Building Code with Georgia Amendments and follows ADA accessibility guidelines. The buildings feature a mix of materials including granite stone veneer, fiber cement siding, standing seam metal roofing, and heavy timber architectural elements. The estimated project cost is not explicitly stated, but the documents suggest a comprehensive approach to design with attention to energy efficiency, accessibility, and durability. Funding sources are not specified in the documents. The project includes specialized features such as a cistern for rainwater collection, an irrigation system with a pumping station, and detailed site electrical and mechanical systems to support the park's infrastructure.
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project number:
contact:
drawn by:
s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s
1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e
Copyright. All rights reserved. Reproduction in whole or in part is prohibited. This drawing as an instrument of service is the property of TSW and may not be used in any way without the written permission of this office.
p r o j e c t i n f o r m a t i o n
IRRIGATION
SLEEVING PLAN
IP-200
ICS
AW
DA
24074
CITY OF CANTON
770.720.7674
CANTON, GA 30114
SOUTH CANTON
PARK
APRIL 30, 2025
100% CONSTRUCTION DOCUMENTS
CANTON, GA 30114
110 ACADEMY STREET
2939 MARIETTA HWY
N
0 2010 5030 scale: 1" = 20'-0"
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C :\W or ki ng \S ou th
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SC
P-irr -b as e_
5-
.d w g
(IP
-3
) P lo tte d on
M ay
4,
- 1 2:
pm b y cj un e checked by:
project number:
contact:
drawn by:
s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s
1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e
Copyright. All rights reserved. Reproduction in whole or in part is prohibited. This drawing as an instrument of service is the property of TSW and may not be used in any way without the written permission of this office.
p r o j e c t i n f o r m a t i o n
IRRIGATION DETAILS
IP-300
ICS
AW
DA
24074
CITY OF CANTON
770.720.7674
CANTON, GA 30114
SOUTH CANTON
PARK
APRIL 30, 2025
100% CONSTRUCTION DOCUMENTS
CANTON, GA 30114
110 ACADEMY STREET
2939 MARIETTA HWY
STEP
TABS
NTS
PAST TABS.
PUSH WIRE NUT
INTO CONNECTOR
G
3STEP
2STEP
TWIST WIRE NUT ONTO WIRE ENDS.
3M-DBR/Y-6
WIRE CONNECTION
STEP 4 STEP 5
CONNECTOR.
STRAP TOP TO
NOTE: FOR WIRE SIZES #14, #12 AND #10.
AND TWIST ENDS TOGETHER.
STRIP WIRES APPROXIMATELY 1/2" FROM ENDS
1/2"
MIN.12"
MIN.12"
24" MIN.
18"
CLASS 200 PVC SLEEVE
NTS
I
BEDDING AND COMPACTION AS PER ENGINEER'S SPECIFICATIONS
SLEEVING
2" CAPPED MARKER PIPE.
PIPE MUST EXTEND 6" BELOW
BOTTOM OF SLEEVE, PAINTED
FLOURESCENT PURPLE
NOTE:
INSTALLER OF SLEEVES SHALL BE RESPONSIBLE TO LOCATE
SLEEVES IF NOT PROPERLY INSTALLED.
GALLONS PER MIN.
TYPICAL VALVE INDICATOR
STATION NUMBER
VALVE SIZE
MANUAL DRAIN VALVE. SCH 80 PVC TRUE UNION BALL VALVE. DETAIL-E.
STREET ELLS
(2) 1/2" MARLEX
(1) 1/2" MARLEX STREET ELL
GRADE
FINISH
NTS
LATERAL LINE
C
RAIN BIRD 1806-SAM SERIES
PVC NIPPLE
1/2" X 8" SCH. 80
MANUAL DRAIN VALVE
NTS
E
1" PVC NIPPLE (TYP.)
MAINLINE
1/2"-3/4" CRUSHED STONE
2 CUBIC FEET
10" CARSON VALVE BOX (#708)
FINISH GRADE
LAWN SPRAY
RAIN BIRD #5 QUICK COUPLING VALVE 1" SIZE. CONTRACTOR TO SUPPLY TWO QCV
KEYS AND MATCHING HOSE SWIVELS. DETAIL-F.
IRRIGATION SLEEVE: CLASS 200 PVC, SIZE NOTED ON PLAN. DETAIL-I.
LATERAL LINE PIPE: CLASS 200 PVC SOLVENT WELD PIPE UTILIZING SCH 40 PVC
SOLVENT WELD FITTINGS, SIZE NOTED.
ELECTRICAL CONDUIT SLEEVE, REFER TO NOTES ON PLANS.
SCH 80 PVC TRUE
UNION BALL VALVE
RAIN BIRD ESP-LXD CONTROLLER 50 TOTAL STATIONS, 2-WIRE/DECODER
BASED MODULAR CONTROLLER, FOUR PROGRAMS, PLASTIC, WALL
MOUNTED. DETAIL-J,K,P. IRRIGATION CONTRACTOR SHALL ALSO INSTALL A
WIRELESS RAIN/FREEZE SENSOR FOR CONTROLLER.
22. CONTROLLER GROUNDING MUST BE AS PER RAIN BIRD WIRE GROUNDING
REQUIREMENTS
23. ALL MATERIAL TO BE SUPPLIED BY CONTRACTOR TO OWNER:
A. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF
SPRINKLER HEADS AND VALVE SUPPLIED.
B. TWO KEYS FOR EACH OF THE AUTOMATIC CONTROLLERS.
C. TWO QUICK COUPLER KEYS WITH MATCHING HOSE SWIVELS.
24. SYSTEM IS DIAGRAMMATIC TO IMPROVE CLARITY. ALL MAINLINE PIPING ELECTRIC
VALVES AND WIRING ARE TO BE INSTALLED IN LANDSCAPE AREAS AND WITHIN
PROPERTY BOUNDARIES. CONTRACTOR SHALL REFERENCE THE LANDSCAPE
PLAN PRIOR TO THE INSTALLATION OF PIPING TO AVOID CONTACT WITH PLANT
MATERIALS EXISTING OR NEW.
25. CONTRACTOR TO ADD EXTENSION RISER TO POP-UP HEADS WHEN NEEDED FOR
PROPER COVERAGE.
26. CONTRACTOR SHALL INSTALL SPRINKLER EQUIPMENT 12" FROM FOUNDATIONS.
ALSO INSTALL SPRINKLERS 4" FROM CURB OR WALKS.
27. PRIOR TO BID IRRIGATION CONTRACTOR SHALL VERIFY RIGHT-OF-WAY AND
BACKFLOW REQUIREMENTS. NO LATER THAN FIVE DAYS BEFORE BID
SUBMITTALS CONTRACTOR SHALL NOTIFY CONSULTANT OF ANY CHANGES FROM
PLANS AND SPECIFICATIONS.
28. IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE
ARCHITECT WITH A REPRODUCIBLE CROSS MEASURED AS-BUILT DRAWING OF
THE INSTALLED IRRIGATION SYSTEM IN AUTOCAD 2010 FORMAT BEFORE FINAL
ACCEPTANCE.
29. A 1-YEAR WARRANTY PERIOD SHALL BE PROVIDED FOR SYSTEM AFTER
SUBSTANTIAL COMPLETION IS ACCEPTED. START UP AND ADJUSTING OF
SYSTEM IN SPRING TIME SHALL BE INCLUDED IN WARRANTY.
30. PRIOR TO BID, CONTRACTOR SHALL VERIFY THAT ALL MATERIALS, INSTALLATION
PARAMETERS AND OPERATIONS CONFORM TO ALL APPLICABLE CODES AND
ORDINANCES. NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS
CONTRACTOR SHALL NOTIFY IRRIGATION CONSULTANT/DESIGNER OF ANY
CHANGES REQUIRED DUE TO CURRENT CODE OR ORDINANCE DISCREPANCIES.
