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2121 Midway Road

Suite 300

Carrollton, Texas 75006

972.248.7676

TBPE No. F-438

TBPLS No. 10076000

SITE PLAN

2121 Midway Road

Suite 300

Carrollton, Texas 75006

972.248.7676

TBPE No. F-438

TBPLS No. 10076000

2"X2" X

1

8

" SQUARE STEEL

TUBE FRAME

SITE CONC. OR

FINISH GRADE

CONC. BASE

(3,000 PSI)

PROVIDE SIGNAGE PER TEXAS

ACCESSIBILITY STANDARDS

WHERE APPLICABLE.

UNIVERSAL HANDICAPPED

SIGNAGE PER TEXAS

ACCESSIBILITY STANDARDS.

NOT TO SCALE

1/4"

CROWN

HANDICAP SIGNAGE DETAIL

45°

POST MOUNTED

RESERVED

ACCESSIBLE PARKING

SIGN

F

L

A

R

E

M

A

X

.

S

L

O

P

E

1

:

1

2

4" WHITE

PAINT

STRIPE

1'-6"

17

'-6

" M

AX

6" WIDE CONCRETE

PARKING LOT CURB

PAINTED

INTERNATIONAL

WHEEL CHAIR

SYMBOL

PRECAST CONCRETE

WHEEL STOP (TYP.) AT

ALL PARKING SPACE

ABUTTING SIDEWALK

11'-0" MIN.

VAN

5'-0" 9'-0"

18

' M

IN

.

20

' M

AX

6'-0"5'-0"6'-0"

NOT TO SCALE

F

L

A

R

E

M

A

X

.

S

L

O

P

E

1

:

1

2

PRIMARY RAMP

MAX. SLOPE 1:12

MIN. REQUIRED

LANDING AREA- 2%

MAX. SLOPE IN ALL

DIRECTIONS

4" WIDE

PAINTED

PARKING LOT

STRIPE

ACCESSIBLE PARKING AND PARKING STRIPING

2121 Midway Road

Suite 300

Carrollton, Texas 75006

972.248.7676

TBPE No. F-438

TBPLS No. 10076000

2121 Midway Road

Suite 300

Carrollton, Texas 75006

972.248.7676

TBPE No. F-438

TBPLS No. 10076000

2121 Midway Road

Suite 300

Carrollton, Texas 75006

972.248.7676

TBPE No. F-438

TBPLS No. 10076000

FOR REFERENCE ONLY

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20'-0"

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MT

.

5'-0"

10'-0"

PE

15'-0"

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50'-0" LA

ND

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1. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPE AND

STRUCTURES WHETHER OR NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION

OF ALL UNDERGROUND UTILITIES AND WILL BE RESPONSIBLE FOR COSTS INCURRED DUE TO DAMAGE OR

REPLACEMENT OF SAID UTILITIES OR STRUCTURES CAUSED BY HIS FORCES. REF. CIVIL PLANS FOR PROPOSED

UTILITY LINE LOCATIONS.

2. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION, AS DESIGNED, WHEN IT IS OBVIOUS THAT UNKNOWN

OBSTRUCTIONS OR CONFLICTS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL

BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME

FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

3. ALL TREES AND PLANTING BEDS ARE TO BE LAID OUT IN THE FIELD BY THE LANDSCAPE CONTRACTOR FOR REVIEW BY

THE OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION OR PREPARATION OF PLANTING AREAS. CONTRACTOR

ASSUMES FULL RESPONSIBILITY FOR FAILURE TO OBTAIN OWNER'S REVIEW OF THE LAYOUT INCLUDING

MODIFICATIONS REQUIRED.

4. THE LANDSCAPE CONTRACTOR SHALL RECEIVE THE SITE AT (+,-) 0.1' OF FINISH GRADE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOPSOIL AS NEEDED FOR THE INCLUSION OF

THE SOIL AMENDMENTS.

