Addendum_6_-_26-012-HG_.pdf

DATE: March 17, 2026 TO: All Interested Bidders and Other Interested Parties FROM: Hosea Goodwyn, Procurement Manager

The City makes the following changes, additions, deletions, information, and/or clarifications and now considers the addendum a part of the IFB Document. Bidders must acknowledge receipt of this addendum by indicating receipt in the space provided on the Proposal Bid Form.

If the bidder has already submitted the Proposal Bid Form to the City’s Procurement Division, the Bidder should revise their electronic submission to include this addendum. In any case, the submission of a bid is an acknowledgment of receipt of the addendum. The City will construe all bids received as though the Bidder has received and acknowledged the addendum.

The attached document is hereby made part of the solicitation.

1. ATTACHMENT F – 5th STREET PARKING LOT IRRIGATION DRAWINGS – 2026-03-17.

IFB 26-012-HG

Leesburg 5th St. Parking Lot Expansion

Addendum No. 6

ACKNOWLEDGMENT - Addendum No. 6

Company Name

Signature of Officer

Type/Print Officer's Name & Title

QV QV

QV

QV QV

QV

QV QV

QV

QV

QV QV

SS SS SS SSSS SS SS SS

M

BF

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24.511 2"

24.511 2"

23.411 2"

41"

21.711 2"

15.41"

22.511 2"

2"

15.41"

1.5" MAIN

1.5" M A

IN

1.5" M

A

IN

1.

5"

M A

IN

1.5" MAIN1.5" MAIN

1.

5"

M A

IN

1.

5"

M A

IN

1.5" M A

IN

BACKFLOW PREVENTER

IRRIGATION INSTALLER TO FOLLOW LOCAL CODES. VERIFY LOCATION IN

THE FIELD BEFORE INSTALLATION. SEE THE PRODUCT LEGEND FOR THE

BACKFLOW MANUFACTURER AND MODEL #.

IRRIGATION CONTROLLER

TO BE PEDESTAL MOUNTED ON A CONCRETE PAD IN THIS AREA. SEE

DETAIL. VERIFY MOUNT LOCATIONS IN THE FIELD PRIOR TO INSTALLATION.

120VAC, 1.0 AMP, ELECTRIC POWER SUPPLY PROVIDED BY THE SITE

ELECTRICAL CONTRACTOR. ROUTE A 1.5" ELECTRICAL CONDUIT WITH

CONTROL WIRES FROM THE CONTROLLER TO THE MAINLINE TRENCH.

MOUNT THE RAIN SENSOR ON A STATIONARY STRUCTURE ABOVE ALL

OVERHEAD OBSTRUCTIONS. PROVIDE TWO (2) ADDITIONAL CONTROL

WIRES IN WIRE BUNDLE FOR FUTURE USE.

THE IRRIGATION CONTRACTOR IS TO SET THE RUN TIMES FOR EACH

ZONE TO MATCH THE PLANT WATER REQUIREMENTS, SITE CONDITIONS

AND MICRO-CLIMATE FACTORS. SEE THE LANDSCAPE PLANS FOR PLANT

SPECIFICATIONS.

IRRIGATION WATER POINT OF CONNECTION

INSTALL A 1" IRRIGATION WATER METER IN THIS AREA. THE WATER METER

IS TO SUPPLY A MINIMUM OF 25GPM AT 60PSI FOR THE EFFICIENT

OPERATION OF THIS SYSTEM. VERIFY LOCATION IN THE FIELD PRIOR TO

INSTALLATION. THE IRRIGATION CONTRACTOR IS TO NOTIFY THE

LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION IF THE REQUIRED

PRESSURE IS NOT AVAILABLE ON THE DOMESTIC WATER LINE.

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1"

1.5"

2"

2.5" lateral legend

LATERALS LINES ARE COLOR CODED

PER SIZE. FOR THE MOST ACCURATE

INTERPRETATION OF THE DESIGN,

PLANS ARE TO BE VIEWED IN COLOR.

LATERAL/

MAINLINE SIZE

SLEEVE SIZE

1" 2"

1.5" 3"

2" 4"

2.5" 4"

3" 6"

4" 8"

CONTROL WIRE

CONDUIT

2" sleeve legend

Know what's BELOW.

CALL before you dig

Call 811 two business days before digging

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IRRIGATION PLANS ARE TO BE VIEWED IN COLOR FOR

MOST ACCURATE INTERPRETATION OF THE DESIGN.

IRRIGATION EQUIPMENT MAY BE SHOWN OFFSET FOR GRAPHIC

CLARITY. INSTALL ALL EQUIPMENT IN LANDSCAPED AREA.

CONSULTANTS

PROJECT

SHEET NUMBER

SHEET TITLE

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THE QUANTITIES SHOWN IN THE LEGEND SHEETS SHALL NOT BE USED FOR BIDDING

PURPOSES. THE CONTRACTOR WILL BE RESPONSIBLE FOR CONDUCTING A COMPREHENSIVE

MATERIALS TAKEOFF TO DETERMINE THE ACTUAL QUANTITIES OF MATERIAL NECESSARY TO

EXECUTE THE WORK DESCRIBED IN THE DOCUMENTS.

THE IRRIGATION CONTRACTOR IS TO SET THE RUN TIMES FOR EACH ZONE TO MATCH THE

PLANT WATER REQUIREMENTS, SITE CONDITIONS AND MICRO-CLIMATE FACTORS. SEE THE

LANDSCAPE PLANS FOR PLANT SPECIFICATIONS.

irrigation NOTES

1. THE PLANS AND DRAWINGS ARE DIAGRAMMATIC OF THE WORK TO BE PERFORMED.

SOME COMPONENTS MAY BE SHOWN OUTSIDE THE WORK AREA FOR CLARITY. THE

WORK SHALL BE EXECUTED IN A MANNER TO AVOID CONFLICTS WITH UTILITIES AND

OTHER ELEMENTS OF CONSTRUCTION, INCLUDING LANDSCAPE MATERIALS. ALL

DEVIATIONS FROM THE PLANS SHALL BE APPROVED BY THE OWNER'S

REPRESENTATIVE BEFORE BEING INSTALLED.

2. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS,

IRRIGATION SYSTEM SPECIFICATIONS AND ALL CONTRACT DOCUMENTS. THE

CONTRACTOR SHALL COMPLY WITH ALL CURRENT LOCAL CODES, ORDINANCES, AND

REGULATIONS.

3. CONTRACTOR SHALL PROVIDE COMPLETE AND ACCURATE IRRIGATION AS-BUILT

DRAWINGS TO THE OWNER AT PROJECT COMPLETION, SHOWING ALL FINAL ROUTING

OF MAINLINES, VALVES, CONTROL WIRE, AND EQUIPMENT LOCATIONS.

4. ALL IRRIGATION MAINLINE AND LATERAL LINES ARE TO NOT EXCEED A VELOCITY OF

5FPS.

5. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY ASPECT OF THE IRRIGATION

SYSTEM AS SHOWN ON THE PLANS AND DRAWINGS, WHEN IT IS OBVIOUS IN THE FIELD

THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DISCREPANCIES EXIST THAT MIGHT

NOT HAVE BEEN KNOWN DURING THE DESIGN OF THE IRRIGATION SYSTEM. IN THE

EVENT THAT NOTIFICATION OF THE CONFLICT IS NOT APPROVED BY THE OWNER'S

REPRESENTATIVE, THE CONTRACTOR WILL ASSUME FULL RESPONSIBILITY FOR ALL

REVISIONS.

6. REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE ROOT BALLS

WHEN INSTALLING IRRIGATION EQUIPMENT. CALL 811 AND REFER TO UTILITY PLANS

PRIOR TO TRENCHING.

7. IRRIGATION CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, INCLUDING UTILITY

LOCATIONS BEFORE INSTALLATION OF THE IRRIGATION SYSTEM. THE CONTRACTOR IS

RESPONSIBLE FOR COORDINATING INSTALLATION WITH ALL OTHER CONSTRUCTION ON

SITE, ESPECIALLY LANDSCAPE INSTALLATION. THE IRRIGATION SYSTEM SHALL BE

RELOCATED AT NO ADDITIONAL COST FOR ANY CONFLICT WITH LANDSCAPE

INSTALLATION OR ANY OTHER SITE CONSTRUCTION OR EXISTING CONDITIONS.

8. VERIFY THE REQUIRED MINIMUM STATIC WATER PRESSURE IS AVAILABLE AT THE

PROJECT SITE PRIOR TO BEGINNING THE IRRIGATION INSTALLATION. NOTIFY THE

IRRIGATION DESIGN CONSULTANT AND LANDSCAPE ARCHITECT IN WRITING IF THE

MINIMUM STATIC WATER PRESSURE OR WATER VOLUME IS NOT AVAILABLE. SEE PLAN

SHEET FOR REQUIREMENTS.

9. WHERE EXISTING OR NEW TREES, LIGHT FIXTURES, SIGNS, ELECTRONIC CONTROLLERS

AND/OR OTHER OBJECTS ARE AN OBSTRUCTION TO AN IRRIGATION SPRINKLER'S

PATTERN, THE COMPONENT AND PIPING SHALL BE RELOCATED AS NECESSARY TO

OBTAIN PROPER COVERAGE OF AN IRRIGATION SPRINKLER'S PATTERN. THE

COMPONENT AND PIPING SHALL BE RELOCATED AS NECESSARY TO OBTAIN THE

PROPER COVERAGE WITHOUT DAMAGING THE OBSTRUCTION.

10. 100% COVERAGE IS REQUIRED. ASSURE THAT ANY MODIFIED SPACING DOES NOT

EXCEED THE SPACING SHOWN IN THE PLANS.

11. IRRIGATION CONTRACTOR SHALL ADJUST ALL SPRINKLERS TO AVOID OVER SPRAY

ONTO IMPERVIOUS AREAS.

12. ALL MATERIALS AND EQUIPMENT SHOWN SHALL BE NEW AND INSTALLED AS SHOWN

ON THE PLANS. IF THE DRAWINGS DO NOT THOROUGHLY DESCRIBE THE TECHNIQUES

TO BE USED, THE INSTALLER SHALL FOLLOW THE INSTALLATION METHODS AND

INSTRUCTIONS RECOMMENDED BY THE PRODUCT MANUFACTURER.

13. THE LOCATION OF THE IRRIGATION MAINLINE SHALL BE IDENTIFIED IN THE FIELD AND

APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE INSTALLATION.

14. CONTRACTOR IS TO SUBMIT PRODUCT SPECIFICATION SHEETS FOR ALL IRRIGATION

EQUIPMENT TO BE USED FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO

INSTALLATION.

15. THE QUANTITIES SHOWN IN THE LEGEND SHEETS SHALL NOT BE USED FOR BIDDING

PURPOSES. THE CONTRACTOR WILL BE RESPONSIBLE FOR CONDUCTING A

COMPREHENSIVE MATERIALS TAKEOFF TO DETERMINE THE ACTUAL QUANTITIES OF

MATERIAL NECESSARY TO EXECUTE THE WORK DESCRIBED IN THE DOCUMENTS.

16. ALL TRENCHES SHALL BE BACKFILLED WITH CLEAN DEBRIS-FREE MATERIALS.

17. IRRIGATION CONTRACTOR IS TO INSTALL CHRISTY ZONE TAGS WITH THE

CORRESPONDING CONTROLLER ZONE NUMBER AT EACH CONTROL VALVE.