IF CONTRACTOR DOES NOT COMPLY TO THIS NOTIFICATION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL NECESSARY INSTALLATION CHANGE AND
REDESIGN COSTS FOR NON-COMPLIANCE.
31. UNLESS OTHERWISE NOTED, THE CONTRACTOR MUST COMPLETE 2 PRESSURE
TESTS OF THE IRRIGATION SYSTEM MAINLINE (BOTH TO SHOW NO DROP IN
PRESSURE DURING DURATION OF TEST.
A. 2-HOUR PRESSURE TEST AT 1.5 TIMES THE SYSTEM STATIC PRESSURE
B. 24-HOUR PRESSURE TEST AT THE SYSTEM STATIC PRESSURE
32. IRRIGATION INSTALLATION CONTRACTOR SHALL PROVIDE OWNER WITH A
COLOR-CODED ZONES DIAGRAM PLAN, 8-1/2"X11" LAMINATED SHEET(S), TO
IDENTIFY CONTROLLER STATION TO THE CONTROL VALVE NUMBER FOR EACH
CONTROLLER. TO BE LOCATED IN ADHESIVE POUCH ATTACHED INSIDE OF
CONTROLLER(S).
1. ALL MAINLINES TO HAVE A MINIMUM OF 18" OF COVER. (CLASS 200 PVC PIPE,
CLASS 200 PVC FOR 4" AND LARGER).
2. ALL LATERAL AND SUB-MAIN PIPE TO HAVE A MINIMUM OF 12" OF COVER.
(CLASS 200 PVC PIPE).
3. NO ROCKS, BOULDER, OR OTHER EXTRANEOUS MATERIALS TO BE USED IN
BACKFILLING OF TRENCH.
4. ALL PIPE TO BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS.
5. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE OR LIQUID
TEFLON.
6. ALL LINES TO BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF
SPRINKLER HEADS.
7. SPRINKLER AND RELATED EQUIPMENT TO BE INSTALLED AS PER DETAILS.
8. ALL ELECTRICAL JOINTS TO BE MADE USING WATERPROOF CONNECTIONS AS
SHOWN ON DETAILS.
9. ALL EQUIPMENT NOT SPECIFIED IN THE LEGEND SHALL BE DETERMINED AND
FURNISHED BY THE CONTRACTOR.
10. NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE FIELD EXCEPT AT A
VALVE CONTROL BOX OR ANOTHER VALVE BOX SPECIFICALLY FOR
CONNECTIONS.
11. ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN THIS SET MUST BE
REFERRED TO THE IRRIGATION CONSULTANT BY THE CONTRACTOR FOR
CLARIFICATION BEFORE PRECEEDING WITH THE WORK.
12. ALL TWO-WIRE CONTROL WIRES SHALL BE #14-2 MAXI CABLE, INSTALLED IN 1"
SCH 40 PVC ELECTRICAL CONDUIT.
13. CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS TO
BE WATERED. I.E. ADJUST HEADS WITH INSUFFICIENT COVERAGE DUE TO
BLOCKAGE BY EXISTING OR PROPOSED SITE FEATURES.
14. CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER
EQUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH PROPER
PLANTING, i.e. VERIFY ROOT BALL SIZE FOR PLANTING.
15. CONTRACTOR SHALL PROVIDE EXPANSION COILS AT EACH WIRE
CONNECTION IN VALVE BOX (WRAP AROUND 3/4" PIPE 12 TIMES).
16. CONTRACTOR TO UTILIZE APPROPRIATE AUTOMATIC DRAIN DEVICE WHERE
LOW HEAD DRAINAGE MAY OCCUR.
17. ALL SPRINKLERS TO BE INSTALLED AS DETAILED ON PLANS.
18. CONTRACTOR SHALL UTILIZE VALVE I.D. TAGS ON ALL REMOTE CONTROL
VALVES.
19. 24 VOLT WIRE SHALL BE COLOR CODED PER SEPARATE WIRE RUNS.
20. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDED
GROUNDING EQUIPMENT FOR POWER SUPPLY AND VALVE OUTPUT WITH
PAIGE WIRE GROUND PLATE ASSEMBLY.
21. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDATION
ON FAULT GROUND AND LIGHTNING PROTECTION.
GENERAL NOTES
NOTES:
1. ALL SPRINKLER TO BE MOUNTED ON MARLEX ELLS OR UNITIZED SWING JOINTS
(AS SPECIFIED ON DETAILS).
2. CONTRACTOR TO UTILIZE A AUTOMATIC DRAIN CHECK VALVE DEVICE
WHERE LOW HEAD DRAINAGE MAY OCCUR.
3. ALL TWO-WIRE CABLE TO BE MINIMUM SIZE OF 14-2 MAXI-CABLE
4. ALL TWO-WIRE CABLE TO BE INSTALLED IN 1" SCH 40 PVC
ELECTRICAL CONDUIT.
5. ALL ELECTRICAL CONDUITS OPENINGS TO BE FOAM SEALED.
6. ALL WIRE SPLICES TO BE MADE WITH 3M DBR/Y-6 CONNECTORS
MOUNTED IN A MINIMUM OF 10" CARSON VALVE BOX
7. ALL PIPING AND WIRING UNDER HARDTOPS WILL BE IN CLASS 200 PVC
PIPE SLEEVE.
8. LSP-1 SURGE ARRESTORS SHALL BE INSTALLED EVERY 300' OR EVERY 6
DECODERS (WHICHEVER IS SHORTER) ALONG TWO-WIRE PATH. LSP-1 SURGE
ARRESTORS SHALL ALSO BE INSTALLED AT ALL TERMINAL ENDS OF TWO-WIRE
CABLE PATHS (STAR CONFIGURATION). REFER TO DETAIL-O.
9. INSTALLATION CONTRACTOR SHALL ADHERE TO ALL MANUFACTURER
SPECIFICATIONS FOR TWO-WIRE CONTROL SYSTEM INSTALLATION (WIRE
SIZING, WIRE LENGTH OF RUNS, GROUNDING, ETC).
RAIN BIRD 150-PESB-PRS PLASTIC ELECTRIC REMOTE CONTROL SCRUBBER
VALVE, 1-1/2" SIZE, MOUNTED WITH SCH 80 PVC TRUE UNION BALL VALVE WITH
PRESSURE REGULATION DEVICES, MOUNTED WITH RAIN BIRD SINGLE STATION
DECODER (FD-101TURF). DETAIL-A.
RAIN BIRD 100-PESB-PRS PLASTIC ELECTRIC REMOTE CONTROL SCRUBBER VALVE,
1" SIZE, MOUNTED WITH SCH 80 PVC TRUE UNION BALL VALVE WITH PRESSURE
REGULATION DEVICES, MOUNTED WITH RAIN BIRD SINGLE STATION DECODER
(FD-101TURF). DETAIL-A.
NOTE:
ALL VALVE BOXES SHALL BE BLACK IN COLOR AND INSTALLED IN
LANDSCAPE BEDS (ANYTHING SHOWN IN TURF AREAS IS
DIAGRAMMATIC FOR READABILITY PURPOSES ONLY)
PIPE
2-WIRE COMMUNICATION WIRE TO
NEXT DEVICE, MOUNTED IN
1" SCH 40 ELECTRICAL CONDUIT
WITH SWEEP ELBOWS
NOTE: PLACE 3-FEET OF EXTRA WIRE IN EVERY
VALVE BOX FOR SERVICING
DBR-6 WATER PROOF
SPLICE CONNECTOR
CONTROL VALVE
CONTRACTOR TO INSTALL CHRISTIE MFG.
PLASTIC VALVE ID TAG
A
NTS
MAINLINE
CORRUGATED
LATERAL LINE
CLASS 200
10" PIPE
SCH. 80
UNION
T.O.E.