6. PLANTING AREA PREPARATION TO INCLUDE A MINIMUM OF 3" OF APPROVED ORGANIC MATTER TILLED INTO THE TOP 8"

OF PLANTING AREA SOIL UNLESS OTHERWISE SPECIFIED. REMOVE ALL ROCKS, CLODS AND DEBRIS. LEAVE PLANTING

AREAS SMOOTH AND ASSURE POSITIVE DRAINAGE AWAY FROM BUILDING.

7. ALL LAWN AND LANDSCAPE AREAS ARE TO BE SEPARATED BY RYERSON STEEL EDGING.

8. ALL PLANTING BEDS AND TREE PITS ARE TO RECEIVE A MINIMUM OF 2" OF SHREDDED HARDWOOD MULCH. SAVE THIS

OPERATION UNTIL NEAR FINAL INSPECTION.

9. ALL SHRUBS ARE TO BE LOCATED A MINIMUM OF 3' FROM STEEL EDGING, CURBS, WALKS, TREES, AND BUILDINGS.

10. TREES TO BE PLANTED IN PARKING LOT ISLANDS LESS THAN TEN FEET (10') WIDE SHALL INSTALL A ROOT BARRIER

PANELS. ROOT BARRIERS ARE ONLY TO BE INSTALLED LINEAR ALONG THE HARDSCAPE AND NOT TO SURROUND THE

TREES.

11. ALL TURF AREAS SHALL HAVE THE TOP 2" OF SOIL MECHANICALLY TILLED. RAKE ALL AREAS REMOVING DEBRIS, CLODS

AND ROCKS 1" DIA. AND GREATER. RENDER SOIL LOOSE AND FINELY GRADED. ELIMINATE ALL DEPRESSIONS AND

RIDGES AND PROVIDE A SMOOTH, AND EVEN FINISH GRADE.

12. ALL TURF AREAS ARE TO BE HYDROMULCHED WITH COMMON BERMUDA (IF WATER RESTRICTIONS ALLOW) OR

APPROVED SEASONAL GRASS ALONG WITH 15:5:10: FERTILIZER OR AS SPECIFIED.

13. SHALL WATER RESTRICTIONS NOT ALLOW FOR HYDROMULCH CONTRACTOR SHALL NOTIFY OWNER/REPRESENTATIVES

TO COORDINATE ALTERNATIVES PRIOR TO THE ORDERING OF ANY MATERIAL. FAILURE TO DO SO MAY RESULT IN

REWORK AT NO ADDITIONAL COST TO THE OWNER

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS AND

SHALL COORDINATE INSTALLATION OF THE LANDSCAPING WITH INSTALLATION OF THE IRRIGATION SYSTEM.

15. THE SITE SHALL BE IRRIGATED BY AN AUTOMATIC IRRIGATION SPRINKLER SYSTEM AND SHALL HAVE RAIN AND FREEZE

SENSORS.

16. ALL PLANTING AREAS SHALL BE MAINTAINED WEED FREE UNTIL FINAL ACCEPTANCE.

17. ALL WORK SHALL BE GUARANTEED AGAINST ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE

YEAR FROM THE DATE OF FINAL ACCEPTANCE.

18. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 1-YEAR FROM THE DATE OF FINAL ACCEPTANCE. THE

CONTRACTOR SHALL NOT BE RESPONSIBLE FOR LOSS AS THE RESULT OF NEGLIGENT MAINTENANCE, FIRE, FREEZE,

FLOOD, THEFT, VANDALISM, DISEASE, OR INSECTS UNLESS THE CONTRACTOR HAS BEEN CONTRACTED TO PERFORM

MAINTENANCE OPERATIONS ON THE PROJECT.

19. THE CONTRACTOR SHALL ADJUST FINAL PLANT MATERIAL LOCATIONS AS NEEDED TO ACCOMMODATE LIGHT FIXTURES,

UNDERGROUND SERVICE LINES, AND OTHER UTILITIES.

