Kellogg_Park_Nature_Center_-_100%_Landscape_&_Irrigation_Plans.pdf

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SAMPLE LANDSCAPE TECHNICAL MAINTENANCE PLAN

Maintenance

Operation Operations noted herein shall be performed as part of the Contractor's Maintenance Period.

Week/Month JAN FEB MAR APR MAY JUNE JULY AUG SEP OCT NOV DEC

Mowing

X X XX XX XX XX XX XX X

Set mower height to avoid scalping the turf. No lower than 3 inches.

Edging X X X X X

Edging of all sidewalks and curbs. All debris shall not be allowed to remain in the curb or on sidewalk surfaces

Recommended Watering Schedule

Trees (Water Frequency) Shrubs (Water Frequency) Watering General Notes

<2" Caliper

Daily for two weeks; every other day for two months, weekly until establishment Month 1

Daily for the first two weeks, Every other day for the remaining two weeks Water all landscape plants and trees as needed after establishment to meet proper maintenance conditions.

Never apply irrigation if the soil is saturated. Supplemental watering is applied to encourage vigorous growth and plant establishment.2-4" Caliper Daily for one month; every other day Month 2 Twice per week.

>4" Caliper Daily for 6 weeks, every other day for five months, weekly until establishment

Month 3 Once per week until established

Weed Control

XX XXY XX XX XX XXY XX XX XX XXY XX XX

Weed all planting beds twice per month. Landscape areas shall be kept relatively weed free.

Weeding of landscape areas utilizing appropriate selective and non-selective herbicides, applied as per manufacturer's specifications, under the supervision of a licensed applicator by FDACS. Application of herbicides shall be done with extreme caution to prevent damage to landscape and tree plantings. NOTE - Application of pre-emergent herbicide at the maximum rate per acre as per manufacturer's specifications and limitations for broad spectrum suppression of grassy and broadleaf weeds. All pre-emergent products must be approved in advance, but form Snapshot 2.5TG, Specticle G, or Freehand 1.75G. Application frequency and maximum rate will be limited by the manufacturers label recommendations.

Pruning Pruning for trees, shrubs, and groundcovers to be performed in accordance with the ANSI A300 guidelines and FDOT design standard index 546. All trees within medians shall be pruned to maintain sight distance for vehicles and pedestrians. Additionally, prune trees as needed to remove dead, diseased, or broken branches, fronds, and seed heads.

Fertilization

X X Trees and shrubs shall be fertilized using a slow release fertilized that contains at least 50% of the available nitrogen in a slow release form. Fertilizer analysis shall be in a NPK ratio of 2-1-1, at a rate recommended by soil fertility.

Trees, shrubs, and groundcovers are to be fertilized by top dressing the root zone of the plants and trees, using owner approved methods. This application of fertilizer shall be irrigated within two days of application with a minimum of 12" of irrigation. All materials and performance of work shall meet Florida Friendly Best Management

Practices for the Protection of Water Resources by the Green Industry and all other applicable state and federal health and safety laws.

Litter Removal

XX XX XX XX XX XX XX XX XX XX XX XX

Litter removal within the project limits. To be completed in conjunction with the mowing schedule where applicable, but immediately prior to mowing.

Mulching 3" Depth Pine

Straw

Mulch should be applied after landscape material has been installed and air pockets have been filled.

Mulch shall be free of vegetative yard waste, plastic, glass, metal, palm fronds, sand, and other foreign materials. Mulch shall be consistent in appearance. Mulch shall be free from viable non-native seed, weed, and grass seed. Maintain a continuous 3" layer of mulch in all planted and mulched areas with the exception of trees.

Tree Staking The Contractor shall maintain, repair, and/or replace all staking materials as needed to keep trees upright and to prevent girdling. The Contractor shall remove staking at the end of the one year establishment period or as directed by the owner.

Disease and Insect Control

X X X X X X X X X X X X

The Contractor shall inspect all landscape material on a monthly basis for insects, mites, fungus,etc., and apply correct control products as needed per manufacturer's specification

Plant Material Replacement The Contractor shall replace all dead and poorly performing trees and shrubs as outlined in the contract.

1. THE CONTRACT DOCUMENTS CONSIST OF THESE PLANS AND TECHNICAL SPECIFICATIONS. CONTRACTOR WILL REFERENCE THE CONSTRUCTION DOCUMENTS IN THEIR ENTIRETY. WHEN CONFLICTS EXIST BETWEEN THESE PLANS AND

THE TECHNICAL SPECIFICATIONS, THE SPECIFICATIONS WILL PREVAIL.

2. THESE CONTRACT DOCUMENTS HAVE BEEN CREATED TO ILLUSTRATE THE GENERAL DESIGN INTENT OF THE PROJECT.

THE CONTRACTOR WILL COORDINATE WITH THE OWNER'S REPRESENTATIVE AND NOTIFY THEM AS ADDITIONAL INFORMATION IS NEEDED TO PROPERLY CONSTRUCT/INSTALL/BUILD ELEMENTS DEPICTED HEREIN.

3. THE CONTRACT DOCUMENTS CONVEY THE SITE AS A COMPLETED, FUNCTIONAL PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS USED TO ACHIEVE THE COMPLETED SITE CONDITION AS SET OUT IN THE CONTRACT DOCUMENTS. IT IS NOT THE INTENTION OF THESE DOCUMENTS TO PROVIDE SPECIFIC GUIDANCE OF EVERY ASPECT OF THE CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR THE IMPLEMENTATION OF THE DOCUMENTS IN COMPLIANCE WITH GENERALLY ACCEPTED PRACTICES AND UNDER CURRENT STANDARDS. CONTRACTOR WILL APPLY APPROPRIATE CONSTRUCTION DETAILS AND PROCESSES WHETHER OR NOT THESE INDIVIDUAL ASPECTS OF THE WORK

ARE SPECIFICALLY CALLED OUT IN THE DOCUMENTS.

4. ALL CONSTRUCTION WILL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, LOCAL, STATE, AND FEDERAL REQUIREMENTS UNLESS SPECIFIED OTHERWISE. CONTRACTOR WILL OBTAIN THESE DOCUMENTS, BECOME

FAMILIAR WITH THEM AND HAVE THEM ON THE JOB SITE AT ALL TIMES.

5. THE CONTRACTOR WILL MAKE SITE VISITS AND INSPECTIONS TO BECOME FAMILIAR WITH THE PROJECT AND MAKE ANY INVESTIGATIONS WHICH ARE APPROPRIATE TO CONFIRM THE SOILS/GEOTECHNICAL INFORMATION, TOPOGRAPHIC INFORMATION, WETLANDS, UTILITIES, ETC. TO BE ABLE TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ANY DEVIATIONS AND/OR DISCREPANCIES IN THE CONTRACTOR'S FINDING'S DURING BIDDING

WILL HAVE BEEN PRESENTED TO THE OWNER IN WRITING AT THE TIME OF BID.