CARSON #1419 VALVE BOX
REC. WITH COVER (BOLT LOCKED)
SCH. 80 NIPPLE
SCH. 80 NIPPLE
T.O.E.
PVC
SCH. 80
ELL
SCH. 80
UNION BALL VALVE
SCH 80 PVC TRUE
RAIN BIRD PEB-PRS
ELECTRIC REMOTE
CONTROL VALVE
FINISH
GRADE
RAIN BIRD FD-101 DECODER
2-WIRE COMMUNICATION WIRE TO
NEXT DEVICE, MOUNTED IN
1" SCH 40 ELECTRICAL CONDUIT
WITH SWEEP ELBOWS
18" DEPTH GRAVEL, 3/4"
CRUSHED STONE
1/4" HEAVY DUTY PLASTIC
RESTRAINT STRAP
1/2" REBAR STAKE
GALVANIZED NIPPLE
(3" LENGTH)
10" CARSON VALVE BOX (#708)
o
FINISH GRADE
RAIN BIRD QUICK COUPLING VALVE
(1) SCH. 80 NIPPLE (3" LENGTH)
F
NTS
MAINLINE
SCH. 80 NIPPLE
(12" LENGTH)
(1) SCH. 80 ELL (90 )
(AS SPECIFIED IN LEGEND)
o
QUICK COUPLING VALVE
(1) SCH. 80 NIPPLE (3" LENGTH)
(1) SCH. 80 ELL (90 )
1/2"-3/4" CRUSHED STONE
12" DEPTH BELOW VALVE
WINTERIZATION ASSEMBLY. DETAIL-M.
1-1/2" IRRIGATION BACKUP WATER METER. SYSTEM REQUIRES 50
GPM @ 65 PSI. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO
VERIFY THE SYSTEM REQUIREMENTS AT SITE BEFORE STARTING
CONSTRUCTION.
POINT OF CONNECTION - DRIP LINE TUBING TO PVC PIPE, DETAIL-R,S.
RAIN BIRD DRIP VALVE ASSEMLBY #XCZ-100-PRB-COM (1") OR RAIN BIRD LOW
FLOW DRIP ZONE ASSEMBLY KIT (#XCZ-LF-100-PRF (FOR ZONES WITH FLOW
UNDER 3 GPM). 1" SIZE, SIZE NOTED ON PLANS. TO BE INSTALLED WITH RAIN
BIRD SINGLE STATION DECODER (FD-101). DETAIL-Q.
RAIN BIRD 1806-SAM, 6" POP-UP LAWN SPRAY SPRINKLER, 12' RADIUS, FULL-3.0
GPM, HALF-1.5 GPM, QUARTER-0.75 GPM, 30 PSI. DETAIL-C.
RAIN BIRD 1806-SAM, 6" POP-UP LAWN SPRAY SPRINKLER, 15' RADIUS, FULL-4.0
GPM, HALF-2.0 GPM, QUARTER-1.0 GPM, 30 PSI. DETAIL-C.
RAIN BIRD 1806-SAM, 6" LAWN POP-UP SIDE STRIP SPRAY SPRINKLER, 9' X 18'
RADIUS, 2.0 GPM, 30 PSI. DETAIL-C.
RAIN BIRD 1806-SAM, 6" LAWN SIDE STRIP SPRAY SPRINKLER, 4' X 30'
RADIUS, 1.5 GPM, 30 PSI. DETAIL-C.
RAIN BIRD 1806-SAM, 6" LAWN END STRIP SPRAY SPRINKLER, 4' X 15'
RADIUS, 1.0 GPM, 30 PSI. DETAIL-C.
RAIN BIRD 1806-SAM, 6" POP-UP LAWN SPRAY SPRINKLER, 10' RADIUS, FULL-1.6
GPM, HALF-0.8 GPM, QUARTER-0.4 GPM, 30 PSI. DETAIL-C.
RAIN BIRD 1806-SAM, 6" POP-UP LAWN SPRAY SPRINKLER, 8' RADIUS, FULL-1.1
GPM, HALF-0.55 GPM, QUARTER-0.28 GPM, 30 PSI. DETAIL-C.
H TRENCHING
NTS
CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE
12" 12" 18"
LATION SPECIFICATIONS.
TO BE INSTALLED
ACCORDANCE WITH
MANUFACTURER'S
ALL MAIN SUPPLY LINES
IN
INSTAL-
MAIN LINE
LATERAL
6-8"
18"
2"
12"
2"
12"
AND LOW-VOLTAGE WIRING
MAIN SUPPLY, LATERAL
SUPPLY
TO THE INSTALLATION OF PVC PIPING AND LOW VOLTAGE WIRING.
MAIN
LINE
LATERAL
12"
RAIN BIRD MAXI CABLE
IN 1" SCH 40 PVC
ELECTRICAL CONDUIT
1" SCH 40 PVC ELECTRICAL
CONDUIT WITH RAIN BIRD
MAXI CABLE
1" SCH 40 PVC ELECTRICAL
CONDUIT WITH RAIN BIRD
MAXI CABLE
NTS
K
COMMON WIRE TO VALVES
RAIN/FREEZE SENSOR
CONTROL WIRE TO VALVES
CONTROL
VALVE
PARAPET COPING
ANTENNA
1. LOCATE WHERE RAIN CAN FALL DIRECTLY INTO
SPRAY INTO SENSOR AREA.
INSTALL IN ACCORDANCE WITH MANUFACTURER'S
NOTE TO IRRIGATION CONTRACTOR:
AND WHERE IRRIGATION HEADS CANNOT
CONTROLLER
2.
SPECIFICATIONS.
DEVICE
SIGNAL RECEIVER
WIRELESS SENSOR
REMOTE
FREEZE SENSOR
WIRELESS RAIN AND
CONTROLLER
1. ALL WIRING TO BE INSTALLED
J
NTS
FLOOR
ROD GRID.
INSTALL ALL MANUFACTURER'S
PROTECTION AND GROUND
RECOMMENDED LIGHTNING
SEE CONTROLLER MANUAL FOR
AS PER LOCAL CODE.
MOUNTING INSTRUCTIONS.
3.
2.
120 VOLT
POWER AND
GROUND WIRES
CONDUIT
IRDBRAIN
NOTE:
6"
GRADE
FINISH
BOX WITH TERMINAL BLOCK TO INTERFACE
FIELD WIRING AND CONTROLLER
6" CHANNEL ELECTRICAL CONNECTION
WALL
CONTROLLER
RAIN BIRD
LIGHTNING PROTECTION
(3) 1-1/2" ELECTRICAL
CONDUITS
FOR TWO-WIRE MAXI-CABLE
AND GROUND WIRE
TWO-WIRE
MAXI CABLE
TO REMOTE
CONTROL
VALVES
1-1/2" SCH 40 ELECTRICAL
CONDUIT FOR #6-1 BARE
COPPER GROUND WIRE
WATTS #LF909-M1-QT-2", 2" REDUCED PRESSURE ASSEMBLY
BACKFLOW PREVENTER. DETAIL-N.
IRRIGATION LEGEND
ISOLATION BALL VALVEB
NTS
SCH 80 PVC TRUE
UNION BALL VALVE
SCH. 80 NIPPLE T.O.E.
(TYPICAL)
SCH. 80 ELL
CORRUGATED
10" PIPE
FINISH GRADE
(TYPICAL)
SCH. 80
NIPPLE
SCH. 80 NIPPLE T.O.E.
12" CARSON VALVE BOX
SCH 80 PVC TRUE UNION BALL VALVE, SIZED SAME AS MAINLINE, MOUNTED IN
CARSON VALVE BOX, DETAIL-B.
MAINLINE PIPE: 2" SIZE IF NOT NOTED. CLASS 200 PVC SOLVENT WELD PIPE
UTILIZING SCH 40 PVC SOLVENT WELD FITTINGS.
