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

C an to n

Pa rk

\5 -2

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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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