18. AS BUILT DOCUMENTS ARE TO BE PROVIDED TO THE OWNER UPON COMPLETION OF

THE PROJECT. THE MAINLINE, CONTROL VALVES, ISOLATION VALVES, GROUND RODS

AND SPLICE BOXES SHALL BE LOCATED WITH A MEASUREMENT FROM TWO FIXED

POINTS.

19. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE

WORK PRIOR TO COMMENCEMENT OF ON-SITE OPERATIONS.

20. A MAINLINE PRESSURE TEST IS TO BE CONDUCTED BEFORE BACKFILLING. ALL

FINDINGS ARE TO BE REPORTED TO THE LANDSCAPE ARCHITECT WITHIN TWENTY

FOUR HOURS POST TEST.

21. ALL SLEEVES ARE TO BE TWO TIMES THE SIZE OF THE PIPE IT ENCASES. INSTALL A 2"

SLEEVE NEXT TO THE MAINLINE SLEEVE FOR CONTROL WIRES.

22. ROUTE A 1.5" ELECTRICAL CONDUIT FROM THE CONTROLLER TO THE MAINLINE TRENCH

FOR THE CONTROL WIRES. RUN THE CONDUIT AND CONTROL WIRES PARALLEL TO THE

MAINLINE.

23. THE IRRIGATION SYSTEM IS TO BE INSPECTED AND APPROVED BY THE PROJECT

OWNER PRIOR TO RECEIVING CERTIFICATION.

24. ANY PRODUCT SUBSTITUTIONS MADE BY THE IRRIGATION CONTRACTOR ARE TO BE

REVIEWED AND APPROVED BY THE OWNER PRIOR TO INSTALLATION.

DRIP SPECIFICATIONS & NOTES:

DRIP TUBING; SPECIFICATION AS SHOWN ON THE PRODUCT SCHEDULE; DRIP GRID LAY-OUT IS

BASED ON 30 PSI.

1. INSTALL DRIP SYSTEM IN THE FOLLOWING ORDER: A). WITH ALL MAINLINE AND IT'S

ASSOCIATE EQUIPMENT (INCLUDING PRE-FILTERING 120 MESH FILTER AT P.O.C.)

COMPLETELY INSTALLED, FLUSH MAINLINE TILL FREE AND CLEAR OF DEBRIS. B). INSTALL ALL

LATERALS TO THE VARIOUS DRIP GRIDS, AND SUPPLY HEADERS WITH RISERS EXTENDED

ABOVE GROUND. CENTER FEED RISERS, TEMPORARY EXTEND NIPPLES WITH PIPE AND

COUPLINGS (DO NOT GLUE). FLUSH TILL FREE AND CLEAR OF DEBRIS, TEMPORARY CAP

NIPPLES, SEAL BLANK TUBING (RISERS) WITH TAPE. C). INSTALL EXHAUST HEADERS - RISERS - FLUSH POINTS. D). INSTALL DRIP GRID, STAPLE TUBING PER DETAIL, CONNECT DRIP TUBING

TO SUPPLY HEADER RISERS. FLUSH TILL FREE AND CLEAR OF DEBRIS. E). CONNECT DRIP

GRID TO EXHAUST HEADER RISERS, FLUSH SYSTEM USING "FLUSH POINT".

2. INSTALL OPERATION INDICATORS WITHIN 12-INCHES OF "FLUSH POINT" VALVE BOX. SEE

DETAIL. ACTIVATE DRIP ZONE, ENSURE ALL OPERATION INDICATORS ARE FULLY EXTENDED,

ADJUST STREAM SPRAY TO WHERE IT CAN EASILY BE SEEN BY MAINTENANCE PERSON.

3. PRESSURE TEST WITH OWNERS REPRESENTATIVE PRESENT; PER ZONE, TEMPORARY INSTALL

(2) PRESSURE GAUGES (LIQUID FILLED PRESSURE GAUGES) ON (2) FLUSH POINTS, (1) ON

LARGEST GRID "FLUSH POINT" AND THE OTHER ON FARTHEST GRID "FLUSH POINT". ACTIVATE

ZONE, AFTER FLOW HAS STABILIZED, VERIFY ALL ZONE OPERATION INDICATORS ARE FULLY

EXTENDED, CHECK PRESSURE ON BOTH GAUGES, PRESSURE MUST BE 20 PSI OR HIGHER TO

PASS TEST. IF TEST FAILS, CONTRACTOR TO LOCATE AND CORRECT PROBLEM AND RETEST.

IT IS IN THE CONTRACTORS BEST INTEREST TO PERFORM HIS OWN TEST BEFORE HE CALLS

OWNERS REPRESENTATIVE PRESENTS TO AVOID RE-INSPECTION FEE'S.

4. PRESSURE TEST RESULTS SHALL BE NOTED AS-BUILD DRAWING BY THE "FLUSH POINT"

WHERE TESTS WAS TAKEN. ALL "FLUSH POINTS" LOCATIONS SHALL BE INCLUDED IN AS-BUILD

DRAWINGS.

THE FOLLOWING PRODUCTS ARE NOT SHOWN ON THE PLAN FOR GRAPHIC CLARITY BUT ARE

TO BE INCLUDED DURING THE BIDDING PROCESS AND ARE TO BE INSTALLED BY THE

IRRIGATION INSTALLATION CONTRACTOR. FOLLOW ALL MANUFACTURERS SPECIFICATIONS

AND RECOMMENDATIONS.

- FLUSH VALVES (MANUAL OR AUTOMATIC).

- AIR RELIEF VALVES - LOCATE AT THE HIGHPOINT OF THE ZONE.

- DRIP INDICATOR HEAD - LOCATE IN AN INCONSPICUOUS AREA BUT ACCESSIBLE BY THE SITE

MAINTENANCE TEAM.