1/2"-3/4" CRUSHED STONE
12" DEPTH BELOW VALVE
SHRUB SPRAY
1/2" X 8" SCH. 80
RAIN BIRD 1812-SAM SERIES HI-POP
NTS
D
LATERAL LINE
PVC NIPPLE
(2) 1/2" MARLEX
STREET ELLS
(1) 1/2" MARLEX STREET ELL
FINISH
GRADE
RAIN BIRD 1812-SAM, 12" HI-POP SHRUB SPRAY SPRINKLER, 15' RADIUS, FULL-4.0
GPM, HALF-2.0 GPM, QUARTER-1.0 GPM, 30 PSI. DETAIL-D.
RAIN BIRD 1812-SAM, 12" HI-POP SHRUB SIDE STRIP SPRAY SPRINKLER, 9' X 18'
RADIUS, 2.0 GPM, 30 PSI. DETAIL-D.
RAIN BIRD 1812-SAM, 12" HI-POP SHRUB SIDE STRIP SPRAY SPRINKLER, 4' X 30'
RADIUS, 1.5 GPM, 30 PSI. DETAIL-D.
RAIN BIRD 1812-SAM, 12" HI-POP SHRUB END STRIP SPRAY SPRINKLER, 4' X 15'
RADIUS, 1.0 GPM, 30 PSI. DETAIL-D.
RAIN BIRD 1812-SAM, 12" HI-POP SHRUB SPRAY SPRINKLER, 12' RADIUS,
FULL-3.0 GPM, HALF-1.5 GPM, QUARTER-0.75 GPM, 30 PSI. DETAIL-D.
RAIN BIRD 1812-SAM, 12' HI-POP SHRUB SPRAY SPRINKLER, 10' RADIUS,
FULL-2.0 GPM, HALF-1.0 GPM, QUARTER-0.5 GPM, 30 PSI. DETAIL-D.
RAIN BIRD 1812-SAM, 12" HI-POP SHRUB SPRAY SPRINKLER, 8' RADIUS,
FULL-1.2 GPM, HALF-0.6 GPM, QUARTER-0.3 GPM, 30 PSI. DETAIL-D.
DRIP TUBING: RAIN BIRD XFS DRIPLINE DRIP TUBING, .6 GPH, 12" CENTERS,
STAKED EVERY TURN OR EVERY 4', INSTALL NETAFIM AIR RELIEF VALVE KIT IN
10" CIRCULAR VALVE BOX AT HIGH POINT OF EACH ZONE AND INSTALL NETAFIM
DRIP DRAIN VALVE(S) IN 10" CIRCULAR VALVE BOX AT LOW POINT(S) OF EACH
ZONE. DETAIL-R,S,T,U.
NOTE:
CONTRACTOR SHALL INSTALL RAIN BIRD DRIP OPERATION
INDICATOR KIT AT ENDS OF EACH DRIP ZONE AREA.
CISTERN PUMPING UNIT. WATERTRONICS MODEL
#SHFV-7C-(2.5K)-10/1STP-208-3-50-85 AUTOMATIC PUMP STATION
PRODUCING 50 GPM @ 85 PSI DISCHARGE. REQUIRES 460 VAC, 3
PHASE POWER. REFER TO SHEETS IP-302 AND IP-303.
HUNTER INDUSTRIES MP ROTATOR SERIES 3000, MOUNTED ON RAIN BIRD
1806-SAM SPRINKLER IN LAWN, 30' RADIUS, FULL-4.0 GPM, HALF-2.0 GPM,
QUARTER-1.0 GPM, 40 PSI, DETAIL-C.
HUNTER INDUSTRIES MP ROTATOR SERIES 2000, MOUNTED ON RAIN BIRD
1806-SAM SPRINKLER IN LAWN, 20' RADIUS, FULL-2.0 GPM, HALF-1.0 GPM,
QUARTER-0.5 GPM, 40 PSI, DETAIL-C.
HUNTER INDUSTRIES MP ROTATOR SERIES 3000, MOUNTED ON RAIN BIRD
1812-SAM SPRINKLER IN BED AREA, 30' RADIUS, FULL-4.0 GPM, HALF-2.0 GPM,
QUARTER-1.0 GPM, 40 PSI, DETAIL-D.
HUNTER INDUSTRIES MP ROTATOR SERIES 2000, MOUNTED ON RAIN BIRD
1812-SAM SPRINKLER IN BED AREA, 20' RADIUS, FULL-2.0 GPM, HALF-1.0
GPM, QUARTER-0.5 GPM, 40 PSI, DETAIL-D.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 28.5
AutoCAD SHX Text
AutoCAD SHX Text C
P
NIPPLE
SCH. 80
WINTERIZATION ASSEMBLY
NTS
SCH. 80 UNION
SYSTEM
MAINLINE
12" PIPE
CORRUGATED
M
SCH. 80 ELL
NIPPLE T.O.E.
SCH. 80
GALVANIZED NIPPLE
QUICK COUPLING VALVE
SCH. 80 UNION
SOURCE
TO WATER
FINISH GRADE
BRASS GATE VALVE
SCH. 80 NIPPLE
12" CARSON VALVE BOX
T.O.E.
1/2"-3/4" CRUSHED STONE
12" DEPTH BELOW VALVE
TWO-WIRE CABLE TO NEXT
DEVICE INSTALLED IN 1" SCH
40 ELECTRICAL CONDUIT
O
NTS
SURGE PROTECTION
TO TWO-WIRE PATH
NOTES:
1. LSP-1 SHOULD BE INSTALLED EVERY 500 FT ON TWO-WIRE PATH OR EVERY 8
DECODERS (WHICHEVER IS SHORTER).
2. LSP-1 TO BE INSTALLED AT END OF WIRE RUN THAT TERMINES IN THE FIELD
(STAR CONFIGURATION).
BLUE WIRE FROM LSP-1
BRICK (1 OF 2)
3-INCH MIN. DEPTH OF 3/4"
WASHED GRAVEL
LSP-1TURF M10008 LINE SURGE
PROTECTION
DBR/Y-6 WATER PROOF CONNECTION
(1 OF 2)
GREEN/YELLOW WIRE FROM LSP-1
TO GROUND ROD (1 OF 2)
GROUNDING ROD:
50 OHMS OF LESS
10" CARSON ROUND VALVE BOX (#708)
FINISH GRADE
CONTROLLER GROUNDING
GROUNDING TO BE INSTALLED AS PER
ASIC GUIDELINES WITH GROUNDING PLATE.
IRRIGATION CONTROLLER
COPPER Ground Plate
EARTH CONTACT MATERIAL
PAIGE ELECTRIC PN: 182007
PAIGE ELECTRIC PN: 182199L
SATELLITE GRID AND COMPUTER
6 AWG BARE COPPER WIRE TO EACH
CENTRAL CONTROLS.
SIDE VIEW
GROUND ROD
12" 36"
CADWELD CONNECTION
NOTE
WITH POWERFIL CHEMICAL
10" AMETEK VALVE BOX
4"
TOP VIEW
10'
8'
10'
PREFORATED PIPE IN CENTER OF THE GROUNDING
GRID AND FILL WITH POWERFIL GROUND TREATEMENT.
IDEALLY THE PIPE SHOULD BE AS DEEP AS THE
WIRE TO THE IRRIGATED AREA, INSTALL 100mm
ACHIEVED WITH THE GROUND GRID AND BARE
IF 10 OHMS OR LESS RESISTANCE CAN NOT BE
GROUND RODS. BARE COPPER WIRE SHALL EXTEND
AT LEAST 100' INTO IRRIGATION AREA.