6. CONTRACTOR WILL VERIFY THAT ALL PERMITS FOR CONSTRUCTION HAVE BEEN OBTAINED BY OWNER OR CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL REQUIRED PERMITS WILL BE MAINTAINED ON SITE AT ALL TIMES.

7. ALL MATERIALS, METHODS AND DETAILS OF CONSTRUCTION WILL CONFORM TO THE STANDARD SPECIFICATIONS OF FEDERAL, STATE, LOCAL MUNICIPALITY AND/OR THE APPROPRIATE UTILITY COMPANY, WHICHEVER TAKES PRECEDENCE.

ALL RIGHT-OF-WAY CONSTRUCTION WILL MEET LOCAL AND STATE DEPARTMENT OF TRANSPORTATION STANDARDS

AND SPECIFICATIONS, EDITION AS STATED IN THE CONTRACT DOCUMENTS.

8. ALL MATERIAL AND WORKMANSHIP ARE SUBJECT TO THE APPROVAL OF THE OWNER OR OWNER'S REPRESENTATIVE.

9. CONTRACTOR WILL NOT MAKE SUBSTITUTIONS OR REVISIONS WITHOUT APPROVAL OF THE OWNER OR OWNER'S

REPRESENTATIVE.

10. CONTRACTOR WILL KEEP ALL AREAS OF WORK CLEAN, NEAT AND ORDERLY. ALL PAVED SURFACES ARE TO BE CLEANED

OF SOIL AND DEBRIS AT THE CLOSE OF THE WORKDAY.

11. CONTRACTOR WILL COORDINATE WITH OWNER TO DETERMINE CONSTRUCTION STAGING AND STORAGE AREA PRIOR TO COMMENCEMENT OF MOBILIZATION IF NOT IDENTIFIED IN THE CONTRACT DOCUMENTS. CONSTRUCTION TRAILERS USED ON-SITE BY THE CONTRACTOR (IF NECESSARY) WILL BE PERMITTED THROUGH LOCAL GOVERNING AGENCY. IT

WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ACQUIRE ALL PERMITS.

12. A COMPLETE SET OF THE APPROVED CONTRACT DOCUMENTS WILL BE MAINTAINED ON SITE DURING THE

PERFORMANCE OF WORK.

13. WITHIN THESE NOTES, THE TERM CONTRACTOR WILL MEAN THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR

VENDOR PERFORMING CONSTRUCTION ON THE SITE.

1. ELECTRONIC FILES WILL BE MADE AVAILABLE UPON REQUEST FOR USE IN FIELD LOCATION OF ELEMENTS AND SITE

FEATURES. HARDCOPY INFORMATION WILL PREVAIL.

2. CONTRACTOR WILL STAKE THE LAYOUT OF THE ELEMENTS WITHIN THE CONTRACT DOCUMENTS FOR OWNER AND

OWNER'S REPRESENTATIVE APPROVAL PRIOR TO CONSTRUCTION.

3. NO TREE PLANTINGS WILL OCCUR WITHIN THE CLEAR ZONE, HORIZONTAL OFFSET, OR CLEAR SIGHT TRIANGLES PER THE FLORIDA DEPARTMENT OF TRANSPORTATION FLORIDA DESIGN MANUAL, EDITION AS STATED IN THE CONTRACT

DOCUMENTS.

4. CONFLICTS OR DISCREPANCIES WILL BE FIELD ADJUSTED AND APPROVED BY THE OWNER OR OWNER'S

REPRESENTATIVE PRIOR TO CONSTRUCTION.

1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES IN THE CONTRACT DOCUMENTS.

2. CONTRACTOR WILL INSTALL ALL MATERIALS AS SPECIFIED IN THE CONTRACT DOCUMENTS.

3. PLANT MATERIAL WILL BE FLORIDA #1 OR BETTER AT TIME OF INSTALLATION.

4. PROVIDE UNIT PRICES FOR EACH PLANT, WHICH INCLUDE ALL OTHER INCIDENTAL MATERIALS (I.E.

FERTILIZER, LABOR, ETC.). PINE STRAW MULCH IS INCIDENTAL TO PLANT COSTS. REPORT PROMPTLY ANY

DISCREPANCIES WHICH MAY AFFECT BIDDING.

5. PROVIDE OWNER AND OWNER'S REPRESENTATIVE THE SOIL TEST REPORT AS PREPARED IN ACCORDANCE WITH

TECHNICAL SPECIFICATIONS.

A. CONTRACTOR TO PROVIDE SOIL TEST REPORT PRIOR TO INSTALLATION OF SOIL AND PLANT

MATERIAL.

6. PROVIDE AMENDMENTS IN ACCORDANCE WITH SOIL TEST REPORT. SUBMIT AMENDED SOIL SAMPLES TO TESTING LABORATORY AND PROVIDE OWNER AND OWNER'S REPRESENTATIVE WITH THE SOIL TEST REPORT FOR REVIEW AND

APPROVAL.

7. APPLY HERBICIDES, MYCORRHIZAL INOCULANT AND FERTILIZER IN ACCORDANCE WITH THE TECHNICAL

SPECIFICATIONS.

8. FOR DISTURBED AREAS OF EXISTING SOD, CONTRACTOR TO INSTALL SOD OF THE SAME SPECIES. THE CONTRACTOR WILL LAY SOD SOLIDLY IN ALL INDICATED OR DISTURBED AREAS WITH JOINTS IN CONTACT WITH EACH OTHER. PIN ALL

SODDED SLOPES EQUAL TO OR GREATER THAN 3:1 WITH STEEL U PINS/SOD STAPLES.

9. PLANT CONTAINERS WILL BE REMOVED PRIOR TO INSTALLATION OF PLANT MATERIAL. IF PLANT MATERIAL IS NOT CONTAINER GROWN, REMOVE A MINIMUM OF THE TOP 1/3 OF BURLAP, FABRIC, OR WIRE BASKET. WIRE BASKETS MUST BE COMPLETELY REMOVED PRIOR TO INSTALLATION. REMOVE WEEDS FROM CONTAINERS AND FIELD GROWN

MATERIAL PRIOR TO PLANTING.

10. CONTAINER GROWN STOCK WILL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ALL THE SOIL TOGETHER FIRMLY, BUT NOT LONG ENOUGH TO HAVE BOUND

ROOTS.

11. PLANT MATERIAL WITH BROKEN ROOT BALLS, BOUND ROOTS, OR SUBSTANTIAL DAMAGE WILL BE REPLACED PRIOR TO

PLANTING.

