Addendum_#1_-_Clay_Co_FS24_-_Landscape_(2026_02-17).pdf
PDF 2 MB Posted
- Attached to
- Construction of Clay County Fire Station No. 24
- Solicitation number
- 25/26-042
- Issued by
- Clay County, Harold CDP, Florida
About this file
This is Addendum #1 to the landscape and irrigation design documents for Clay County Fire Station No. 24, located at 1075 County Road 226 in Green Cove Springs, Florida. The addendum revises the landscape plan (L1.1) and irrigation details (I2.1) documents dated January 2, 2026, incorporating changes effective February 17, 2026. The project encompasses comprehensive landscape and irrigation installation for the approximately 16,633-square-foot fire station facility on a 6.95-acre site. The landscape work includes site grading, sodding of all disturbed areas with Bahia sod, tree protection measures with barricading, and planting of specified ornamental vegetation. The irrigation system design provides 100 percent coverage of landscaped areas through a combination of spray heads, bubblers, and drip line systems operating from a well and pump system supplied by others, requiring a minimum flow of 20 gallons per minute at 50 pounds per square inch. The irrigation schedule specifies watering zones with operation on scheduled days, ranging from 12 to 14 minutes per zone with weekly precipitation rates between 1.44 and 1.78 inches per hour.
The irrigation system installation requires 2,502 linear feet of PVC Class 200 SDR 21 lateral piping installed 12 inches below final grade and 669.2 linear feet of mainline piping installed 18 inches below grade, along with 291.7 linear feet of Schedule 40 PVC sleeves for roadway and hardscape crossings. The contractor must install a Hunter HCC-800-PL eight-station wireless controller with touchscreen, Hunter HC-100 flow meter, Rain Sensor device, and color-coded direct burial control wiring per specifications. The design specifies Rain Bird bubblers and drip control kits with detailed valve schedules, pressure requirements, and friction loss calculations for each irrigation zone. The contractor is responsible for system startup, two pressure tests (2-hour test at 1.5 times static pressure and 24-hour test at system static pressure), provision of as-built drawings in PDF format, a color-coded zone diagram laminated sheet with electronic file copy, and a one-year warranty period including spring startup and adjustment. All materials must comply with applicable codes and ordinances, with the contractor required to verify compliance and notify the irrigation consultant of any required changes no later than five days before bid submittal.
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AD No. 226
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N E
L1 .1
640' COMPLIMENTARY
4'
R .O
.W
M
IN
U S
D R
IV
ES
432' COMPLIMENTARY
(4) QS
ALL DISTURBED AREAS SHALL BE
SODDED WITH BAHIA SOD
(3) QV
(5) LM
(14) MCA
(25) RAP
(15) IVO
(8) IVO
(5) ZFL
(6) ZFL
(12) IVO
(51) VOB
(3) QV
(61) VOB
FIRE STATION #24
(1) QV
(5) QS
(9) JV
ALL DISTURBED AREAS SHALL BE
SODDED WITH BAHIA SOD
TREE BARRICADE
-SEE DETAIL L2.1
TREE BARRICADE
-SEE DETAIL L2.1
TREE BARRICADE
-SEE DETAIL L2.1
20 401002040 10 0
DATE:
PROJECT NO.:
THIS DRAWING IS AN INSTRUMENT OF SERVICE
AND IS THE PROPERTY OF DASHER HURST
ARCHITECTS, PA. IT SHALL NOT BE
REPRODUCED IN WHOLE OR IN PART WITHOUT
THE EXPRESS WRITTEN PERMISSION OF DASHER
HURST ARCHITECTS, PA.
DASHER HURST
1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8
A R C H I T E C T S
J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0
F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M
22003
06.23.2023
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BID DOCUMENTS
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STRUCTURAL ENGINEER
G.M. HILL ENGINEERING,
INC.
9700 PHILIPS HWY, SUITE 101
JACKSONVILLE, FL 32256
MEP ENGINEER
POWELL & HINKLE
ENGINEERING, P.A.