TREATMENT. EACH END COVERED
100mm CAPPED PERFORATED PIPE
COPPER Ground Plate
PAIGE ELECTRIC PN: 182199L
6 AWG BARE
COPPER WIRE
SWEEP ELL
(1-1/2" OR LARGER)
IRRIGATION CONTROLLER
P
C
NTS
COPPER WIRE
6 AWG BARE
6 AWG BARE
COPPER WIRE
RPA BACKFLOW DEVICE
IN REFERENCE TO PIT CONSTRUCTION, INSTALLATION AND VENTING
SOURCE
TO WATER
NTS
REDUCED PRESSURE PRINCIPLE
BACKFLOW PREVENTER
PLASTIC VALVE BOX
WITH LID (TYP.)
BRASS ISOLATION
GATE VALVE
OF BACKFLOW PREVENTION DEVICE.
CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES
MAINLINE
SYSTEM
BLOCK (TYP.)
THRUST
FINISH
GRADE
INSULATED
FIBERGLASS
ENCLOSURE
COPPER
NIPPLE (TYP.)
COPPER
ELL (TYP.)
UNION (TYP.)
COPPER
IN
FLOW
OUT
N
CONTRACTOR TO PROVIDE HEAT TAPE WITH
THERMOSTAT CONTROL
THERMOSTAT HEAT
TAPE, 120 VAC/8 AMP
1" SCH 40 PVC ELECTRICAL
CONDUIT WITH JUNCTION
BOX (DUAL OUTLETS), 120
VAC POWER, REFER TO
ELECTRICAL DRAWINGS.
4" CLASS 200 PVC
DRAIN PIPE WITH
FLOOR PLATE
#57 GRAVEL SUMP,
2 CUBIC YARD, WRAPPED
WITH FABRIC
3/4" GATE VALVE
DRAIN WITH 1 CU.
FT. GRAVEL SUMP
IRRIGATION DRIPLINER
NTS
VALVE IN EMITTER BOX
AIR/VACCUM RELEASE
AT ZONE HIGH POINT.
PER FLOW DEMAND.
PIPING - SIZE
PVC DRIP LATERAL
12"
TYPICAL.
GPH FLOW.
PVC LATERAL -
AT 12 IN DEPTH MIN. REFER TO
IRR. PLAN FOR SIZE.
LEGEND FOR EMITTER SPACING &
DRIPPERLINE - REFER TO IRR.
PRESSURE COMPENSATING
SHRUB - SPACING
TRIANGULAR SPACING - TYPICAL.
DRIPPERLINE EMITTER -
VALVE BOX AT ZONE LOW POINT.
ELECTRIC REMOTE CONTROL DRIP
BOX. REFER TO LEGEND
VALVE WITH FILTER IN VALVE
SP
AC
IN
G
-1
8"
SCH 200 PVC MAINLINE
SPACING FLUSH/DRAIN VALVE IN 10 IN DIA.
NTS
AIR/VACUUM RELIEFU
NTS
LINE FLUSHING VALVET
12" DEEP
WASHED GRAVEL
BRICK SUPPORTS
(THREE)
12" DEEP
WASHED GRAVEL
STAINLESS STEEL
CLAMPS
POLY TUBING CLAMPED TO
PVC INSERT FITTING
BRICK SUPPORTS (THREE)
3/4" SCH 80 RISER (LENGTH AS
REQUIRED)
3/4" PVC COUPLING (TxT)
3/4"M x 1/2"F TxT
REDUCTION BUSHING
NETAFIM AUTOMATIC AIR / VACUUM
RELIEF VALVE
10" ROUND CARSON
VALVE BOX
FINISH
GRADE
10" ROUND CARSON
VALVE BOX
TEE
SHUT-OFF VALVE #XXXX
(BLANK TUBING MAY BE
ATTACHED TO OUTLET)
LATERAL (OR EXHAUST
HEADER)
BLANK TL (TYP.)
COMPRESSION RING
NETAFIM AUTOMATIC LINE FLUSHING
VALVE
DRIP EMITTER
NTS
EMITTER MOUNTING DETAIL
S
4" OF MULCH COVER
DRIPLINE MOUNTED WITH
DRIPLINE STAKE
ON 4' CENTERS
2" OPEN TRENCH
PVC TO DRIPLINE
ADAPTER
MINIMUM 4" DEPTH
BELOW GROUND LEVEL
SCH 40 PVC ELBOW
DRIPLINE PVC LATERAL
PIPING
DRIP POLY ELBOW
FINISHED GRADE
NOTE:
CONTRACTOR SHALL INSTALL RAIN BIRD DRIP OPERATION
INDICATOR KIT AT ENDS OF EACH DRIP ZONE AREA.
RAIN BIRD XCZ-100-PRB-COM DRIP VALVE
ASSEMBLY (OR XCZ-LF-100-PRF, LOW FLOW
DRIP VALVE ASSEMBLY)
Q DRIP ASSEMBLY
CONTRACTOR TO INSTALL CHRISTIE MFG.
PLASTIC VALVE ID TAG
MAINLINE
UNION
SCH. 80
18" DEPTH GRAVEL, 3/4" CRUSHED STONE
ELL
PVC
SCH. 80
UNION BALL VALVE
GRADE
SCH 80 PVC TRUE
FINISH
SCH. 80
DBR/Y-6 WATER PROOF
SPLICE CONNECTOR
2-WIRE COMMUNICATION WIRE TO
NEXT DEVICE, MOUNTED IN
1" SCH 40 ELECTRICAL CONDUIT
WITH SWEEP ELBOWS
2-WIRE COMMUNICATION WIRE TO
NEXT DEVICE, MOUNTED IN
1" SCH 40 ELECTRICAL CONDUIT
WITH SWEEP ELBOWS
NOTE: PLACE 3-FEET OF EXTRA WIRE IN EVERY
VALVE BOX FOR SERVICING
RAIN BIRD FD-101 DECODER
CARSON #1418 VALVE BOX
NOTE:
ALL VALVE BOXES SHALL BE BLACK IN COLOR AND INSTALLED IN
LANDSCAPE BEDS (ANYTHING SHOWN IN TURF AREAS IS
DIAGRAMMATIC FOR READABILITY PURPOSES ONLY)
C :\W or ki ng \S ou th
C an to n
Pa rk
\5 -2
5\
SC
P-irr -b as e_
5-
.d w g
(IP
-3
) P lo tte d on
M ay
5,
- 1 2:
pm b y cj un e checked by:
project number:
contact:
drawn by:
s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s
1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e
Copyright. All rights reserved. Reproduction in whole or in part is prohibited. This drawing as an instrument of service is the property of TSW and may not be used in any way without the written permission of this office.
p r o j e c t i n f o r m a t i o n
IRRIGATION DETAILS
IP-301
ICS
AW
DA
24074
CITY OF CANTON
770.720.7674
CANTON, GA 30114
SOUTH CANTON
PARK
APRIL 30, 2025
100% CONSTRUCTION DOCUMENTS
CANTON, GA 30114
110 ACADEMY STREET
2939 MARIETTA HWY
AutoCAD SHX Text
AutoCAD SHX Text
LOCAL AUTHORITIES FOR APPROVAL BEFORE STARTING CONSTRUCTION.