12. ONLY PRUNE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.

13. PREPARE PLANTING PIT AND TRENCHES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

14. INSTALL PLANT MATERIAL IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

15. INSTALL SEED AND WEED FREE MULCH IN ACCORDANCE WITH THE CONTRACT DOCUMENTS

A. LIMITS OF MULCHING

B. PINE STRAW MULCH SHALL BE USED.

16. CONTRACTOR WILL MAINTAIN PLANT MATERIAL INCLUDING WATERING, OPERATION AND MAINTENANCE OF IRRIGATION SYSTEM, WEED CONTROL, PRUNING, LITTER REMOVAL MULCH MAINTENANCE AND REPLENISHMENT, TREE STAKING, DISEASE AND INSECT CONTROL, MOWING AND EDGING, AND LANDSCAPE MATERIAL REPLACEMENT UNTIL

SUBSTANTIAL COMPLETION.

17. PLANT MATERIAL WILL BE DEEMED DEAD IF THE TERMINAL LEADER IS DEAD OR DIES OR IF THE PLANT MATERIAL HAS

LESS THAN 90% VIABLE LEAF SURFACE AREA.

1. PROVIDE TEN (10) DAYS MINIMUM NOTICE TO THE OWNER AND OWNER'S REPRESENTATIVE

PRIOR TO SUBSTANTIAL COMPLETION INSPECTION.

2. "AS-BUILT" DRAWINGS WILL BE PROVIDED TO THE OWNER AND OWNER'S REPRESENTATIVE IN

CAD AND HARDCOPY FORMATS PRIOR TO SUBSTANTIAL COMPLETION.

3. SUBSTANTIAL COMPLETION WILL NOT OCCUR UNTIL RECORD "AS-BUILT" DRAWINGS HAVE BEEN

PROVIDED TO AND REVIEWED AND APPROVED BY OWNER AND OWNER'S REPRESENTATIVE.

4. CONTRACTOR WILL PROVIDE "AS-BUILT" DRAWINGS CERTIFIED BY A FLORIDA REGISTERED

SURVEYOR.

5. PROVIDE TEN (10) DAYS MINIMUM NOTICE TO THE OWNER AND OWNER'S REPRESENTATIVE

PRIOR TO FINAL ACCEPTANCE.

1. NO LESS THAN FORTY-FIVE DAYS PRIOR TO SUBSTANTIAL COMPLETION, CONTRACTOR WILL SUBMIT A

WRITTEN TECHNICAL LANDSCAPE MAINTENANCE PLAN TO THE OWNER AND OWNER'S

REPRESENTATIVE FOR REVIEW AND APPROVAL.

2. SUBSTANTIAL COMPLETION WILL NOT OCCUR UNTIL THE TECHNICAL LANDSCAPE MAINTENANCE PLAN IS APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE. AT A MINIMUM, THE PLAN WILL DESCRIBE THE METHODS, ACTIVITIES, MATERIALS AND SCHEDULE THROUGHOUT THE MAINTENANCE

PERIOD TO ACHIEVE THE FOLLOWING:

1. CONTRACTOR WILL PROVIDE A WARRANTY FOR THE PLANT MATERIAL INCLUDED IN THESE CONTRACT

DOCUMENTS FOR A PERIOD OF 12 MONTHS TO COMMENCE UPON SUBSTANTIAL COMPLETION.

A. AT THE END OF THE WARRANTY PERIOD, ALL PLANT MATERIAL WILL BE IN FLOURISHING

CONDITION OF ACTIVE GROWTH. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO

MONITOR THE PROJECT DURING THE ESTABLISHMENT PERIOD AND INFORM THE OWNER IF

PROBLEMS DEVELOP WITH THE LANDSCAPE MATERIAL. THE CONTRACTOR WILL REMOVE DEAD

AND UNHEALTHY LANDSCAPE MATERIAL IMMEDIATELY AND REPLACE AT THE CONTRACTOR'S

EXPENSE. WITHIN THE 12 MONTH PERIOD, THERE WILL BE QUARTERLY EVALUATION'S OF

MAINTENANCE BY OWNER AND, IF DIRECTED, CORRECTIVE ACTION TAKEN BY CONTRACTOR.

2. CONTRACTOR WILL PROVIDE MAINTENANCE IN ACCORDANCE WITH THE LANDSCAPE TECHNICAL MAINTENANCE PLAN FOR THE PLANT MATERIAL INCLUDED IN THESE CONTRACT DOCUMENTS FOR A

PERIOD OF 12 MONTHS TO COMMENCE UPON SUBSTANTIAL COMPLETION.

3. OWNER MAY TERMINATE THE MAINTENANCE PERIOD AT ANYTIME WITH OR WITHOUT CAUSE BUT THE

WARRANTY WILL REMAIN IN EFFECT UNTIL THE END OF THE 12 MONTH PERIOD.

A. KEEP ALL PLANTS INSTALLED AS SPECIFIED IN THE CONTRACT DOCUMENTS.

B. MOWING

C. EDGING

D. RECOMMENDED WATERING SCHEDULE AND OPERATION AND MAINTENANCE OF IRRIGATION SYSTEM

E. WEED CONTROL

F. PRUNING

F.1 KEEP ALL PLANTS PRUNED TO MAINTAIN PLANT HEALTH, CLEAR VISIBILITY OF

SIGNS, TRAFFIC SIGNALS, SAFE SIGHT DISTANCE AT INTERSECTIONS AND DRIVEWAYS,

SAFE AND OPERATIONAL HORIZONTAL AND VERTICAL CLEARANCE FROM ROADWAYS,

SIDEWALKS,PATHS / TRAILS, UTILITIES, LIGHT POLES, MECHANICALS EQUIPMENT, FENCES,

WALLS AND DRAINAGE STRUCTURES, AND UNOBSTRUCTED ACCESS FOR ALL AUTHORIZED

USERS.

G. FERTILIZATION

H. LITTER REMOVAL

I. MULCH MAINTENANCE AND REPLENISHMENT

J. TREE STAKING

K. DISEASE AND INSECT CONTROL

L. PLANT MATERIAL REPLACEMENT

3. THE SAMPLE LANDSCAPE TECHNICAL MAINTENANCE PLAN IS PROVIDED IN THE CONTRACT

DOCUMENTS. CONTRACTOR MAY SUBMIT THIS PLAN AS THEIR OWN TECHNICAL MAINTENANCE PLAN

OR PROVIDE A PLAN THAT MEETS THE MINIMUM REQUIREMENTS IDENTIFIED ABOVE.