1409 KINGSLEY AVENUE, BLDG 12A
ORANGE PARK, FL 32073
CIVIL ENGINEER
GOODSON BERGEN &
ASSOC
11555 CENTRAL PARKWAY, SUITE 103
JACKSONVILLE, FL 32224
REVISIONS
# DATE DESCRIPTION
FL6666918
MARGARET E. GAFFNEY-COOKE, RLA
L1.1
LANDSCAPE
PLAN
1/02/20262 90% V2 IRC REV
2/17/20263 ADD #1
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BO
T.
8.
BOT. 48.0
3' CT
D O
N O
T EN
TER
D O
N O
T EN
TER
SWMF-1
6' CT
6' CT
3' CT
R A M P
D O W N
RAMP
DOWN
RA
MP
DO
WN
SWEAT ROAD
CO
UNTY RO
AD No. 226
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50.0
52.0
54.0
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3' CT
3' CT
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CT
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RAMP
DOWN
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3' CT
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63.0
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2E 6 1"
4 8.58 1"
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2"
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4"
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CRS
FM
POC
4"
4"
POINT OF CONNECTION TO THE PUMP
STATION, PROVIDED BY OTHERS.
APPROXIMATE IRRIGATION CONTROLLER AND SENSOR
LOCATION. OWNERS REPRESENTATIVE SHALL PINPOINT EXACT
LOCATION AT SITE. IRRIGATION CONTRACTOR SHALL HARDWIRE
120 VAC POWER TO CONTROLLER. RAIN SENSOR DEVICE IS TO
BE MOUNTED WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED
RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY.
9-12 DRIPLINE, INSTALLED
IN 12" ROWS (TYP).
TREE PROTECTION AREA
IRRIGATION CONTRACTOR IS TO AVOID
DISTURBING THE CRITICAL ROOT ZONE OF
ALL EXISTING TREES TO REMAIN. EXERCISE
CARE AND HAND TRENCH ONLY WITHIN
THE DRIP LINE OF .
4"
4"
F
F
F
D
D
D
D
F
2"1"
4"
4"
1"
4"
4"
1"
4"
4"
4"
2"
2"
2"
4"
2"
4"
4"
DATE:
PROJECT NO.:
THIS DRAWING IS AN INSTRUMENT OF SERVICE
AND IS THE PROPERTY OF DASHER HURST
ARCHITECTS, PA. IT SHALL NOT BE
REPRODUCED IN WHOLE OR IN PART WITHOUT
THE EXPRESS WRITTEN PERMISSION OF DASHER
HURST ARCHITECTS, PA.
DASHER HURST
1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8
A R C H I T E C T S
J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0
F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M
22003
06.23.2023
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BID DOCUMENTS
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LA
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LA
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O F
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A
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STRUCTURAL ENGINEER
G.M. HILL ENGINEERING,
INC.
9700 PHILIPS HWY, SUITE 101
JACKSONVILLE, FL 32256
MEP ENGINEER
POWELL & HINKLE
ENGINEERING, P.A.
1409 KINGSLEY AVENUE, BLDG 12A
ORANGE PARK, FL 32073
CIVIL ENGINEER
GOODSON BERGEN &
ASSOC
11555 CENTRAL PARKWAY, SUITE 103
JACKSONVILLE, FL 32224
REVISIONS
# DATE DESCRIPTION
FL6666918
MARGARET E. GAFFNEY-COOKE, RLA
I1.1
LANDSCAPE
PLAN
20 401002040 10 0
BEFORE YOU DIG !
CALL SUNSHINE STATE ONE CALL OF FLORIDA
AT LEAST TWO FULL BUSINESS DAYS BEFORE
DIGGING OR DISTURBING EARTH
Know what's below.
before you dig.Callwww.callsunshine.com
THESE PLANS ARE DIAGRAMMATIC OF THE WORK TO BE PERFORMED. ALL LANDSCAPED
AREAS ARE TO RECEIVED 100% COVERAGE. INSTALL THIS IRRIGATION SYSTEM PER THE SITE
CONDITIONS, AVAILABLE FLOW/PRESSURE AND MANUFACTURERS RECOMMENDATIONS.