1"

1.5"

2"

2.5" lateral legend

LATERALS LINES ARE COLOR CODED

PER SIZE. FOR THE MOST ACCURATE

INTERPRETATION OF THE DESIGN,

PLANS ARE TO BE VIEWED IN COLOR.

LATERAL/

MAINLINE SIZE

SLEEVE SIZE

1" 2"

1.5" 3"

2" 4"

2.5" 4"

3" 6"

4" 8"

CONTROL WIRE

CONDUIT

2" sleeve legend

IRRIGATION PLANS ARE TO BE VIEWED IN COLOR FOR

MOST ACCURATE INTERPRETATION OF THE DESIGN.

IRRIGATION EQUIPMENT MAY BE SHOWN OFFSET FOR GRAPHIC

CLARITY. INSTALL ALL EQUIPMENT IN LANDSCAPED AREA.

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.

28 30

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI

RAIN BIRD XCZ-100-LC

WIDE FLOW DRIP CONTROL KIT, FOR LIGHT COMMERCIAL

USES. 1IN. PEB VALVE, WITH 1IN. PRESSURE REGULATING

40PSI BASKET FILTER. 0.3-20 GPM.

RAIN BIRD XCZ-150-LCS

HIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIAL

DRIP ZONES. 1-1/2IN. PEB GLOBE VALVE WITH SINGLE 1-1/2IN.

PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.

FLOW RANGE: 15-62 GPM.

AREA TO RECEIVE DRIPLINE

RAIN BIRD XFS-09-12 (GROUND LEVEL)

XFS SUB-SURFACE PRESSURE COMPENSATING DRIPLINE

W/COPPER SHIELD TECHNOLOGY. 0.9 GPH EMITTERS AT 12"

O.C. LATERALS SPACED AT 12" APART, WITH EMITTERS

OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SPECIFY

XF INSERT FITTINGS.

9,823 LF 10

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

RAIN BIRD PEB

1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL VALVES. LOW FLOW

OPERATING CAPABILITY, GLOBE CONFIGURATION.

LANDSCAPE PRODUCTS INC. BBV

1/2IN., 3/4IN., 1IN., 1-1/4IN., 1-1/2IN., 2IN., 2-1/2IN., 3IN. FULL

PORT BRASS BALL VALVE. SUITABLE FOR A FULL RANGE OF

LIQUIDS AND GASES IN RESIDENTIAL AND COMMERCIAL

APPLICATIONS.

RAIN BIRD PEB-PRS-D (MASTER VALVE) 1"

1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL MASTER VALVES. LOW

FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH

PRESSURE REGULATOR MODULE.

ZURN 975XL 1"

REDUCED PRESSURE BACKFLOW DEVICE

RAIN BIRD ESPLXME2-LXMM-LXMMPED W/ (1) ESPLXMSM12 (3)

24 STATION, TRADITIONALLY-WIRED, COMMERCIAL

CONTROLLER.(1) ESPLXME2 12-STATION, INDOOR/OUTDOOR,

PLASTIC WALL-MOUNT ENCLOSURE W/ (1) ESPLXMSM12 -

12-STATION EXPANSION MODULE. INSTALL IN LXMM-LXMMPED

POWDER COATED, METAL WALL-MOUNTED CABINET W/

PEDESTAL

RAIN BIRD LNK2WIFI

UPGRADES CONTROLLERS (ESP-M, ESP-RZXE, ST8) TO HAVE

WEATHER DATA FOR ET-BASED ADJUSTMENTS (WATERSENSE

APPROVED) & WIFI CAPABILITIES -

RAIN BIRD WR2-RC

WIRELESS RAIN SENSOR COMBO, INCLUDES 1 RECEIVER AND

1 RAIN SENSOR TRANSMITTER.

RAIN BIRD UFS-100

1IN. ULTRASONIC FLOW SENSORS, WITH GLASS FILLED NYLON

BODY. OPERATING RANGE .3 GPM-50 GPM. SIZE FOR FLOW

NOT ACCORDING TO PIPE SIZE.

POINT OF CONNECTION

1" RECORDALL BADGER DISC METER OR EQUAL PROVIDED BY

OTHERS

IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21

SEE PIPE LEGEND FOR COLOR CODING AND SIZING.

2,602 LF

IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 811.5 LF

PIPE SLEEVE: PVC SCHEDULE 40

MAINLINE & LATERAL LINE SLEEVE.

777.0 LF

PIPE SLEEVE: PVC SCHEDULE 40

2" SLEEVE FOR WIRE CONDUIT.

220.7 LF

1408140414021401

MV

BF

C

LI

RS

FS

M

Valve Number

Valve Flow

Valve Size

Valve Callout

IRRIGATION SCHEDULE

NUMBER MODEL SIZE TYPE GPM PRECIP

1 RAIN BIRD XCZ-150-LCS 1-1/2" AREA FOR DRIPLINE 24.48 1.44 in/h 2 RAIN BIRD XCZ-150-LCS 1-1/2" AREA FOR DRIPLINE 24.54 1.45 in/h 3 RAIN BIRD XCZ-150-LCS 1-1/2" AREA FOR DRIPLINE 23.4 1.44 in/h 4 RAIN BIRD PEB 1" BUBBLER 4 1.7 in/h 5 RAIN BIRD XCZ-150-LCS 1-1/2" AREA FOR DRIPLINE 21.66 1.44 in/h 6 RAIN BIRD XCZ-100-LC 1" AREA FOR DRIPLINE 15.39 1.44 in/h 7 RAIN BIRD XCZ-150-LCS 1-1/2" AREA FOR DRIPLINE 22.46 1.45 in/h 8 RAIN BIRD PEB 1-1/2" BUBBLER 10 1.9 in/h 9 RAIN BIRD XCZ-100-LC 1" AREA FOR DRIPLINE 15.42 1.44 in/h

VALVE SCHEDULE

CRITICAL ANALYSIS

P.O.C. NUMBER: 01

Water Source Information: 1" RECORDALL BADGER DISC METER OR

EQUAL PROVIDED BY OTHERS.