LAYOUT NOTES:

GENERAL DETAIL NOTES:

LANDSCAPE INSTALLATION NOTES:

SUBSTANTIAL AND FINAL COMPLETION:

LANDSCAPE TECHNICAL MAINTENANCE PLAN NOTES:

WARRANTY AND MAINTENANCE PERIOD NOTES:

ALL LANDSCAPE SHALL BE INSTALLED TO MEET WALTON COUNTY LAND DEVELOPMENT CODE 5.01.00

LANDSCAPING.

CODE COMPLIANCE:

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SAN SAN SAN SAN

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FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

W W F M

F M

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SAN

EXISITING TREES AND

VEGETATION TO REMAIN

EXISTING STORM WATERMANAGEMENT FACILITY

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NURSERY ROAD

PROPERTY LINE,

TYP.

DURING FORCE MAIN

INSTALLATION, CONTRACTOR

SHALL LIMIT DISTURBANCE TO

EXISTING VEGETATION AND

TREES TO REMAIN, TO THE

EXTENT POSSIBLE.

EXISTING TREES AND

VEGETATION TO REMAIN

EXISTING TREES AND

VEGETATION TO REMAIN

SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE

TREES

QUSH 5

QUERCUS SHUMARDII

SINGLE LEADER, STRAIGHT,

FULL, FL #1 MIN.

SHUMARD OAK FG 3" CAL MIN 12` HT MIN

SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING

SHRUBS

SERE 59 SERENOA REPENS

FULL, FL #1 MIN. SAW PALMETTO 3 GAL 18" HT MIN 48" OC

VIDN 75 VIBURNUM OBOVATUM `DENSA`

FULL, FL #1 MIN. DWARF WALTER`S VIBURNUM 3 GAL 18" HT MIN 36" OC

ZAFL 135 ZAMIA FLORIDANA

FULL, FL #1 MIN. FLORIDA COONTIE 3 GAL 18" HT MIN 36" OC

ORNAMENTAL GRASSES

SPBA 67 SPARTINA BAKERI

FULL SAND CORDGRASS 3 GAL 18" HT MIN 36" OC

GROUND COVERS

AGAF 493 SF AGAPANTHUS AFRICANUS

FULL AFRICAN LILY 1 GAL 12" HT. MIN. 18" OC

HEDE 116 HELIANTHUS DEBILIS

FULL DUNE SUNFLOWER 1 GAL 8" SPRD MIN 18" OC

PANO 10,772 SF PASPALUM NOTATUM BAHIAGRASS SOD - -

PLANT SCHEDULE

WALTON COUNTY LANDSCAPE ARCHITECTURE REQUIREMENTS

LANDSCAPE REQUIREMENTS FOR VEHICULAR USE AREAS PER SEC. 5.01.02 REQUIRED PROPOSED

VEHICULAR USE AREA 14,607 SF

10% OF VUA TO BE LANDSCAPED 1,469 SF 1,708 SF

PARKING LOT ISLAND 5 5

1 CANOPY TREE/ISLAND 5 5

3 SHRUBS/ISLAND 15 79

SAN SAN SAN SAN

EXISITING TREES AND

VEGETATION TO REMAIN

EXISTING STORM WATERMANAGEMENT FACILITY

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AR

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NURSERY ROAD

PROPERTY LINE,

TYP.

DURING FORCE MAIN

INSTALLATION, CONTRACTOR

SHALL LIMIT DISTURBANCE TO

EXISTING VEGETATION AND

TREES TO REMAIN, TO THE

EXTENT POSSIBLE.

EXISTING TREES AND

VEGETATION TO REMAIN

EXISTING TREES AND

VEGETATION TO REMAIN

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NORTH

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GROUNDCOVER SPACING

NTS

ATYPICAL SPACING IN CURVILINIER PLANT BEDS.

OUTSIDE ROW TO FOLLOW CURVE AS SHOWN ON

PLAN

TYPICAL EDGE OF

PLANT BED

SPECIFIED O.C. SPACING (SEE

PLANT SCHEDULE)

1 / 2 OF SPECIFIED O.C.

SPACING

SPECIFIED O.C. SPACING (SEE

PLANT SCHEDULE)

TYPICAL EDGE OF

PLANTING BED

TY

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TS

12"

TYP.

FINAL TREE PLACEMENT TO BE APPROVED BY

OWNER'S REPRESENTATIVE AND COORDINATED

WITH THE COUNTY INSPECTOR.

CONTRACTOR SHALL ASSURE

PERCOLATION OF ALL PLANTING PITS

PRIOR TO INSTALLATION.

B&B OR CONTAINERIZED SEE PLANTING SCHEDULE

FOR SPECIFICATIONS

2" X 2" UNTREATED WOOD CROSS BRACE

EXTENDING OVER ROOT BALL AND TREE

WELL

TOP OF ROOT FLARE SHALL BE 1"-2"

ABOVE FINISH GRADE

STAKES SHALL BE DRIVEN MINIMUM OF 3'-0"

INTO COMPACTED SOIL AND SUBGRADE

2" X 2" WOOD STAKE FOR TREES UNDER 4" CAL.,

2" X 4" WOOD STAKE FOR TREES 4" CAL. & ABOVE

CANOPY TREE PLANTING

NTS

NOTE:

1.

2.

3" MIN. OF PINE STRAW MULCH -12"

CLEARANCE AROUND TRUNKS AND STEMS

SOIL BERM TO HOLD WATER

FINISHED GRADE

PREPARED PLANTING SOIL

SCARIFY SIDES OF HOLE

TO 4" DEPTH MINIMUM

COMPACT PLANTING SOIL

BENEATH ROOTBALL

149-079-038-02

VARIES

APPLY PINE STRAW MULCH IN A

DIAMETER 1.5 TIMES THE SIZE OF

TREE ROOT BALL WHERE PROPOSED

TREE PLANTINGS OCCUR IN SOD WITH

A MINIMUM OF 6'.

12"

2" X 2" UNTREATED WOOD CROSS BRACE

EXTENDING OVER ROOT BALL AND TREE WELL

2" X 2" WOOD STAKE FOR TREES UNDER 4" CAL.,

2" X 4" WOOD STAKE FOR TREES 4" CAL. & ABOVE

TREE MULCH RING

NTS

NOTE:

PINE STRAW MULCH 3" MIN. DEPTH 12" CLEARANCE

AROUND TRUNKS AND STEMS

TYPICAL OVERSTORY TREE

SMOOTH, CONTINUOUS, & SYMMETRICAL

CUT SOD EDGE

*SEE SHADE TREE PLANTING

DETAIL FOR TREE STAPLES

1. FINAL TREE PLACEMENT TO BE

APPROVED BY OWNER'S REPRESENTATIVE AND

COORDINATED WITH THE COUNTY INSPECTOR.

2. CONTRACTOR SHALL ASSURE

PERCOLATION OF ALL PLANTING PITS

PRIOR TO INSTALLATION.