ADJUST ZONE FLOWS TO ACCOMMODATE THE AVAILABLE MAINLINE FLOWS AND PRESSURES.
THE DESIGN PROFESSIONAL DOES NOT ACCEPT ANY/ALL RESPONSIBILITY AND/OR LIABILITY
FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND
DESIGN INTENT THEY CONVEY OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO
OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONALS GUIDANCE WITH RESPECT TO ANY
ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.
- CONTRACTOR SHALL LOCATE ALL PROPERTY AND RIGHT OF WAY LINES BEFORE CONSTRUCTION BEGINS.
- THESE IRRIGATION PLANS ARE SCHEMATIC AND MAY BE EXAGGERATED. CONTRACTOR SHALL KEEP WITHIN ALL PROPERTY
AND RIGHT OF WAY LINES DURING CONSTRUCTION.
- CONTRACTOR SHALL ADJUST ALL SPRAY HEADS SO AS NOT TO SPRAY ONTO IMPERVIOUS SURFACES.
- CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY DEPTHS AND COORDINATE IRRIGATION CONSTRUCTION
WITH ALL EXISTING AND PROPOSED UTILITIES.
- ALL UNDERGROUND SLEEVES SHALL BE SCHEDULE 40 PVC AND SHALL BE TWICE THE DIAMETER OF ANY LINE IT HOUSES.
- CONTRACTOR TO PROTECT ALL EXISTING LANDSCAPING AND IRRIGATION.
- ALL WIRE WILL BE COLOR-CODED DIRECT BURIAL UL/LF WIRE: COMMON (WHITE) #12-1, CONTROL WIRE (RED) #14-1.
- IRRIGATION INSTALLATION CONTRACTOR SHALL INSTALL (2) SPARE CONTROL WIRES, COLOR-CODED YELLOW AND COMMON
FROM CONTROLLER TO MIDPOINT OF MAINLINE, MOUNTED IN 10" ROUND VALVE BOX.
NOTES
1/02/20262 90% V2 IRC REV
DATE:
PROJECT NO.:
THIS DRAWING IS AN INSTRUMENT OF SERVICE
AND IS THE PROPERTY OF DASHER HURST
ARCHITECTS, PA. IT SHALL NOT BE
REPRODUCED IN WHOLE OR IN PART WITHOUT
THE EXPRESS WRITTEN PERMISSION OF DASHER
HURST ARCHITECTS, PA.
DASHER HURST
1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8
A R C H I T E C T S
J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0
F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5 W. W. W. D A S H E R H U R S T . C O M
22003
06.23.2023
C O
UN
TY
R O
A D
BID DOCUMENTS
C
LA
Y C
O
UN
TY
C
LA
Y C
O F
IR
E
ST
A
TIO
N
STRUCTURAL ENGINEER
G.M. HILL ENGINEERING,
INC.
9700 PHILIPS HWY, SUITE 101
JACKSONVILLE, FL 32256
MEP ENGINEER
POWELL & HINKLE
ENGINEERING, P.A.
1409 KINGSLEY AVENUE, BLDG 12A
ORANGE PARK, FL 32073
CIVIL ENGINEER
GOODSON BERGEN &
ASSOC
11555 CENTRAL PARKWAY, SUITE 103
JACKSONVILLE, FL 32224
REVISIONS
# DATE DESCRIPTION
FL6666918
MARGARET E. GAFFNEY-COOKE, RLA
I2.1
IRRIGATION
DETAILS
1. IRRIGATION SYSTEM IS DESIGNED TO OPERATE OFF A WELL & PUMP SYSTEM, BY OTHERS. THE IRRIGATION
SYSTEM REQUIRES A MINIMUM FLOW OF 20 GPM AND A MINIMUM PRESSURE OF 50 PSI.
CONTRACTOR MUST CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY
CONSTRUCTION IF THE AVAILABLE FLOW AND PRESSURE DEVIATES MORE THEN 5% OR WILL AFFECT THE
PERFORMANCE OF THE SYSTEM.