FLOW AVAILABLE

Custom Max Flow: 25 GPM Flow Available 25 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 60 PSI Pressure Available: 60 PSI

DESIGN ANALYSIS

Maximum Multi-valve Flow: 25 GPM Flow Available at POC: 25 GPM Residual Flow Available: 0 GPM

Critical Station: 8 Design Pressure: 30 PSI Friction Loss: 1.29 PSI Fittings Loss: 0.13 PSI Elevation Loss: 0 PSI Loss through Valve: 3.9 PSI Pressure Req. at Critical Station: 35.3 PSI Loss for Fittings: 0.13 PSI Loss for Main Line: 1.29 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 12.1 PSI Loss for Master Valve: 4.25 PSI Critical Station Pressure at POC: 53.0 PSI Pressure Available: 60 PSI Residual Pressure Available: 6.96 PSI

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

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407-744-3658

N.T.S.

NOTES:

1. ALL ASSEMBLY PARTS (THREADED NIPPLES, FITTINGS, ETC.) SHALL BE GALVANIZED OR BRASS PER LOCAL

CODES AND REQUIREMENTS.

2. GALVANIZED NIPPLE SHALL EXTEND 12" PAST THE EDGE OF THE CONCRETE FOOTING.

3. SCH. 80 PVC MALE ADAPTER SHALL BE USED IN CONNECTION FROM GALVANIZE TO THE MAINLINE.

4. BACKFLOW PREVENTION DEVICE SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE LANDSCAPE METER.

5. BACKFLOW PREVENTION DEVICE SHALL BE LOCATED IN PLANTING AREA UNLESS APPROVED BY

OWNER'S REPRESENTATIVE.

6. ALL BACKFLOW PREVENTION DEVICES SHALL HAVE FREEZE BLANKET INCLUDED UPON INSTALLATION.

7. ALL GALVANIZED CONNECTIONS SHALL TO BE MADE USING PIPE THREAD SEALANT. ALL SCH. 80 PVC TO

GALVANIZED CONNECTIONS TO BE MADE USING TEFLON TAPE.

FLOW

DIRECTION

BACKFLOW PREVENTION

DEVICE (SEE IRRIGATION

PLANS FOR MAKE AND

MODEL). INSTALL DEVICE

PER THE LOCAL WATER

PURVEYOR'S STANDARDS

AND SPECIFICATIONS

GALVANIZED NIPPLE2

4" THICK CONCRETE PAD, 1"

ABOVE FINISHED GRADE.

SEE BACKFLOW CAGE DETAIL

CONCRETE THRUST BLOCKS

REQUIRED ON BACKFLOW

DEVICES 2-1/2" AND LARGER

BRASS BALL VALVE5

THREADED GALVANIZED

NIPPLE

GALVANIZED 90° (DEGREE)

ELBOW

GALVANIZED UNION8

WRAP 20 MIL TAPE TWICE

AROUND GALVANIZED PIPE

UNDER FINISHED GRADE AND

THROUGH THE CONCRETE

GALVANIZED COUPLING10

SCH. 80 PVC MALE ADAPTER11

" M

IN

O

R P

E R

L O

C A

L C

O D

E S

BACKFLOW PREVENTION DEVICE

I-RBD-01

N.T.S.

GROUNDING ROD

8'-0" TO 12'-0"

NOTES:

1. ALL GROUNDING REQUIREMENTS FOR CONTROLLERS

SHALL CONFORM TO LOCAL ELECTRIC CODES.

2. GROUNDING ROD SHALL NOT BE LOCATED IN THE SAME

TRENCH AS IRRIGATION MAINLINES OR LATERAL LINES.

3. VALVE BOX SHALL BE WRAPPED WITH A MINIMUM 3 MIL

THICK PLASTIC AND SECURED TO THE VALVE BOX

USING DUCT TAPE OR ELECTRICAL TAPE.

4. INSTALL GROUNDING ROD PER THE CONTROLLER

MANUFACTURER'S SPECIFICATIONS AND

RECOMMENDATIONS.

1 2

" M

IN

IM

U M

W

IR

E D

E P

TH

FINISH GRADE1

PAVEMENT2

THREE (3) 4" x 8" BRICKS3

5/8" x 8'-0" COPPER GROUNDING

ROD

GROUNDING ROD CLAMP5

#6 AWG BARE COPPER WIRE6

1/2" PVC ELECTRICAL CONDUIT AND

SWEEP FOR EARTH GROUND

COPPER GROUNDING PLATE8

I-RBD-03

N.T.S.

PEDESTAL MOUNTED CONTROLLER

4"

3"

PEDESTAL MOUNT IRRIGATION

CONTROLLER ON CONCRETE FOOTING.

USE GALVANIZED 'J' BOLTS TO SECURE

THE CONTROLLER TO THE PAD

GFI RECEPTACLE AND LOCKING

SWITCH

1" SCH. 40 CONDUIT WITH SWEEP ELL

FOR 120 VOLT SOURCE

CONCRETE BASE: 6" MIN. THICKNESS,

EXTEND 6" BEYOND OUTSIDE

DIMENSIONS OF ENCLOSURE WITH

SLOPE FOR DRAINAGE

18 GA. WIRE HARNESS TO

CONTROLLER

TERMINAL STRIPS, ARCHER BRAND

#274-679, OR APPROVED EQUAL, SIZE

AS REQUIRED

14 GA. WIRES FROM FIELD7

1-1/2" PVC SCH. 40 CONDUIT WITH

LONG SWEEP ELL

I-RBD-06

N.T.S.