2" X 2" UNTREATED WOOD CROSS BRACE

EXTENDING OVER ROOT BALL AND TREE

WELL

TOP OF ROOT FLARE SHALL BE 1"-2" ABOVE

FINISH GRADE

STAKES SHALL BE DRIVEN MINIMUM OF

3'-0" INTO COMPACTED SOIL AND

SUBGRADE

2"x2" WOOD STAKES FOR TREES UNDER 4" CAL.

2"x4" WOOD STAKES FOR TREES 4" CAL & ABOVE

MULTI-TRUNK TREE PLANTING

NTS

NOTES:

3" MIN. OF PINE STRAW MULCH -12"

CLEARANCE AROUND TRUNKS AND STEMS

SOIL BERM TO HOLD WATER

FINISHED GRADE

B+B OR CONTAINERIZED (SEE

PLANT SCHEDULE FOR

CONTAINER REQUIREMENTS)

SCARIFY SIDES OF HOLE

TO 4" DEPTH MINIMUM

PREPARED PLANTING SOIL

COMPACT PLANTING SOIL

BENEATH ROOTBALL

SECTION VIEW

PEG SOD ON SLOPES OF 3:1 OR GREATER

FG B&B OR CONTAINERIZED (SEE PLANT

SCHEDULE FOR CONTAINER REQUIREMENTS)

PREPARED PLANTING SOIL AS SPECIFIED

FINISHED GRADE

COMPACT PLANTING SOIL BENEATH ROOTBALL

1.5X

PLANTING PIT 1.5 TIMES MIN. WIDTH OF

ROOTBALL

1. B&B OR CONTAINERIZED (SEE

SPECIFICATIONS FOR ROOTBALL

REQUIREMENTS)

2. FINAL TREE STAKING DETAILS AND

PLACEMENT TO BE APPROVED BY OWNER'S

REPRESENTATIVE.

2" X 2" UNTREATED WOOD CROSS BRACE

EXTENDING OVER ROOT BALL AND TREE WELL

TOP OF ROOT FLARE SHALL BE 1"-2" ABOVE

FINISH GRADE

STAKES SHALL BE DRIVEN MINIMUM OF 3'-0" INTO

COMPACTED SOIL AND SUBGRADE

2" X 2" WOOD STAKE FOR TREES UNDER 4" CAL.,

2" X 4" WOOD STAKE FOR TREES 4" CAL. & ABOVE

CANOPY TREE PLANTING ON SLOPE

NTS

NOTES:

SOIL BERM TO HOLD WATER

3" MIN. OF PINE STRAW MULCH 12"

CLEARANCE AROUND TRUNKS AND STEMS

3:1 SLOPE

SECTION VIEW

6" TY

P.

+/-36"

VARIES

BACKFILL WITH 12" - 34" GRAVEL.

DEPTH TO MEET EXISTING

SAND LAYER FOR PERCOLATION

AUGERED HOLE DEPTH TO

PENETRATE THROUGH OCCLUDING LAYER

TO A DEPTH ASSURING PROPER

PERCOLATION

12" OF CLEAN SAND, COMPACTED. ADJUST

LAYER THICKNESS SO THAT TOP OF ROOT

FLARE IS 1"-2" ABOVE FINISH GRADE

FILTER CLOTH (SEE SPECIFICATIONS

FOR MANUFACTURER AND RECOMMENDED

INSTALLATION INSTRUCTIONS)

FINISH GRADE

BACKFILL WITH PREPARED

PLANTING SOIL AS SPECIFIED

WATER TABLE (DEPTH VARIES)

AUGERED HOLE TO PENETRATE

THROUGH OCCLUDING LAYER TO

A DEPTH ASSURING PROPER

PERCOLATION

LIMITS OF TREE/ SHRUB PIT

(H.P.)

SLOPE BOTTOM OF

PLANTING PIT TO DRAIN

FINAL TREE PLACEMENT TO BE APPROVED BY

OWNER'S REPRESENTATIVE AND COORDINATED

WITH THE COUNTY INSPECTOR.

CONTRACTOR SHALL ASSURE PERCOLATION OF

ALL PLANTING PITS PRIOR TO INSTALLATION.

FILL THE EXCAVATED TREE PIT WITH AN AMOUNT OF

WATER EQUAL TO THE DEPTH OF THE TREE PIT. WATER

SHALL PERCOLATE AT A RATE OF ONE INCH PER HOUR

UNTIL THE TREE PIT IS DEVOID OF STANDING WATER. IF

STANDING WATER REMAINS AFTER TWENTY FOUR

HOURS CONTACT LANDSCAPE ARCHITECT.

PLANTING IN POOR SOILS

NTS

ROOTBALL 3.

2.

1.

NOTE:

PLAN VIEW

SECTION VIEW

6" TYP

6"

1. AT PLANT BEDS, ENTIRE

BED TO BE EXCAVATED

TO RECEIVE PLANTING SOIL

AND PLANT MATERIAL.

EXCAVATE ENTIRE BED SPECIFIED

FOR GROUNDCOVER PLANTING BED

TO A DEPTH OF 12"

SOIL BERM TO

HOLD WATER

SCARIFY SIDES

OF HOLE TO 4"

DEPTH MINIMUM

CONTAINERIZED (SEE PLANT SCHEDULE FOR

CONTAINER REQUIREMENTS)

PREPARED PLANTING SOIL (SEE

SPECIFICATIONS)

COMPACT PLANTING SOIL BENEATH

ROOTBALL

SHRUB PLANTING

NTS

NOTES:

FINISHED

GRADE

3" DEPTH MINIMUM OF PINE

STRAW MULCH

1. EXCAVATE TRENCH BY HAND WITH SPADE. ADD EXCESS SOIL TO ADJACENT PLANT BED AFTER PULLING

BACK EXISTING MULCH, RAKE SOIL AND SMOOTH BEFORE MULCHING.

2. ALL EXISTING TREES TO BE SAVED SHALL HAVE MINIMUM OF 36 INCHES OF PINE STRAW MULCH RADIUS

AROUND TRUNKS.

PLANTING BED & TREE MULCH RING EDGE

NTS

GRASS

APPROX. 30 DEGREES

APPROX. 45 DEGREES

3" PINE STRAW MULCH

EXISTING SOIL - FINE RAKED AND FREE OF WEEDS AND

OTHER DELETERIOUS MATERIALS, SEE

SPECIFICATIONS

4"min 6"max

NOTES:

CL

CONTAINERIZED

(SEE PLANT SCHEDULE FOR CONTAINER

REQUIREMENTS)

PREPARED PLANTING SOIL (SEE

SPECIFICATIONS)

COMPACT PLANTING SOIL BENEATH

ROOTBALL

EXCAVATE ENTIRE BED SPECIFIED FOR

GROUNDCOVER PLANTING TO A DEPTH OF 12"

PEG SOD ON SLOPES OF 3:1 OR

GREATER

1. AT PLANT BEDS, ENTIRE BED

TO BE EXCAVATED TO RECEIVE

PLANTING SOIL AND PLANT MATERIAL.