2. HEAD LAYOUT IS BASED ON BASE INFORMATION PROVIDED. HEADS SHALL BE ADJUSTED TO ACCOMMODATE FIELD VARIATIONS WHILE MAINTAINING 100% COVERAGE AND MINIMIZING OVER-SPRAY ONTO PAVED AREAS AND
BUILDINGS.
3. 1/2" PIPE SHALL NOT BE USED FOR LATERAL PIPING.
IRRIGATION SYSTEM PERFORMANCE NOTES
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
Rain Bird 1800-1400 Flood Fixed flow rate 0.25 GPM - 2.0 GPM, full circle bubbler, 1/2in.
FIPT.
58 30
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Rain Bird XCZ-100-PRB-R Wide Flow Drip Control Kit for Commercial Applications. Purple Cap designates for Reclaimed Water, Non-Potable Use. 1in.
PESBR Valve and 1in. Pressure Regulating 40psi Basket Filter.
0.3-20 GPM.
Rain Bird XCZ-150-LCDR High Flow Control Zone Kit, for Large Commercial Drip Zones.
1-1/2n. PESB-R Scrubber Globe Valve with single 1-1/2n.
Pressure Regulating 40psi Quick-Check Basket Filters. Flow range: 15-62 GPM.
Rain Bird MDCFCAP Dripline Flush Valve cap in compression fitting coupler. 4
Rain Bird OPERIND Drip System Operation Indicator, stem rises 6in. for clear visibility when drip system is charged to a minimum of 20psi. Includes 16in. of 1/4in. distribution tubing with connection fitting pre-installed.
Area to Receive Dripline Rain Bird XFD-09-12 XFD On-Surface Pressure Compensating Landscape Dripline. 0.9 GPH emitters at 12" O.C. Dripline laterals spaced at 12" apart, with emitters offset for triangular pattern. UV Resistant. Specify XF insert fittings.
1,530 lf
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Rain Bird PESB 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. With Scrubber Technology for Reliable Performance in Dirty Water Irrigation Applications.
Nibco T-113-K Class 125 bronze gate shut off valve with cross handle, same size as mainline pipe diameter at valve location. Size Range - 1/4in. - 3in.
Hunter HCC-800-PL 8 Station Outdoor Wi-Fi enabled, full-functioning controller with touchscreen, Commercial Use. Plastic Cabinet.
Hunter RAIN-CLIK Rain Sensor, with conduit installation, mount as noted. Normally closed switch.
Hunter HC-100-FLOW 1in. Flow meter for use with Hydrawise enabled controller to monitor flow and provide system alerts. Also functions as stand alone flow totalizer/sub meter on any residential or commercial irrigation system.
Point of Connection System requires 20 GPM at 50 PSI. The Contractor shall coordinate the location with the Owner or General Contractor.
Irrigation Lateral Line: PVC Class 200 SDR 21 Only lateral transition pipe sizes 1" and above are indicated on the plan, with all others being 3/4" in size. Fittings shall be SCH 40 and molded. Install 12" below final grade.
2,502 lf
Irrigation Mainline: PVC Class 200 SDR 21 Pipe sizes 3" inch or smaller shall have bell and socket joints.
Fittings shall be SCH 40 and molded. Install 18" below grade.
669.2 lf
Pipe Sleeve: PVC Schedule 40 Irrigation sleeves shall be Schedule 40 PVC pipe up to 4” pipe.
The depth of the sleeves shall be a minimum 30” cover from finished grade (top of asphalt) under roadway crossings and 24" under all sidewalks and hardscapes.