20. CONTRACTOR IS RESPONSIBLE FOR THE REMOVING OF TOPSOIL AS NECESSARY TO ACCOMMODATE INCORPORATION

OF SOIL AMENDMENTS INCLUDING TOPDRESSING

21. CONTRACTOR TO ASSURE PROPER PLANTING AREA EDGE CONDITIONS AT HARDSCAPE. PROPER BED TAPER WILL BE

REQUIRED. ABRUPT BED DROPOFFS AT PAVING WILL NOT BE ALLOWED.

2121 Midway Road

Suite 300

Carrollton, Texas 75006

972.248.7676

TBPE No. F-438

TBPLS No. 10076000

CAUTION!!!

EXISTING UNDERGROUND POWER, GAS, CABLE, &

TELEPHONE IN PROJECT AREA. CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATING AND LOCATING EXISTING

UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR DAMAGE TO ALL EXISTING

UTILITIES AND STRUCTURES WHETHER OR NOT THEY ARE

SHOWN ON THE PLANS.

DIG TESS: 1-800-344-8377

CALL CITY FOR WATER AND SEWER LINES.

NOTE:

CONTRACTOR SHALL VERIFY WATER RESTRICTIONS WITH THE

TOWN AT TIME OF PLANTING. SHOULD WATER RESTRICTIONS

NOT ALLOW FOR HYDRO-MULCH, HYDRO-SEDING, OR SPRIGGING

(STAGE 3 AND STAGE 4 WATER RESTRICTIONS), AN APPROVED

ALTERNATIVE FOR GRASSING SHALL BE INSTALLED.

JAN 30, 2019

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BUILDING SETBACK, CAB Y, PG. 533

TURF

TRACT 1

LOT 3, BLOCK A

CROSS TIMBERS ADDITION

CAB. Y, PG. 533

71,182 SF

1.6341 ACRES

EXISTING SIDEWALK

CROSS TIMBERS ROAD - FM 1171

CE

SO SHUMARD RED OAK/QUERCUS SHUMARDII

BH DWARF BURFORD HOLLY/ILEX CORNUTA

CE CEDAR ELM/ULMUS CRASSIFOLIA

LG WEEPING LOVE GRASS/ERAGROTIS

CURVULA

SO

RY RED YUCCA/HESPERALOE PARVIFLORA

LG

145

RY

14

RY

8

LG

80

RY

18

LG

225

TS

18

LG

50

LG

260

LG

60

LG

100

LG

80

LG

80

LG

90

LG

400

TS

14

BH

17

LG

80

EXISTING

STONE

SIGN

EXISTING TREES

TS TEXAS SAGE/LEUCOPHYLLUM FRUTESCENS

STREET YARD LANDSCAPING

STANDARD

TOTAL STREET

YARD (SQ.FT.)

REQUIRED PROVIDED

MIN. 20% OF STREET YARD34,422 SF 6,889 SF 16,693 SF

STREET YARD TREES

STANDARD

TOTAL STREET

YARD (SQ.FT.)

REQUIRED PROVIDED

10,000-110,000 SF = 10 FOR

FIRST 10,000 SF PLUS 1 PER

2,500 SF

34,422 SF20 20

TREES REQUIRED TO SATISFY OTHER PROVISIONS OF LANDSCAPING

REQUIREMENTS AND LYING WITHIN THE STREET YARD MAY BE USED TO

SATISFY THE REQUIREMENTS OF OTHER SECTIONS

STREET BUFFER TREES

STANDARD

REQUIRED BUFFER

WIDTH

REQUIRED PROVIDED

1 PER 25 LF (SCENIC)

FM 1171 = 209 LF 9 10

PARKING AREA TREES

STANDARD

NO. OF PARKING

SPACES

REQUIRED PROVIDED

1 TREE PER 10 PARKING

SPACES

72 8 20

ALL PARKING SPACES ARE LOCATED WITHIN 50 FT OF A TREE

MULCH

CONTRACTOR TO SOD

ALL DISTURBED AREAS

NOTE:

ALL LANDSCAPE AREAS TO BE

IRRIGATED WITH AUTOMATIC

IRRIGATION SYSTEM

LIMITS OF SOD

INLET

I

N

L

E

T

CM CRAPE MYRTLE/LAGERSTROEMIA INDICA

'DALLAS RED'

CM

STREET YARD LINE

POTTED PLANTS AS

SELECTED BY OWNER

SC SEASONAL COLOR

TURF BERMUDAGRASS / CYNODON DACTYLON

BUILDING SETBACK, CAB Y, PG. 533

LANDSCAPE EDGE (TYP.)

TURF

LIMITS OF SOD

BH

42

2121 Midway Road

Suite 300

Carrollton, Texas 75006

972.248.7676

TBPE No. F-438

TBPLS No. 10076000

NOTE:

TREE PITS ARE TO BE TESTED FOR WATER PERCOLATION. WATER SHALL

DRAIN OUT OF TREE PIT WITHIN A 24-HOUR PERIOD

IF DRAINAGE DOES NOT OCCUR NATURALLY, THE TREE SHALL BE MOVED

OR DRAINAGE PROVIDED.

TREES SHALL NOT BE WATERED TO THE POINT OF SOIL SATURATION. IF

SOIL BECOMES SATURATED, WATERING SHALL BE

ADJUSTED TO ALLOW SOIL MOISTURE TO DEPLETE.

A 3" LAYER OF MULCH SHALL BE PROVIDED AROUND THE BASE OF THE

PLANTED TREE. MULCH SHALL BE TAPERED TO 0" AT THE TRUNK.

REMOVE TOP 1/3 OF BURLAP (B&B ONLY) AND ALL WIRES STRINGS ETC

FROM AROUND TRUNK.

NOT TO SCALE

NOT TO SCALE

NOTE:

CONTRACTOR SHALL VERIFY WATER RESTRICTIONS WITH THE

TOWN AT TIME OF PLANTING. SHOULD WATER RESTRICTIONS

NOT ALLOW FOR HYDRO-MULCH, HYDRO-SEDING, OR SPRIGGING

(STAGE 3 AND STAGE 4 WATER RESTRICTIONS), AN APPROVED

ALTERNATIVE FOR GRASSING SHALL BE INSTALLED.

NOTE: TOP OF ROOT BALL

TO BE LEVEL WITH

ADJACENT FINISHED

GRADE.

SHRUB

FINISH

GRADE

WATER RETENTION BASIN (2" HT.)

3"MULCH AS SPECIFIED

1

2

ROOT BALL DIA.

PLANTING SOIL MIXTURE (60% EXIST.

SOIL LESS ROCK & DEBRIS & 40%

ORGANIC MATTER MIXED TOGETHER

ROOT BALL

1

2

ROOT BALL DIA.

D

DD

TRIANGULARLY SPACE ALL GROUND COVERS. D =

GROUNDCOVER OR SHRUB SPACING AS NOTED.

EXISTING PAVING OR

CURB

REMOVE ALL LABELS

SHRUB (TYPICAL)

SEE PLAN

GROUNDCOVER (TYPICAL)

MULCH (AS SPECIFIED) SLOPE

MULCH FROM WALK OR CURB

EDGE TO 1" ABOVE WALK OR CURB

1"

PLANTING MIX AS SPECIFIED

REMOVE CONTAINER AND

PRUNE AND CIRCLING ROOT

JAN 30, 2019

CAUTION!!!

EXISTING UNDERGROUND POWER, GAS, CABLE, &

TELEPHONE IN PROJECT AREA. CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATING AND LOCATING EXISTING

UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR DAMAGE TO ALL EXISTING

UTILITIES AND STRUCTURES WHETHER OR NOT THEY ARE

SHOWN ON THE PLANS.

DIG TESS: 1-800-344-8377

CALL CITY FOR WATER AND SEWER LINES.