SHRUB ON SLOPE PLANTING

NTS

3" MIN. DEPTH OF PINE STRAW MULCH

SOIL BERM TO HOLD WATER

FINISHED GRADE

3:1 SLOPE MAX.

SCARIFY SIDES OF HOLE TO 4"

DEPTH MINIMUM

NOTES:

6" TY

P.

4" TOPSOIL AS

SPECIFIED

3/4"

COMPACTED

SUBGRADE

CURB &

GUTTER

4" TOPSOIL AS SPECIFIED

4" TOPSOIL AS

SPECIFIED

SOD AS

SPECIFIED

COMPACTED

SUBGRADE

CURB &

GUTTER

3" PINE STRAW MULCH

AS SPECIFIED

3" PINE STRAW MULCH AS

SPECIFIED

PLANTING

BED

4" TOPSOIL AS

SPECIFIED

TURF

3" PINE STRAW MULCH

AS SPECIFIED

CLEARLY DEFINE LINE BETWEEN

TURF/SOD & PLANTING AREA MULCH

UNDISTURBED

SUBGRADE

SIDEWALK

UNDISTURBED

SUBGRADE

6" TYP

UNDISTURBED

SUBGRADE UNDISTURBED

SUBGRADE

TYPICAL EDGE CONDITIONS

NTS

6" TYP

3/4"

1/2"

3/4"

6" TYP

COMPACTED

SUBGRADE

SAN SAN SAN SAN SAN SAN SAN SAN SAN

W W

W W

W W

W W W W W W W W W W W W W W W W W W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

W W F M

F M

F M

F M

F M

SAN

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AR

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EN

L

AN

E D

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IV

E

NURSERY ROAD

WELL

EXISTING STORM WATERMANAGEMENT FACILITY

ANTICIPATED IRRIGATION WELL

LOCATION. SUBJECT TO CHANGE

PER WELL DRILLER'S SITE

INVESTIGATION. CONTRACTOR TO

PROVIDE CONCRETE PAD FOR

PUMP STATION AND WELL

INSTALLATION UPON FINAL WELL

LOCATION DETERMINATION.

AREA TO RECEIVE DRIP

IRRIGATION, TYP.

MAINLINE SLEEVING, TYP.

MAINLINE, TYP.

LATERAL SLEEVING, TYP.

C

RS

CONTROLLER AND RAIN SENSOR. FINAL

LOCATION TO BE DETERMINED BY CLIENT

PROPERTY LINE,

TYP.

SAN SAN SAN SAN

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

AREA TO RECEIVE DRIPLINE

RAIN BIRD XFS-CV-06-12

XFS-CV SUB-SURFACE AND ON-SURFACE LANDSCAPE DRIPLINE

WITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT

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

EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF

INSERT FITTINGS.

2,428 L.F.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

RAIN BIRD ESPLXME2 W/ (3) ESPLXMSM12

48 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER.

(1) ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC

WALL-MOUNT ENCLOSURE W/ (3) ESPLXMSM12 - 12-STATION

EXPANSION MODULES.

HUNTER RFC-NO

RAIN AND FREEZE SENSOR, WITH CONDUIT INSTALLATION,

MOUNT AS NOTED. NORMALLY OPEN SWITCH.

WELL 1

IRRIGATION MAINLINE: PVC SCHEDULE 40 141.2 L.F.

PIPE SLEEVE: PVC SCHEDULE 40

MAINLINE

29.0 L.F.

PIPE SLEEVE: PVC SCHEDULE 40

LATERAL

18.7 L.F.

C

RS

WELL

IRRIGATION SCHEDULE

FLOW TOTALS

Area for Dripline: 24.3 Total: 24.3 GPM

FLOW AVAILABLE 220.1 GPM

Area for Dripline: 1 Valves Total: 1 Valves

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IR1.00

NORTH

IRRIGATION WELL AND PUMP STATION PERFORMANCE SPECIFICATION

IRRIGATION WATER SUPPLY WELL

1.01 PERFORMANCE REQUIREMENTS

A. MINIMUM TESTED IRRIGATION WATER SUPPLY WELL PERFORMANCE CAPACITY:

THE WELL SHALL BE CAPABLE OF A MINIMUM OF 40 GPM AT 60 PSI AT THE WELL HEAD. THE SUBMERSIBLE PUMP AND MOTOR SHALL BE DESIGNED FOR CONTINUOUS SUBMERGED OPERATION. THE PUMP SHALL BE DRIVEN BY A MOTOR ATTACHED BELOW THE PUMP SECTION. ELECTRICAL POWER SHALL BE 480 VOLT, 3 PHASE, 60 HERTZ. THE OWNER SHALL PROVIDE ALL PRIMARY AND SECONDARY ELECTRICAL FOR THE PUMP STATION. THE WELL PUMP SHALL BE CONTROLLED WITH A VARIABLE FREQUENCY DRIVE.

THE VFD PANEL SHALL BE MOUNTED AT LEAST 12" FROM FINISHED GRADE INSIDE A PROTECTIVE COVER. THIS DATA SHALL BE THE BASIS FOR DETERMINING ALL VARIABLES SUCH AS THE PUMP, MOTOR, VFD, AND WIRE SIZE. THE DEPTH OF THE WELL SHALL BE DETERMINED AS NEEDED FOR PERFORMANCE REQUIREMENTS.

1.02 QUALITY ASSURANCE

A. WELL DRILLER QUALIFICATIONS: AN EXPERIENCED WATER SUPPLY WELL DRILLER LICENSED IN THE JURISDICTION WHERE THE PROJECT IS LOCATED.

B. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT TESTING AGENCY, ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, WITH THE EXPERIENCE AND CAPABILITY TO

CONDUCT THE TESTING INDICATED, AS DOCUMENTED ACCORDING TO ASTM E 548.

C. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES

HAVING JURISDICTION, AND MARKED FOR INTENDED USE.

D. AWWA COMPLIANCE: COMPLY WITH AWWA A100 FOR WATER SUPPLY WELLS.

ALL OF THE ZONES WILL NOT BE RUN AT ONCE

- THE FLOW TOTALS BELOW REFLECT THE

TOTAL DEMAND AND WOULD NOT IMPACT THE

METER ALL AT ONCE

IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL

NECESSARY MODIFICATIONS REQUIRED TO MEET THE SCHEMATIC

INTENT OF THESE PLANS PRIOR TO SUBMITTING PROPOSAL.