STATIONARY STRUCTURE1

2 RAIN BIRD WR2 SERIES (WEATHER STATION)

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS.

2. SENSOR MAY BE MOUNTED ON A FENCE, FENCE POST, GUTTER

OR BUILDING.

3. SENSOR SHOULD NOT BE MOUNTED UNDER TREES, IN AREAS

AFFECTED BY SPRINKLER SYSTEM OR UNDER EAVE OF BUILDING.

RAIN BIRD - WR2 SERIES WEATHER STATION

RED

OR

BLACK

WIRES

TO

HERE

GREEN

OR

WHITE

WIRES

TO

HERE

G N

D

V

A C

S E

N

C O

M

WIRING DETAIL

I-RBD-10

N.T.S.

IRRIGATION TRENCHING

127(S�

�� S((�,55,*$7,21�/(*(1'�)25�0$,1/,1(�$1'�/$7(5$/ /,1(�3,3(�S,=(�$1'�7<3(�

�� ',5(&7�%85,$/�&21752/�:,5(S�S+$//�%(�,1S7$//(' ,1�S&+�����3V&�(/(&75,&$/�&21'8,7�,)�5(Q8,5('�

�� ��:,5(�,55,*$7,21�:,5(�S+$//�%(�,1S7$//('�,1�S&+� ���3V&�(/(&75,&$/�&21'8,7�

�� '(7(&7$%/(�/2&$725�7$3(�S+$//�%(�/2&$7('�S,;

,1&+(S������$%2V(�7+(�(17,5(�0$,1/,1(�581�

24" MIN.

6"

1' -0

" I N

P

LA

N

TI

N G

A R

E A

FINISHED GRADE1

PAVEMENT2

NON-PRESSURIZED LINE

(LATERAL LINE)

DETECTABLE LOCATOR TAPE4

PRESSURIZED LINE (MAINLINE)5

DIRECT BURIAL LOW VOLTAGE

CONTROL WIRES

�3

7, �8 (5

7+ �3 $V

(0 (1

I-RBD-12

N.T.S.

NOTES:

1. SEE IRRIGATION LEGEND FOR MAINLINE SIZE AND TYPE.

2. ALL SLEEVES SHALL BE SCH. 40 PVC PIPE.

3. ALL SLEEVES SHALL EXTEND 12" BEYOND THE EDGE OF PAVEMENT.

4. END OF SLEEVES SHALL BE LOCATED WITH A WOODEN STAKE OR PVC

PIPE. LOCATORS SHALL RUN CONTINUOUSLY FROM THE END OF THE

SLEEVE TO FINISHED GRADE.

PIPE BENEATH PAVEMENT

3' -0

PAVEMENT1

BASE ROCK2

CLEAN BACKFILL, 95%

RELATIVE COMPACTION

UNDER PAVING OR PER

CIVIL ENGINEER'S PLANS

CONTROL WIRES, SLEEVE

UNDER PAVING.

INSTALL ADJACENT TO

PRESSURIZED MAINLINE.

BUNDLE SHALL BE NO

MORE THAN 50% OF PIPE

DIAMETER

MAINLINE, SLEEVE UNDER

PAVING TO BE TWO

TIMES THE DIAMETER

OF THE PRESSURIZED

MAINLINE PIPE

NON-PRESSURIZED LINE,

SLEEVE UNDER PAVING

TO BE BE TWO TIMES

THE DIAMETER OF THE

LATERAL LINE

I-RBD-14

N.T.S.

MAINLINE WITH SAND BEDDING

4" M

IN

4"

MIN.

4"

MIN.

4" M

IN

D E

P

TH

A S

P E

R S

P E

C

IF

IC

A

TI

O

N

1 WIDTH VARIES

BEDDING

FINISHED GRADE1

NATIVE SOIL BACKFILL

COMPACT TO 95%

COMPACTION

PVC MAINLINE/LATERAL3

BACKFILL WITH 100% COARSE

SAND, WATER JET AND

MECHANICALLY COMPACT

TO 90% OPTIMUM DENSITY.

ALLOW 48 HOURS TO SETTLE,

AND BACKFILL AND COMPACT

WITH NATIVE SOIL

I-RBD-16

N.T.S.

SLEEVE AT ROAD

4" M

IN

4"

MIN.

4"

MIN.

4" M

IN

D E

P

TH

A S

P E

R S

P E

C

IF

IC

A

TI

O

N

WIDTH VARIES

BEDDING

FINISHED GRADE1

NATIVE SOIL BACKFILL

COMPACT TO 95%

COMPACTION

PVC SLEEVE3

BACKFILL WITH 100% COARSE

SAND, WATER JET AND

MECHANICALLY COMPACT

TO 90% OPTIMUM DENSITY.

ALLOW 48 HOURS TO SETTLE,

AND BACKFILL AND COMPACT

WITH NATIVE SOIL

I-RBD-17

N.T.S.

RAIN BIRD MASTER VALVE & UFS (FLOW SENSOR)

MODEL SIZE K OFFSET FLOW RANGE

UFS100 1" 0.25 0 0.3 - 50 GPM

UFS150 1.5" 1.70 -0.316 0.5 - 110 GPM

UFS200 2" 2.849 0.1439 1.0 - 200 GPM

NOTES:

1. THE UFS CAN BE INSTALLED IN A VERTICAL POSITION WITH THE

FLOW ARROW POINTING UPWARDS.

2. THE UFS SIZE MUST BE EQUAL TO OR SMALLER THAN THE

INCOMING PIPE SIZE.

3. THE UFS DOES NOT REQUIRE STRAIGHT PIPE BEFORE OR AFTER

SENSOR PLACEMENT.

4. NO BRICKS REQUIRED FOR RAIN BIRD VB-SERIES VALVE BOXES

ONLY.