IRRIGATION CONTACTOR SHALL SUBMIT BACKFLOW DETAIL TO
or ki ng \S ou th
C an to n
Pa rk
\5 -2
5\
SC
P-irr -b as e_
5-
.d w g
(IP
-3
) P lo tte d on
M ay
4,
- 1 2:
pm b y cj un e checked by:
project number:
contact:
drawn by:
s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s
1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e
Copyright. All rights reserved. Reproduction in whole or in part is prohibited. This drawing as an instrument of service is the property of TSW and may not be used in any way without the written permission of this office.
p r o j e c t i n f o r m a t i o n
IRRIGATION DETAILS
IP-302
ICS
AW
DA
24074
CITY OF CANTON
770.720.7674
CANTON, GA 30114
SOUTH CANTON
PARK
APRIL 30, 2025
100% CONSTRUCTION DOCUMENTS
CANTON, GA 30114
110 ACADEMY STREET
2939 MARIETTA HWY
STATION COMPONENTS:
A 10HP PUMP AND MOTOR
B LOW LEVEL FLOAT
C LEVEL TRANSDUCER
D PRESSURE TRANSDUCER W/ GAUGE
E PUMP FLOW SENSOR
F DISCHARGE ISOLATION VALVE
G FILL FLOW SENSOR
H PAINTED STEEL ENCLOSURE (SANDSTONE)
I HIGH VOLTAGE POWER BOX
J AUTOMATIC FILTER W/ 100 MICRON SCREEN
K FILTER FLUSH VALVE
L 1HP SUMP PUMP
M SUMP PUMP CHECK VALVE
N NEMA 4x LOW VOLTAGE ELECTRICAL J-BOX
O DISCONNECT SWITCH
P PAINTED STEEL BASE (SANDSTONE)
Q OPTO COUPLER
R SOUND INSULATION
S 240CFM FAN, HOOD MOUNTED
T SOLENOID VALVE FOR TANK FILL
PUMP STATION SPECIFICATIONS:
NAME: SOUTH CANTON PARK - OPTION A
STATION MODEL: SHFV-7C-(2.5K)-10/1STP-208-3-50-85
STATION TOTAL PERFORMANCE: 50GPM @ 85PSI
PUMP HORSEPOWER:
PUMP NO.1 10HP (3600RPM)
POWER REQUIREMENTS: 208V, 60HZ, 3PHZ, 35 FLA
STATION DISCONNECT SIZE: 60AMP
NOTES:
1. CONCEPT ONLY DRAWING NOT TO SCALE.
2. DO NOT RULER OR MEASURE IN A-CAD SPACE.
3. DO NOT RULER DRAWING.
4. ALL WIRE AND CONDUIT FROM REMOTE COMPONENTS
TO CONTROL PANEL NOT SUPPLIED BY WATERTRONICS.
5. INSTALLATION OF PUMP EQUIPMENT SHALL BE BY EXPERIENCED
AUTOMATIC PUMP/CONTROLS CONTRACTOR.
WIRE SCHDULE:
LEVEL SENSOR: 18AWG (2) COND. SHIELDED 500FT MAX
LEVEL FLOAT: 14AWG (2) COND.DESCRIPTION OF OPERATION:
PUMP WILL START VIA PRESSURE DROP SENSED
IN WATER MAINLINE AND REGULATE A CONSTANT
PRESSURE AT VARIABLE FLOW RATE. PUMP WILL RETIRE
BASED UPON AN ADJUSTABLE MINIMUM WATER DEMAND (FLOW)
AND SUSTAINED REGULATE PRESSURE.
WATER WILL BE DRAWN OUT OF TANK. ONCE USER ADJUSTABLE
LEVEL SETPOINT IS SATISFIED THE PRESSURIZED FILL VALVE WILL OPEN ALLOWING WATER
TO ENTER INTO THE STORAGE TANK. WATER LEVEL CONTROLS WILL BE SET SO
TO MAINTAIN A LOW WATER LEVEL IN THE TANK, LEAVING THE MOST AMOUNT OF
ROOM TO HARVEST THE NEXT RAINFALL EVENT. IF TANK LEVEL CONTINUES TO
DROP WITH FILL VALVE OPEN, PUMP WILL SHUT DOWN ON LOW LEVEL ALARM.
PUMP WILL RE-ENABLE UPON USER ADJUSTABLE ALARM RE-SET LEVEL. FILL
VALVE WILL REMAIN OPEN AND OPERATE INDEPENDENTLY OF PUMP ALARM LOGIC.
PUMP SYSTEM WILL TOTALIZE ALL WATER PUMPED AND ALL PRESSURIZED MAKE UP WATER USED.
AUTOMATIC DISCHARGE FILTRATION SHALL BE FLUSHED UPON (3) INPUTS.
DIFFERENTIAL PRESSURE, TOTAL GALLONS PUMPED, AND TIMED INTERVAL WHICHEVER
OCCURS FIRST. FILTER SHALL ALSO HAVE ALARM AFTER (3) FLUSH CYCLES AND
PRESSURE DIFFERENTIAL IS NOT RESTORED TO CLEAN SCREEN.
SYSTEM SHALL HAVE THE FOLLOWING ALARMS AT MINIMUM
-HIGH DISCHARGE PRESSURE
-LOW DISCHARGE PRESSURE
-VFD FAULT
-LOW LOW LEVEL SHUT DOWN (HARD FAULT)
-LOW LEVEL ALARM (SOFT FAULT)
-FILTER ALARM
-PIPE FILL ALARM (SYSTEM CAN NOT PRESSURIZE)
-LOSS OF PHASE OR PHASE REVERSAL
-HIGH VOLTAGE
-LOW VOLTAGE
-CONTROL POWER ALARM
CONTROL PANEL TO INCLUDE:
-COLOR TOUCHSCREEN OPERATOR INTERFACE
-FILTER CONTROLS AND DISPLAY
-FLOW SENSOR DISPLAY AND TOTALIZERS
-PSI DISPLAY AND SET POINTS
-AUTO RE-ENABLING OF PUMP BASED UPON WATER AVAILABILITY
-PUMP RUNNING STATUS & RUN-TIME HRS
-LEVEL CONTROLS AND DISPLAY IN "INCHES" & "GALLONS"
-USER ABILITY TO ADJUST ALL SYSTEM PARAMETERS
-VFD PRESSURE REGULATION FOR ENERGY EFFICIENCY
-BRANCH CIRCUIT PROTECTION
-U.L. 508 LISTED CONTROL PANEL ASSEMBLY
-PROGRAMABLE PLC "programable logic controller"
-FUSABLE MAIN DISCONNECT
-HOA (hand, off, auto) SWITCH FOR PUMP
-SERIAL MODBUS PLC CAPABILITY
-REMOTE SHUT DOWN CAPABILITY
DETAIL A
CONCRETE ANCHOR
BOLTS (x4) LOCATIONS 69"
42"
45.5"
SEE DETAIL A
5'-9" BASE
3'-6"
BASE
6'-9" SLAB
4'-6"
SLAB
3FT CLEAR
1'-5" LOW LOW
LEVEL ALARM
1'-7"
LOW LEVEL ALARM
RE-SET = +2.0"
LEVEL<2'-0" OPEN LEVEL
LEVEL>2'-1" CLOSE LEVEL
WELL FILL VALVE
DO NOT SET FILL VALVE LEVEL
ABOVE TANK OVERFLOW ELEVATION!!
2" SCH 80 PVC PRESSURIZED
FILL PIPE
3'-11 7 16"
USER ADJUSTABLE LEVEL
FOR SUMP PUMP ACTIVATION
0'-101 4"
36-30-2030
36-30-1525
31-17-2112
CONTROL CABINET
36-30-2030 36 -3
0-
36-30-2030 36 -3
0-
36-30-1525
36-30-1525
31-17-2112
36-30-2030
WATERTRONICS
PSI
36-30-2030 36 -3
0-
36-30-2030 36 -3
0-
3" FILTER FLUSH (SCH 80
PVC PIPE) TO NEAREST DRAIN
2" DOMESTI WATER TO TANK FILL
3" SCH 80 PVC PUMP
INTAKE PIPE
3" CLASS 200 PVC PIPE TO IRRIGATION
2" SCH 80 PVC PIPE TO TANK
FROM DOMESTIC BACKUP WATER
A
C B
D E FG
H
I
J K
N
O
P
S
T
2" SCH 80 PVC PIPE FROM
SUMP PUMP TO NEARST DRAIN
M L
NTS
CISTERN PUMPING UNITV
2" CLASS 200 PVC MAINLINE
TO IRRIGATION SYSTEM
2" CLASS 200 PVC DOMESTIC
CISTERN MAKEUP WATER LINE3" SCH 80 PVC PIPE, FILTER
FLUSH TO NEAREST DRAIN
1" SCH 80 PVC ELECTRONCIAL
CONDUIT FOR CISTERN LEVEL
CONTROL SIGNAL WIRING
1-1/2" SCH 80 PVC ELECTRONCIAL
CONDUIT FOR SUMP PUMP
POWER WIRE
6" THICK CONCRETE REINFORCED
PAD, 3000 PSI RATED WITH 12" FOOTERS
AND 3/4" REBAR SUPPOR, 12" OC SPACING
or ki ng \S ou th
C an to n
Pa rk
\5 -2
5\
SC
P-irr -b as e_
5-
.d w g
(IP
-3
) P lo tte d on
M ay
4,
- 1 2:
pm b y cj un e checked by:
project number:
contact:
drawn by:
s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s
1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e
Copyright. All rights reserved. Reproduction in whole or in part is prohibited. This drawing as an instrument of service is the property of TSW and may not be used in any way without the written permission of this office.