THESE PLANS OUTLINE THE OVERALL LAYOUT THE SYSTEM AND

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ZONE

THE SYSTEM ACCORDINGLY BASED ON FLOW AND PRESSURE AVAILABLE.

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FOLLOWING

BUT NOT LIMITED TO AVAILABLE FLOW, AVAILABLE PRESSURE,

CONNECTION ASSEMBLY, CAPACITY OF THE SYSTEM.

IRRIGATION NOTES

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, ETC. PRIOR TO BEGINNING WORK.

2. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING

OR CONTINUING WORK.

3. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE

LANDSCAPE ARCHITECT.

4. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS.

CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS.

5. THE IRRIGATION PLANS ARE SCHEMATIC IN NATURE, NOT FULLY PIPED IRRIGATION PLANS AND NO VALVE BOXES AND VALVE

LOCATIONS; SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT THE PLAN.

6. CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE WILL NOT ALLOW SYSTEM MODIFICATION TO BE POSSIBLE.

7. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED.

8. WHERE APPLICABLE IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER SPRAY BEYOND

LANDSCAPE AREAS.

9. EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT

ZONE OF ANY TREE.

10. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION

VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES.

11. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNER'S

REPRESENTATIVE.

12. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED.

13. CONTRACTOR TO PROVIDE PERMANENT BENCH-MARKS ON ALL CURB LINES AT RELATED SLEEVE LOCATIONS (TYP).

14. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED TO MINIMIZE ROOT DISTURBANCE IN EXISTING TREES.

15. IRRIGATION SPRAYS AND ROTORS ARE NOT COMBINED ON THE SAME CONTROL VALVE CIRCUIT - LANDSCAPE BEDS AND TURF ON

SEPARATE CIRCUITS.

16. MAINLINE SHOWN FOR CLARITY. INSTALL MAINLINE 6" FROM B.O.C WHEN POSSIBLE. COORDINATE WITH OTHER DISCIPLINES TO

AVOID CONFLICTS

17. ALL DRIP ZONES TO HAVE MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD EDGE

18. CONTROLLER & RAIN SENSOR TO BE LOCATED OUTSIDE IN GREEN SPACE, SCREENED FROM THE PUBLIC VIEW. AVOID OVERHEAD

OBSTRUCTIONS AND OVERSPRAY ASSOCIATED WITH RAIN SENSOR.

19. NOT ALL NECESSARY SLEEVES SHOWN. INSTALL WHERE NECESSARY AND COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE THE CONSTRUCTION PROCESS. CONTRACTOR TO PERMANENTLY MARK ALL SLEEVE CROSSINGS AT

ASSOCIATED TOPS OF CURB

20. PROVIDE ELECTRICAL POWER & CONDUIT FROM POWER SOURCE, BETWEEN IRRIGATION CONTROLLER & WELL AND TO ANY ASSOCIATED APPURTENANCES. CONTRACTOR TO PROVIDE CONDUIT AND 110V, SINGLE PHASE POWER FOR CONTROLLER.

21. COORDINATE WITH CONTRACTOR FOR INSTALLATION LOCATION OF IRRIGATION WELL AND ASSOCIATED APPURTENANCES (BACKFLOW, FLOW SENSOR, MASTER CONTROL VALVE, BOOSTER PUMP, ETC). ALL EQUIPMENT TO BE LOCATED OUTSIDE IN GREEN

SPACE.

IRRIGATION WELL NOTES

1. CONTRACTOR RESPONSIBLE FOR COORDINATING WELL SIZE,

DEPTH, AND LOCATION WITH WELL DRILLER. UPON WELL DRILLER

INVESTIGATION, WELL SIZE, LOCATION, AND DEPTH SUBJECT TO

CHANGE.

2. CONTRACTOR SHALL TEST IRRIGATION WATER AFTER WELLS

ARE CONSTRUCTED TO ENSURE IT IS SUITABLE FOR LANDSCAPE

IRRIGATION. IF THE IRON CONTENT EXCEEDS 1.2 PARTS PER

MILLION, THE CONTRACTOR SHALL PROVIDE A COST PROPOSAL TO

THE ENGINEER FOR PROVIDING A RUST INHIBITOR SYSTEM TO

ENSURE THAT ROADWAY PAVEMENT AND OTHER STRUCTURES ARE

NOT STAINED. THIS WORK, IF NEEDED, WILL BE IN ADDITION TO THE

CONTRACT.

KEY MAP

CONTRACTOR TO PROVIDE ONE (1) YEAR

WARRANTY OF ALL PRODUCTS AND WORKMANSHIP

TO INCLUDE WINTERIZATION AND SPRING

START-UP.

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IR1.50

NTS

NTS

LATERAL PIPE

TYPICAL SPRAY / ROTAR HEAD

SECTION NTS

" M

IN

6" CLEAR

NOZZLES

FINISHED

GRADE/TOP

OF MULCH

1/2" FLEX PIPE, LENGTH AS NEEDED

SCH 40 SWEEP ELBOW

LATERAL TEE

POP-UP SPRAY SPRINKLER ON

6"OR 12" RISER (UNLESS

SPECIFIED PER IRRIGATION

SCHEDULE

IR1.50

1 TURF GRASS

VALVE BOX LID

FINISH GRADE

2" AIR RELIEF VALVE:

TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE

2" X 3 4" PVC REDUCER BUSHING

BARB X FEMALE THREAD CONNECTOR:

2" BLANK DRIPLINE TUBING:

BARB X MALE THREAD CONNECTOR:

PVC TEE CONNECTED TO PVC HEADER PIPE

3" MINIMUM DEPTH OF

3 4" WASHED GRAVEL

BRICK (1 OF 2)

1 2

10 11

8 9

AIR RELIEF VALVE IN XFS DRIP LINE

SECTION

IR1.50

6-INCH MINIMUM DEPTH OF

BRICK (1 OF 2)

FILTERED DRAIN VALVE:

PVC LATERAL PIPE

PVC SCH 40 TEE

VALVE BOX WITH COVER:

FINISH GRADE/TOP OF MULCH

3/4-INCH WASHED GRAVEL

DRAIN VALVE

SECTION

IR1.50

FINISH GRADE

CONTROL WIRE WITH

IDENTIFICATION TAG

NDS VALVE BOX WITH LOCKING

COVER

90° ELL-PVC SCHEDULE

SCHEDULE 80 PVC

NIPPLE

MAIN LINE FITTING

MAIN SUPPLY LINE

6" GRAVEL SUMP

LINE BOTTOM OF VALVE PIT WITH LANDSCAPE FABRIC.

MAINTAIN CLEAR SPACE BETWEEN BOTTOM OF VALVE PIT

AND VALVE. DO NOT ALLOW BOX TO REST ON PIPE.