291.7 lf
1408140414021401
F
D
C
RS
FM
POC
Valve Number
Valve Size
Valve Flow
Valve Callout
IRRIGATION SCHEDULE
NUMBER MODEL SIZE TYPE GPM HEADS PIPE 3/4" PIPE 1" PIPE 1 1/4" WIRE DESIGN PSI FRICTION LOSS VALVE LOSS PSI PSI @ POC PRECIP
1 Rain Bird PESB 1" Bubbler 14 28 611.3 286.9 115.7 189.9 30 6.63 2.24 38.9 40.4 1.76 in/h 2a Rain Bird PESB 1-1/2" Bubbler 9 18 451.2 131.3 311.1 30 2.39 3.9 36.3 38.9 1.78 in/h 2b Rain Bird PESB 1" Bubbler 6 12 292.4 563.8 30 0.66 1.72 32.4 37.5 1.71 in/h 3 Rain Bird XCZ-150-LCDR 1-1/2" Area for Dripline 14.37 957.5 lf 359.6 54.4 58.0 317.3 30 2.19 6 38.2 40.9 1.45 in/h 4 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 8.58 572.1 lf 141.4 568.7 30 1.84 11.6 43.4 48.6 1.44 in/h
Common Wire 680.2
VALVE SCHEDULE IRRIGATION USING A MICRO-SPRAY, MICRO-JET, DRIP OR
BUBBLER IRRIGATION SYSTEM IS ALLOWED ANYTIME.
1. ALL MAINLINES TO HAVE A MINIMUM OF 18" OF COVER. (CLASS 200 PVC PIPE).
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 PRECEDING WITH THE WORK.
12. ALL 24 VOLT WIRE SHALL BE #12 UF/UL FOR COMMON WIRE, AND #14 UF/UL FOR CONTROL WIRES, DIRECT BURIAL, SOLID COPPER.
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 A VALVE BOX (WRAP AROUND
3/4" PIPE 12 TIMES.
16. SPRINKLERS IN LOW-LYING AREAS SHALL HAVE CHECK VALVES.
17. ALL SPRINKLERS TO BE MOUNTED ON FLEX PIPE - REFER TO DETAILS.
18. INSTALL DRIP LINE TUBING AND NON-PRESSURE LATERAL LEAD LINE PIPING IN LANDSCAPE AREAS AND
ADJACENT TO SELECTED PLANT MATERIAL AS SHOWN IN DETAILS.
19. CONTRACTOR SHALL UTILIZE VALVE I.D. TAGS ON ALL REMOTE CONTROL VALVES.
20. 24 VOLT WIRE SHALL BE COLOR CODE; COMMON-WHITE, CONTROL-RED.
21. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDED GROUNDING EQUIPMENT FOR POWER SUPPLY
AND VALVE OUTPUT WITH (2) 5/8" COPPER CLAD GROUND RODS.
22. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDATION ON FAULT GROUND AND LIGHTNING
PROTECTION.
23. CONTROLLER GROUNDING MUST BE PER ASIC REQUIREMENTS.
24. ALL MATERIAL TO BE SUPPLIED BY CONTRACTOR TO OWNER:
A. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER HEAD AND VALVE
SUPPLIED.
B. TWO KEYS FOR EACH OF THE AUTOMATIC CONTROLLERS.
C. TWO QUICK COUPLER KEYS WITH MATCHING HOSE SWIVELS.
26. SYSTEM IS DIAGRAMMATIC TO IMPROVE CLARITY. ALL MAINLINE PIPING, ELECTRIC VALVES AND WIRING ARE TO BE INSTALLED IN LANDSCAPED AREAS AND REFERENCE THE LANDSCAPE PLAN PRIOR TO THE INSTALLATION OF
PIPING TO AVOID CONTACT WITH PLANT MATERIALS EXISTING OR NEW.
27. CONTRACTOR TO ADD EXTENSION RISERS TO POP-UP HEADS WHEN NEEDED TO PROVIDE PROPER COVERAGE.
28. CONTRACTOR SHALL INSTALL SPRINKLER EQUIPMENT 18" FROM FOUNDATIONS, ALSO INSTALL SPRINKLERS 4"
FROM CURBS OR WALKS.
29. 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 OR SPECIFICATIONS.
30. IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE ARCHITECT WITH A REPRODUCIBLE AS-BUILT DRAWING OF THE INSTALLED IRRIGATION SYSTEM IN A PDF FILE FORMAT BEFORE FINAL ACCEPTANCE.
PROVIDE CROSS-MEASURED LOCATIONS OF ALL VALVE LOCATIONS, CONTROLLER, WATER SOURCE, WIRE
SPLICES, SLEEVE LOCATIONS, ETC.
31. 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.
32. PRIOR TO BID, CONTRACTOR SHALL VERIFY THAT ALL MATERIAL, 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.
33. UNLESS OTHERWISE NOTED, THE CONTRACTOR MUST COMPLETE TWO PRESSURE TESTS OF THE IRRIGATION
SYSTEM MAINLINE(BOTH TO SHOW NO DROP IN PRESSURE DURING DURATION OF THE TEST).
A. 2-HOUR PRESSURE TEST AT 1.5 TIMES THE SYSTEM STATIC PRESSURE
B. 24-HOUR PRESSURE TEST AT THE SYSTEM STATIC PRESSURE
34. IRRIGATION INSTALLATION CONTRACTOR SHALL PROVIDE THE OWNER WITH A COLOR-CODED ZONE DIAGRAM PLAN, 8-1/2"X11" LAMINATED SHEET(S) WITH AN ELECTRONIC FILE COPY TO IDENTIFY CONTROLLER STATION TO THE CONTROL VALVE NUMBER FOR EACH CONTROLLER. THE LAMINATED CHART IS TO BE LOCATED IN AN
ADHESIVE POUCH ATTACHED TO THE INSIDE OF CONTROLLER(S).
35. THE CONTROLLER(S) SHALL SCHEDULE PROGRAM "A" TO A REGULAR RUN-TIME SETTINGS FOR AFTER THE ESTABLISHMENT PERIOD OF THE PLANT MATERIAL. PROGRAM "B" SHALL BE USED DURING THE ESTABLISHMENT
PERIOD AND TURNED OFF AFTER THE 30-60 DAYS OF PLANT INSTALLATION.
36. THE IRRIGATION CONTRACTOR WILL READ ALL SPECIFICATIONS AND REVIEW ALL DETAILS AND EXAMINE THESE PLANS CAREFULLY PRIOR TO BIDDING THIS PROJECT. FAILURE TO READ THIS INFORMATION IS NOT AN
ACCEPTABLE REASON IF THE JOB IS UNDERBID.
37. THE PLAN MAY NOT INCLUDE ALL MATERIALS. THIS DOESN'T RELIEVE THE CONTRACTOR FROM BEING
RESPONSIBLE TO PROVIDE A COMPLETE SYSTEM IN PERFECT WORKING ORDER.
GENERAL IRRIGATION NOTES10" ROUND VALVE BOX
8' COPPER CLAD GROUND ROD
50 OHMS OR LESS
CONNECTION
#6 to #10 BARE COPPER
GROUNDING CONDUCTOR
CONDUIT TO CONTROLLER5
GROUND PER N.E.C.
CONTROLLER GROUNDING
RAIN SENSOR ROOF BRACKET
MIN.
6"
SUPPLY &
MIN.
12"18"
6" 6"
EXHAUST
MIN.
DETAIL NOTES:
P.V.C. LATERAL
CONTROL WIRE
MAIN LINE AND
1. ALL P.V.C. PIPING SHALL BE SNAKED IN TRENCHES.
2. ALL WIRING TO BE BUNDLED AND TAPED AT 20' INTERVALS.
3. ALL MAIN SUPPLY LINES TO BE INSTALLED AS PER
MANUFACTURER'S SPECIFICATIONS.
4. PROVIDE PIPE AND WIRE SLEEVES UNDER ALL PAVED SURFACES.
WIRE SHALL BE WITHIN SEPARATE 2" ELECTRICAL CHASE.
5. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND
ORDINANCES IN REFERENCE TO THE INSTALLATION OF PVC PIPING
6. TIE A LOOSE 20' LOOP IN WIRING AT ALL CHANGES OF DIRECTION
GREATER THAN 30° UNTIE ALL LOOPS AFTER ALL CONNECTIONS
HAVE BEEN COMPLETED
7. INSTALL #14-1 TRACKING WIRE NEXT TO MAINLINE
HEADERS
MIN.
12"
WIRE WITHIN
6"
CONDUIT
DRIP ZONE
TRENCHING DETAIL
5" WIDTH
(13 CM)
13.7"OPEN DOOR WIDTH
NOTES:
1. CONTROLLER ACCEPTS 120 VOLTS A.C. OR
230 VOLTS A.C. (INTERNATIONAL MODEL).
2. MOUNT CONTROLLER LCD SCREEN AT EYE
LEVEL, CONTROLLER SHALL BE HARD-WIRED
TO GROUNDED 110 VAC POWER SOURCE.
3. REFER TO THE HUNTER HCC INSTALLATION
GUIDE FOR FURTHER INSTRUCTIONS.
IRRIGATION CONTROLLER (HCC-800-PL)
IRRIGATION CONTROLLER (I2C-800-PL)
PER PLAN
IRRIGATION CONTROL WIRE IN CONDUIT
SIZE AND TYPE PER LOCAL CODES
ELECTRICAL SUPPLY CONDUIT
CONNECT TO POWER SOURCE, J-BOX
INSIDE CONTROLLER
ADJACENT SURFACE TO MOUNT
CONTROLLER PER PLAN
3FRONT ELEVATION
SIDE ELEVATION
FLOW
NOTE: INLET PIPE ENTERING METER: LENGTH MUST BE A MIN. OF 10 X PIPE DIA.
OUTLET PIPE LEAVING METER: LENGTH MUST BE MIN. OF 5 X PIPE DIA.
INLET AND OUTLET PIPE MUST BE STRAIGHT PIPE WITH NO FITTINGS OR TURNS
UNTIL AFTER THESE SPECIFIED LENGTHS. PIPE AND FITTINGS MAY BE SCH 80 PVC
SOLVENT WELD, THREADED SCH 80 PVC OR BRASS, AS REQUIRED FOR PROJECT.
HC-100 FLOW METER
6 2 9 8 2 10
7 5 74
1 6 4
7 5 7
HUNTER HC FLOW METER HC-100 WITH UNION
CONNECTIONS
SCH 80 PVC FEMALE ADAPTER (SXT)
RECTANGULAR VALVE BOX PER SPECIFICATIONS
SCH 80 PVC 45 DEGREE ELBOW (SXS) TO LOWER
MAINLINE TO PROPER DEPTH
SCH 80 PVC 45 DEGREE ELBOW (SXS) TO LOWER
MAINLINE TO PROPER DEPTH
1.5" DIA MAINLINE AT INLET AND OUTLET
MAIN LINE TO SYSTEM
TWO WIRES TO FLOW SENSOR TERMINALS AT
CONTROLLER. MIN. 18 AWG-UP SHIELDED WIRE
WEATHERPROOF WIRE CONNECTOR
FINISH GRADE
SPECIFIED SOIL COVER
COMMON BRICK
GRAVEL BASE, 6" DEEP
TOP VIEW
10X PIPE DIA. 5X PIPE DIA
NUMBER MODEL TYPE PRECIP SUN MON TUE WED THU FRI SAT IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY
1 Rain Bird PESB Bubbler 1.76 in/h 12 min 12 min 12 min 1 35 490 163 2a Rain Bird PESB Bubbler 1.78 in/h 12 min 12 min 12 min 1 34 306 102 2b Rain Bird PESB Bubbler 1.71 in/h 12 min 12 min 12 min 1 36 216 72 3 Rain Bird XCZ-150-LCDR Area for Dripline 1.45 in/h 14 min 14 min 14 min 1 42 604 201 4 Rain Bird XCZ-100-PRB-R Area for Dripline 1.44 in/h 14 min 14 min 14 min 1 42 360 120
TOTALS: 64 64 64 189 1,976 658.6
WATERING SCHEDULE
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