p r o j e c t i n f o r m a t i o n
IRRIGATION DETAILS
IP-303
ICS
AW
DA
24074
CITY OF CANTON
770.720.7674
CANTON, GA 30114
SOUTH CANTON
PARK
APRIL 30, 2025
100% CONSTRUCTION DOCUMENTS
CANTON, GA 30114
110 ACADEMY STREET
2939 MARIETTA HWY
Water Conservation & Distribution System Specification Project Name: South Canton Park Project Location: Canton, Georgia System Model No.: SHF-7A-(2.5K)-10V/1STP-208-3-50-85 Design Flow: 50 GPM @ 85 PSI Station Discharge
SCOPE OF WORK
It is the intention of this specification to describe an automatic water harvesting and distribution system for a commercial irrigation application. Design, fabrication, testing, and commissioning shall be the sole responsibility of the system manufacturer / integrator. The pump station shall provide non-potable water filtered and treated to the design parameters as noted on the plans to the system while simultaneously maintaining a constant discharge pressure by using a prefabricated pump station with variable frequency drive (VFD) pump(s) for pressure regulation, under varying flow conditions up to the maximum specified capacity. All components shall be obtained from a single rainwater harvesting system manufacture.
SECTION 1: GENERAL & MFG REQUIREMENTS
1.1 The prefabricated pump station shall have a minimum capacity and discharge pressure at skid edge as described on the plans. The main pumps shall operate at no more than 3600 RPM.
1.2 The pump station and all controls/control logic shall be completely wired, piped, hydraulically, electrically, and flow tested to full station capacity at factory prior to shipment to job site. Documentation of dynamic test shall be verified by owner prior to pump station shipment upon request.
1.3 Water harvesting system installing contractor(s) shall be responsible for installation of all equipment indicated on Watertronics drawing number PRSH11679. Material purchase included in the rainwater harvesting system shall not be split into multiple disciplines due to its location on the property. Mechanical plumbing installing contractor shall coordinate with electrical installing contractor due to said system containing both mechanical and electrical components. General contractor shall oversee all aspects of installation and coordinate all sub-contractors on site. Contractor shall maintain entire system until completion of project as agreed upon between owner and contractor.
Maintenance shall include, but is not limited to, freeze protection, protection from damage, access to or into structures by non-contractor or non-qualified personnel.
1.4 Complete water harvesting system shall be provided by a single source manufacture/integrator. Individual component sourcing from multiple vendors shall not be permitted on this job due to complexity of design and responsibility of overall operation and function. Manufacture/Integrator shall be responsible for operational sequence of system and material warranty. Manufacture / Integrator shall employ individuals capable of PLC programming and modification and have a minimum of 10yrs experience in automated control of pumping, filtration, and water level. The manufacture / integrator shall also be responsible for providing installation observation (if requested) of entire system and execute first time commissioning of equipment.
1.5 Should the contractor, through normal course of work find any discrepancies between contract documents and site conditions, or any omissions or errors, it is the contractor's duty to inform specifying engineer in writing immediately for proper clarification. Any work done after discovery without clarification or approval shall be done at contractor's own risk. Any deviation from design drawings, contract documents, and specifications must be approved by specifying engineer prior to change. Continuation without written approval shall be at contractor's own risk.
1.6 All equipment for water harvesting system shall be pre-approved before purchase by specifying engineer.System design based upon Watertronics Sky Harvester. All documents must be furnished minimum of 10 days prior to bid date for consideration as an equal. Late submittals will not be accepted. Required documents listed below (a-g).
a. A complete specification and submittal of all major components for the proposed system.
b. A detailed system design drawing complete with component location, sizes and dimensions specific to the installation and matching the specifications herein.
c. A complete electrical schematic for all high and low voltage circuits showing breaker/ fuse sizing, wire numbering and color.
d. System manufacturers U.L. file number for the electrical control panel.
e. A copy of the manufacturer's certificate of insurance in excess of $1,000,000.
f. Product support technicians shall be capable of accessing all information pertaining to the system equipment, e.g. electrical schematics, pump curves, program data, bill of materials, etc. The manufacturer shall have no less then two technicians on call seven days a week. Verify with Names, Addresses, and Phone Numbers.
g. The system manufacturer shall provide factory authorized or factory direct service personnel for the start-up, preventative maintenance and general service of the system. A factory authorized or factory direct service technician must be located within one-hundred (100) mile radius of the project site. The systems technician must have a minimum of 5 years experience. The manufacturer shall provide technical phone support twenty-four hours a day seven days a week. Verify with Names, Addresses, and Phone Numbers.
SECTION 2: U.L. LISTED CONTROL PANEL, LOGIC AND SENSORS
2.1 General Watertronics U.L. File Number E142155
The water harvesting electrical controls shall be mounted in a self-containing NEMA 4 enclosure fabricated from not less than 12 gauge steel. Door gasket seals shall be neoprene sponge, sufficient to protect interior components from weather and dust. The electrical panel doors shall be constructed from 12 gauge steel with integral latches.
All external operating devices shall be dust and weatherproof. All internal components of the enclosure shall be mounted on a removable back panel. Mounting screws for components shall not be tapped into the enclosure wall. No pressure gauges, pressure switches, water activated devices, or water lines of any sort shall be installed in any electrical control panel. The control panel shall be designed, built, tested and U.L. listed by the system manufacturer.
2.2 Main Disconnect
A three-pole, main station disconnect shall be contained within the NEMA 4 control enclosure. Disconnect shall be non-fused and isolate all power to the control enclosure. The disconnect shall have an operating handle mounted in the enclosure door, mechanically interlocked to prevent entry while disconnect is in ON position.
2.3 Variable Frequency Drive (VFD)
The variable frequency drive shall be IGBT based with selectable carrier frequency up to 15 KHZ. The VFD shall include terminals for incoming power, motor output power and control terminals.
The VFD shall generate a sine-coded, variable voltage / frequency, three phase output for optimum speed control. The VFD shall incorporate power loss ride-through for a minimum of 2 seconds. VFD protective features shall include current limit, auto restart, short circuit protection, electronic motor overload protection and ground fault protection.
The VFD shall have a push button programming display for easy access to operation parameters. The VFD shall be protected on the primary side a breaker of the appropriate amperage. Overload capacity: 120% rated output current for one minute, Voltage Fluctuation: +10%, -15%, Sine wave, PWM, with full range, and automatic torque boost, Frequency Control Range: 0.5 to 500Hz, Frequency Accuracy: Digital 0.01Hz, Analog 0.1%, Motor overload protection, Instantaneous over current of 180% of rated output current, Over voltage at 820VDC if 460V input, Under voltage: user adjustable, Momentary Power Loss: up to 2 second ride through, Electronic Ground Fault, LED capacitor charge indicator, Input Phase loss alarm, Ambient temperature range of 0 to 50 degrees C, Humidity of 95% non-condensing.