1 RAIN BIRD MASTER VALVE (PER SCHEDULE)

RAIN BIRD UFS SERIES FLOW SENSOR2

3 CONTROL WIRE WITH WATERPROOF SPLICE

CONNECTION

3" MINIMUM DEPTH OF 3 4" WASHED GRAVEL4

BRICK (1 OF 4)5

6 JUMBO VALVE BOX WITH COVER

FINISH GRADE7

8 PVC MAINLINE

PVC MALE ADAPTER9

10 PVC CLOSE NIPPLE (1 OF 3)

PVC UNION (1 OF 2)11

8" WELDED WIRE MESH12

FLOW

1112104

I-RBD-19

9 BRASS BALL ISOLATION VALVE

N.T.S.

FINISH GRADE1

2 RECTANGULAR VALVE BOX

BRASS BALL VALVE AS SPECIFIED,

SAME SIZE AS MAIN LINE

4 SCHEDULE 80 THREADED NIPPLE

AS REQUIRED

PVC MAINLINE5

3/4" MINUS WASHED GRAVEL6

WIRE FABRIC CLOTH7

8 BRICK (1 OF 4)

6 7 8

I-RBD-23

SHEET NUMBER

SHEET TITLE

REVISIONS:

PROJECT NUMBER

REGISTRATION

DRAWN:

CHECKED:

5���������

DATE: ����������

APPROVED:

�7+�S75((7 3$5.,1*�/27

$�*$,�&21S8/7$17S��,1&�S(5V,&(�*5283

����S287+��7+�S75((7 /((S%85*�)/�������

,'S

����(��S287+�S75((7 S8,7(���� 25/$1'2��)/������ &(57,),&$7(�2)�$87+25,=$7,21��(%���� gai consultants

7+,S�,7(0�+$S�%((1�(/(&7521,&$//< S,*1('�$1'�S($/('� 35,17('�&23,(S�2)�7+,S�'2&80(17 $5(�127�&21S,'(5('�S,*1('�$1' S($/('�$1'�7+(�S,*1$785(�08S7�%( V(5,),('�21�$1<�(/(&7521,& &23,(S�

.(,7+�2523(=$��3/$��)/�/,&(1S(���

5HYLVLRQ�� ����������3

,55,*$7,21�'(7$,/S

,5����IRRI DESIGN STUDIO

IRRIGATION DESIGN & CONSULTING

CONNOR@IRRIDESIGNSTUDIO.COM

407-744-3658

N.T.S.

1.5" RAIN BIRD DRIP CONTROL ZONE KIT

NOTE:

1. THE KIT INCLUDES A VALVE AND SCREEN FILTER.

RAIN BIRD DRIP KIT (PER SCHEDULE)1

2 WATERPROOF SPLICE CONNECTION

VALVE BOX WITH COVER: RAIN BIRD

VB-JUMBO

5 FINISH GRADE

PVC LATERAL PIPE6

BRICK (1 OF 4)7

3/4" MINUS WASHED GRAVEL8

9 WIRE FABRIC CLOTH

PVC MAINLINE10

11 PVC SCH 80 ELBOW

PVC SCH 80 NIPPLE 1-1/2"12

13 PVC SCH 80 NIPPLE AND PVC

SCH 80 ELBOW

PVC SCH 80 TEE OR ELBOW14

VALVE ID TAG3

1 2 4 53

I-RBD-26

N.T.S.

RAIN BIRD REMOTE CONTROL VALVE

RAIN BIRD REMOTE CONTROL VALVE

(PER SCHEDULE)

2 WATERPROOF SPLICE CONNECTION

VALVE BOX WITH COVER: RAIN BIRD4

5 FINISH GRADE

PVC LATERAL PIPE6

BRICK (1 OF 4)7

3/4" MINUS WASHED GRAVEL8

9 WIRE FABRIC CLOTH

PVC MAINLINE10

11 PVC SCH 80 ELBOW

PVC SCH 80 NIPPLE 1-1/2"12

13 PVC SCH 80 NIPPLE AND PVC

SCH 80 ELBOW

PVC SCH 80 TEE OR ELBOW14

1 2 4 5

VALVE ID TAG3

I-RBD-29

PLAN VIEW

SECTION VIEW

IRRIGATION BUBBLER W/ LAYOUT

N.T.S.

NOTES:

1. ALL IRRIGATION FITTINGS SHALL BE SCH. 40 PVC UNLESS

SPECIFIED OTHERWISE.

2. ALL THREADED CONNECTIONS FROM SCH. 40 TO SCH. 80 PVC

SHALL BE MADE USING TEFLON TAPE.

3. CONTRACTOR SHALL SETTLE THE AREA AROUND THE

BUBBLER AND EDGE OF THE ROOT BALL SO THAT ALL

IRRIGATION FLOWS THROUGH THE ROOT BALL.

FINISHED GRADE1

PRESSURE COMPENSATING BUBBLER SHALL BE SET 1"

ABOVE FINISHED GRADE (SEE IRRIGATION SCHEDULE FOR

MAKE AND MODEL)

SWING JOINT, SEE DETAIL3

SCH. 40 PVC 90° ELBOW SLIP TO THREAD4

LATERAL LINE IRRIGATION (SEE IRRIGATION PLANS FOR

SIZING)

EDGE OF ROOT BALL. SETTLE BACKFILL SO IRRIGATION

FLOWS THROUGH ROOT BALL

EDGE OF ROOT BALL7

EXISTING OR MODIFIED SOIL (SEE SPECIFICATIONS FOR

SOIL MODIFICATION)

SCH. 40 PVC TEE OR 90° ELBOW9

" M

IN

M

U M

I-RBD-35

PLAN VIEW

SECTION VIEW

NOTES:

1. ALL IRRIGATION FITTINGS SHALL BE SCH. 40 PVC UNLESS

SPECIFIED OTHERWISE.