TO SPRINKLERS

TYPICAL CONTROL VALVE

SECTION NTSIR1.50

COMMERCIAL CONTROL DRIP ZONE VALVE KIT

SECTION / PLAN NTS

654321 7

3 14 15

10 11 1312 14

FINISH GRADE/TOP OF MULCH

VALVE BOX WITH COVER:

REMOTE CONTROL VALVE:

ID TAG

WATERPROOF CONNECTION:

30-INCH LINEAR LENGTH OF WIRE, COILED

PRESSURE REGULATING QUICK CHECK BASKET

FILTER:

PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)

PVC SCH 40 ELL

PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND

PVC SCH 40 ELL

PVC SCH 40 TEE OR ELL

MAINLINE PIPE

3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED

GRAVEL

PVC SCH 80 NIPPLE, CLOSE

PVC SCH 40 TEE

PVC SCH 40 ELL

PVC SCH 40 FEMALE ADAPTOR

LATERAL PIPE

15 16 17 18

16 72 14

16 714

SIDE VIEW

TOP VIEW

IR1.50

IRRIGATION CONTROLLER:

CONTROLLER (OWNER TO SPECIFY WALL MOUNT

OR STAINLESS STEEL PEDESTAL MOUNT). INSTALL

PER MANUFACTURER'S RECOMMENDATIONS.

JUNCTION BOX

1-INCH CONDUIT AND FITTINGS TO POWER

SUPPLY

POWER SUPPLY WIRE

2-INCH CONDUIT AND FITTINGS FOR STATION

WIRES

WIRES TO REMOTE CONTROL VALVES

NOTES:

1. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE

THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF

CONTROLLER AND TRANSITION LARGER VALVE AND COMMON

WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE

USED IN CONTROLLER.

2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC

CONDUIT FOR BELOW GRADE CONDITIONS.

3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE

GROUND RESISTANCE OF 10 OHMS OR LESS.

TYPICAL CONTROLLER

ELEVATION NTS

IR1.50

1.

2.

ALL MAIN LINE TO BE INSTALLED ACCORDING AND TESTED TO

MANUFACTURER'S INSTALLATION INSTRUCTIONS.

ALL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ON THE

TYPICAL TRENCHING DETAILS.

INSTALLATION NOTES:

TYPICAL THRUST BLOCK

SECTION NTS

IR1.50

INSTALLATION NOTES

1. 3000 PSI CONCRETE OR BETTER IS TO BE USED FOR THRUST BLOCKS.

2. FOR 45°/90° FITTINGS, MINIMUM OF 2 CUBIC FEET OF CONCRETE TO BE USED.

3. FOR 22-1/2° FITTINGS, MINIMUM OF 0.5 CUBIC FEET OF CONCRETE TO BE USED.

4. FOR TEES, MINIMUM OF 2 CUBIC FEET OF CONCRETE TO BE USED. THRUST

BLOCKS REQUIRED FOR IRRIGATION MAINLINE 2 1/2" AND LARGER.

THRUST BLOCK REINFORCEMENT

SECTION NTS

IR1.50

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IR1.51

TYPICAL BUBBLER

SECTION NTS

NOTE: BUBBLER SHALL NOT BE PLACED AT

TRUNK FLARE.

PVC SLIP-THREAD ADAPTOR.

BUBBLER NOZZLE AS SPECIFIED.

3" A

BO

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AD

E

WATER WELL AS PER

PLANTER DETAIL.

FINISHED GRADE.

" B

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AD

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PVC SLIP-THREAD ADAPTER.

PVC LATERAL LINE.

2" IPS FLEX HOSE WITH PVC

FLEX GLUE AND PRIMER 5'

LENGTH MIN.

IR1.51

ALL DRIPLINE TUBING AND FITTING CONNECTIONS SHALL BE

CLAMPED PER MANUFACTURERS SPECIFICATIONS

DRIPLINE

NOTE:

1. DRIP TUBING TO BE ROUTED IN THE PLANT MATERIAL

BED WITH AT MAXIMUM LATERAL SPACING OF 16 INCHES.

2. DRIP TUBING TO BE INSTALLED IN A GRID PATTERN. DRIP

TUBING SHALL NOT BE INSTALLED IN A LONG

CONTINUOUS RUN.

3. CONTRACTOR TO REFER TO IRRIGATION PLAN FOR

LOCATION OF CONTROL VALVES THAT UTILIZE

MULTIPLE DRIPLINE SUPPLY CONNECTIONS (IF

SHOWN).

CONTRACTOR TO REFER TO IRRIGATION PLAN FOR

LOCATION OF CONTROL VALVES THAT UTILIZE MULTIPLE

DRIPLINE SUPPLY CONNECTIONS. IF NOT SHOWN, INSTALL

WITHIN ADJACENT GREEN AREA NOT IN A HIGHLY VISIBLE

AREA.

WHEN DRIPLINE REQUIRES MULTIPLE SUPPLY POINTS EACH

POINT SHALL BE CONNECTED UTILIZING RAINBIRD FITTINGS.

TO NEXT DRIP SUPPLY POINT

WHERE APPLICABLEFROM CONTROL VALVE

DRIPLINE TEE

AREA PERIMETER

AREA PERIMETER

TYPICAL DRIP LINE

PLAN NTSIR1.51

3'

MIN.

3'

MIN.

IRRIGATION SLEEVE

ROADWAY/DRIVEWAY BASE

SHARED SLEEVE, WHERE APPLICABLE WITH

LATERALS & MAINLINE ONLY.

ALL WIRING IS SEPARATE CONDUIT.

CONCRETE CURB WHERE

APPLICABLE

TURF/PLANTING BED

END OF SLEEVE

END OF SLEEVE

METALLIC DISC

METALLIC DISC

TURF/PLANTING BED

TYPICAL SLEEVING

SECTION NTS

IR1.51

12" MIN

10'

12" MIN 18" MIN 18" MIN 12" MIN 12" MIN

ALL 120 VOLT WIRING IN

CONDUIT TO BE INSTALLED IN

ACCORDANCE WITH LOCAL

CODE.

ALL PLASTIC PIPING TO BE SNAKED IN

TRENCHES AS SHOWN.

TAPE AND BUNDLE WIRING AT 10 FT.

INTERVALS

ALL MAIN LINES TO BE INSTALLED IN ACCORDANCE

WITH MANUFACTURER'S INSTALLATION

SPECIFICATIONS.

120 VOLT IN CONDUIT

WIRING

MAIN SUPPLY

LATERAL

MAIN SUPPLY,

LATERAL, AND

WIRING

MAINLINE

WIRING

LATERAL

METAL DETECTABLE

MARKING TAPE

TYPICAL TRENCHING

SECTION / PLAN NTSIR1.51