2.4 Control Transformer
A control transformer shall provide 120 volt power to the pump station controls. The control transformer shall be protected on primary and secondary sides with appropriately sized fuses. No load other than the pump controls shall be supplied by the control transformer.
2.5 N/A
2.6 Secondary Control Circuit Breakers
Single pole secondary distribution breakers with appropriate ratings shall supply power to each pump starter coil circuit, the control system and to other circuits as specified.
2.7 Main Panel Power and Motor Phase Monitor
The incoming power and each motor shall be protected by a phase loss / low voltage system dropout relay to de-energize the pump station control circuit or motor contactor if either a phase failure, phase reversal or low voltage condition occurs. If after attempted automatic re-starts the phase failure/low voltage alarm condition remains, the alarm must be manually reset. Individual motor overloads will also act as phase monitors for each motor.
2.8 Corrosion Inhibiting Modules
Corrosion inhibiting modules shall be installed in all electrical enclosures in accordance with the manufacture's recommendations.
2.9 Control Logic
The system sequence controller shall be an industrial grade PLC with diagnostic LEDs for monitoring of discrete inputs and outputs. Not less than two additional analog inputs and outputs shall be standard for monitoring and control purposes. The PLC shall contain RS232 and RS485 communication ports for monitoring and programming purposes.
The PLC shall contain an EEPROM, battery backed RAM and non-volatile memory for storage of critical configuration data. The PLC will have a high speed counter, clock and calendar function with year, month, day, hour, minute, and day of week.
2.9a Automatic Pressure Regulation Based On Variable Flow
The system controls shall be capable of changing the regulated downstream pressure while in operation, based on discharge flow or discrete input. The system controls shall also be capable of up to six, user adjustable pressure regulation set points based on discharge flow or one additional set point based on a discrete input. In addition to adjustment of downstream pressure, the controls shall be capable of up six pressure regulation algorithms to insure accurate pressure regulation regardless of regulated pressure, discharge flow or connected pump combination.
2.9b N/A
2.9c Alarms
Controls shall shut down the pump station and / or related components in the event of the following alarm conditions. The controls shall attempt to restart the system after alarm shutdown or loss of power to minimize loss of water. After a user adjustable number of attempts to re-pressurize the system, the controls will go into hard shut down and remain there until manually reset unless otherwise stated in description of operation on drawing.
1. Low discharge pressure cutout. Pressure remains 20 PSI below regulate set point for 240sec (adjustable).
2. High discharge pressure cutout. Pressure remains 11 PSI above regulate set point for 120sec (adjustable).
3. High or low voltage, loss of phase, or phase reversal. (Power alarm not adjustable)
4. Low water level cutout (soft alarm) re-sets at user defined level or (3) re-try (40sec. adjustable)
5. Low water level cutout (hard shutdown) instant shut off of pump system.
6. Starter fail cutout. Output to starter is not met with corresponding running input for set time delay. Indicates overload, phase imbalance or control fuse.
7. VFD fault and VFD bypass status.
8. High pump volute temp alarm (used only with HC pumps) above 120deg for 15 sec.
9. Automatic Filter alarm. Filter flush to restore to clean screen psi differential (3) attempts. After 3rd, hard shutdown.
10. Control Panel power alarm. Loss of control panel low voltage circuit power
11. Pipe Fill Alarm. System unable to pressurize @ 1psi/ 10sec in 900sec.
8.2 Filtration System
The pump station shall be equipped with a filtration system to assure a clean water supply to the water distribution system. The filtration shall consist of individual barrels containing removable filter elements. The number of barrels, the specific filter model number and filter screen micron rating shall be called out on the plans. Each removable filter element shall consist of a course screen in series with a fine screen. The fine screen shall be flushed periodically to remove accumulated debris. A canister, basket, wye, cartridge, bag, or any other filter that requires disassembly for cleaning is not acceptable. Adding an automatic blow off port to these types of filters is also not acceptable and not recognized as a self-cleaning automatic flushing filter.
Flushing initiation shall be a timed interval, total gallons pumped user adjustable, and a pressure drop across the screen, also user adjustable. Flushing control shall be governed by the pump station PLC. Separate flushing controls shall not be accepted.
Flushing action shall be initiated by an electronically actuated butterfly valve or adjustable solenoid. Using a hydraulic diaphragm valve as the filter flush valve is not acceptable.
To assure tolerance to dirty water, electric butterfly valve shall open/close at a programmed rate to eliminate excessive pressure drop or pressure spike.
Operation: Water shall flow into the 316 stainless steel or composite filter body and through the 316 stainless steel filtering screen from the inside out allowing blocked contaminates to accumulate on the inside surface of the filtering screen. Differential pressure across the filtering screen shall be continuously monitored as the filter cake builds on the inside of the filtering screen. The differential pressure across screen shall be monitored using a pressure transducer upstream and downstream of the filter assembly.
Using a differential pressure switch is not acceptable. The pump station control logic shall have the capability of graphically tracking the pressure across the filter for troubleshooting purpose locally at the pump station through the touch screen operator interface device and through the remote monitoring and control software. When the differential pressure reaches an adjustable threshold (recommended at 7 psi) a flush cycle shall be initiated by the opening of the electric butterfly valve. The opening of the flush valve drops the pressure inside the drive chamber allowing flow to reverse through the suction scanner nozzles. The suction scanner nozzles transfer this reduced pressure at the nozzle location onto the inside of the filtering screen surface. This reduced pressure on the inside of the filtering screen creates a reversed flow through the filtering screen, pulling the containments off the screen, back through the suction scanner nozzles and out the flush valve. Once the nozzles have traversed and cleaned the entire screen surface, the flush valve shall close stopping the flush cycle.
The drive mechanism of the filter shall not consist of electric motor, or limit switches to return the drive mechanism to its start position. The drive mechanism shall allow the suction scanner nozzles to traverse across the screen and return to their start position, and if required, to continue this cycle indefinitely without interrupting the flush flow. A hydraulic motor directly attached to the suction scanner shall drive the suction scanner.
The filter screen element shall be 316 stainless steel with micron opening size called out for on the plans. The filter housing and cover shall be manufactured from 316 stainless steel or composite and shall be manufactured to ASME standards but not stamped unless called for.
SECTION 9: PAINTING
Painting of the entire unit shall consist of a multistep coating system including metal preparation, a rust prohibitive epoxy prime coat and a two part ultraviolet insensitive polyurethane finish having a total dry film thickness of not less than 5 mils. Each coat will be applied and baked for one half hour at 165 degrees F. All pump station components including skid, manifolds, isolation and relief valves, grooved clamps and supports shall be painted medium green. All electrical enclosures and accessory panels and tanks shall be appliance white.
SECTION 10: TESTING
The system manufacturer shall conduct and document a complete factory dynamic test of the pump station prior to shipment. Pump station shall be tested throughout the entire operating range at the net discharge pressure called for in the technical specifications. Individual pump pressure, flow, RPMs, volts, amps, KW and power factor shall be documented for verification by the consulting engineer or owners' representative prior to delivery upon request.
SECTION 11: ON SITE SYSTEM STATION START UP
Technical start up shall be furnished by the system manufacturer or a qualified, Watertronics certified service agency. Location and mounting details shall be furnished by the pump station manufacturer. Electrical connection, by purchaser, shall consist of a single conduit from owners disconnect to the pump station main disconnect. Additional purchaser responsibility shall include securing all local inspection / approval. All wiring to remote devices shall be done by installing contractor and be completed prior to system start up. Owner, contractor, or owner's representative shall contact Watertronics PSN @ 262-367-5000 (14) days before required start up and insure that site it ready for complete operation of system as designed.
Technical start up procedures shall include, but not limited to the following:
a. Station start up and pressurization.
b. Pressure, flow and programming adjustments.
c. Monitoring of complete operational cycle…
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