2. ALL THREADED CONNECTIONS FROM SCH. 40 TO SCH. 80 PVC

SHALL BE MADE USING TEFLON TAPE.

3. CONTRACTOR SHALL SETTLE THE AREA AROUND THE

BUBBLER AND EDGE OF THE ROOT BALL SO THAT ALL

IRRIGATION FLOWS THROUGH THE ROOT BALL.

IRRIGATION BUBBLER (2) W/ LAYOUT

N.T.S.

FINISHED GRADE1

PRESSURE COMPENSATING BUBBLER SHALL BE SET 1" ABOVE

FINISHED GRADE (SEE IRRIGATION SCHEDULE

FOR MAKE AND MODEL)

SWING JOINT, SEE DETAIL3

SCH. 40 PVC 90° ELBOW SLIP TO THREAD4

LATERAL LINE IRRIGATION (SEE IRRIGATION

PLANS FOR SIZING)

EDGE OF ROOT BALL. SETTLE BACKFILL SO

IRRIGATION FLOWS THROUGH ROOT BALL

EDGE OF ROOT BALL7

EXISTING OR MODIFIED SOIL (SEE SPECIFICATIONS

FOR SOIL MODIFICATION)

SCH. 40 PVC TEE OR 90° ELBOW9

1 2

" M

IN

M

U M

I-RBD-36

PVC MAINLINE.

PIPE.

1" PVC LATERAL

TYPICAL

COMPRESSION

FITTING.

AIR RELIEF VALVE AT

HIGH POINT, AS

INDICATED.

&(17(5�)(('�(;$03/(

EMITTER 12" 18" 24"

FLOW SPACING SPACING SPACING

0.6 GPH 1.0 GPM 0.67 GPM 0.50 GPM

0.9 GPH 1.5 GPM 1.0 GPM 0.75 GPM

/$7(5$/�)/2:�3(5�����)7��*30�

(1'�)(('�(;$03/(

FLUSH VALVE OR CAP

AT LOW END, AS NOTED.

TYPICAL DRIP LINE WITH

EMITTER SPACING AS

NOTED. TIE DOWN

STAKE AT ALL TEES,

ELLS, AND AT 4' O.C. AT

CLAY, 3' O.C. AT LOAM,

OR 2' O.C. AT SAND.

EMITTER FLOW RATE

EMITTER LATERAL

SPACING SPACING 0.6 0.9

12 12 0.96 1.44 18 18 0.69 1.03 24 24 0.28 0.41

*5,'�35(&,3,7$7,21�5$7(S��,1�+5�

MAX GPM PSI LOSS

SCHEDULE 40 PVC HEADER SIZE

1/2" 4.7 GPM 7.7 PSI

3/4" 8.3 GPM 5.6 PSI

1" 13.5 GPM 4.2 PSI

1-1/2" 33.9 GPM 2.9 PSI

2" 52.4 GPM 1.9 PSI

POLY PIPE HEADER SIZE

1/2" 4.7 GPM 8.8 PSI

3/4" 8.3 GPM 6.3 PSI

1" 13.5 GPM 4.8 PSI

1-1/2" 31.8 GPM 2.9 PSI

2" 52.4 GPM 2.2 PSI

0$;,080�)/2:�3(5�=21(

EMITTER FLOW RATE GPH

12" SPACING 18" SPACING 24" SPACING

PSI 0.6 0.9 0.6 0.9 0.6 0.9

10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 96 175 135 218 171 60 125 96 175 135 218 171

0$;,080�/$7(5$/�/(1*7+��)((7�

TYPICAL FPT ADAPTER AND

COMPRESSION COUPLER.

DRIP VALVE / FILTER /

REGULATOR.

TYPICAL OFFSET 2"

FROM

HARDSCAPE, 4"

FROM PLANTED

AREA.

'2*%21(�S+$3(' &251(5�S+$3(' &85V('�32/<*21 +285*/$SS�S+$3('

32/<*21�S+$3(' �&��S+$3(' 2''�S+$3('

PVC MANIFOLD LINE.

LANDSCAPE

DRIPLINE TUBING.

LANDSCAPE DRIPLINE TUBING.

PVC MANIFOLD LINE

WITH PVC TEE.

WATER SOURCE: DRIP VALVE

OR LATERAL FROM VALVE.

FLUSH CAP

AIR RELIEF VALVE:

AR VALVE KIT, INSTALL AT

HIGH POINT OF SYSTEM.

TYPICAL DRIPLINE REQUIREMENTS

N.T.S.

TYPICAL OFFSET 2" FROM

HARDSCAPE, 4" FROM

PLANTED AREA.

PVC SCH 40 TEE OR ELL.

EASY FIT COMPRESSION

ADAPTER.

EASY FIT COMPRESSION

COUPLING.

DRIPLINE SPACING AS

NOTED. EMITTERS

OFFSET FOR

TRIANGULAR SPACING.

POLYETHYLENE OR PVC HEADER

MANIFOLD, SIZE AS PER "MAXIMUM

FLOW PER ZONE" CHART.

M A

X

IM

U M

L E

N G

TH

O

F S

IN

G

LE

LA

TE

R A

L, S

E E

C H

A R

T.

M A

X

IM

U M

L E

N G

TH

O

F S

IN

G

LE

LA

TE

R

A L, S E

E C

H A

R T.

SLOPED CONDITION NOTE:

1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE.

2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT.

3. NORMAL SPACING WITHIN THE TOP 23 OF SLOPE.

4. INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM 13 OF THE

SLOPE.

5. WHEN THE ELEVATION CHANGE IS 10FT OR MORE, ZONE THE BOTTOM 13

ON A SEPARATE VALVE.

I-RBD-38