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NOT TO SCALE

'SAFETY STAKE' BELOW GROUND

MODEL BY TREE STAKE SOLUTIONS

(281.723.9084) OR APPROVED

EQUAL.

ROOT FLARE OR BUTTRESS ROOTS

TO BE EXPOSED 2" ABOVE FINISHED

GRADE.

ROPES AT TOP OF BALL SHALL BE

CUT. REMOVE TOP 1/3 OF BURLAP.

NON-BIODEGRADABLE MATERIAL

SHALL BE TOTALLY REMOVED.

SOIL SAUCER: USE 3" MIN.

PREPARED TOPSOIL

3" HARDWOOD MULCH AS SPECIFIED

TAPER TO 0" AT TRUNK

PREPARED ADMIXTURE BACKFILL OR

NATIVE SOIL

TAMPED ADMIXTURE BACKFILL

FILTER FABRIC

3/4" - 1" GRAVEL

3' DEEP X 18" DIA. WITH 3/4" - 1"

GRAVEL FILLED DRY SUMP

4" PERFORATED PVC PIPE WITH CAP

2X BALL DIA. MIN.

2'-0

" M

IN

.

CE

SO SHUMARD RED OAK/QUERCUS SHUMARDII

BH DWARF BURFORD HOLLY/ILEX CORNUTA

TURF BERMUDAGRASS / CYNODON DACTYLON

CE CEDAR ELM/ULMUS CRASSIFOLIA

LG WEEPING LOVE GRASS/ERAGROTIS

CURVULA

SO

TS TEXAS SAGE/LEUCOPHYLLUM FRUTESCENS

RY RED YUCCA/HESPERALOE PARVIFLORA

AS SHOWN4" CALIPER 8 6' MINIMUM SPREAD; 12' MINIMUM HEIGHT; FULL

ROUNDED HEAD 6' MINIMUM BRANCHING

HEIGHT; NURSERY GROWN

AS SHOWN4" CALIPER 6' MINIMUM SPREAD; 12' MINIMUM HEIGHT; FULL

ROUNDED HEAD 6' MINIMUM BRANCHING

HEIGHT; NURSERY GROWN

5 GALLON

5

AS SHOWN32

MINIMUM 3' HEIGHT X 2' SPREAD; FULL PLANTS TO

GROUND; NURSERY GROWN; CONTAINER GROWN.

5 GALLON AS SHOWN59

MINIMUM 3' HEIGHT X 2' SPREAD; FULL PLANTS TO

GROUND; NURSERY GROWN; CONTAINER GROWN.

5 GALLON AS SHOWN40

MINIMUM 3' HEIGHT X 2' SPREAD; FULL PLANTS TO

GROUND; NURSERY GROWN; CONTAINER GROWN.

MIN. 12" HEIGHT X 12" SPREAD; FULL PLANT;

CONTAINER GROWN; NURSERY STOCK

1 GALLON 18" O.C. 1,650

COMMON BERMUDA, PROVIDE AND PLANT

SEASONAL GRASS AS NEEDED FOR TEMPORARY

COVER, INCLUDING FINE GRADING, PREPARATION,

FERTILIZER AND PERMANENT SEEDING AT

CORRECT PLANTING TIME FOR COVER.

SQ. YD.

NOTES:

1. VERIFY PLANT QUANTITIES DIRECTLY FROM THE PLANS. THE QUANTITIES SHOWN HERE ARE AN AID TO THE CONTRACTOR ONLY. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE PLANT QUANTITIES SHOWN ON THE PLANS.

2. ALL PLANT MATERIALS ARE TO BE HIGH QUALITY AND SHALL MEET OR EXCEED GRADES AND STANDARDS SET FORTH BY THE TEXAS ASSOCIATION OF

NURSERYMEN AND "AMERICAN STANDARDS FOR NURSERY STOCK". PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE SIZE, HEIGHT, SPREAD AND

CONDITION REMARKS AS SHOWN IN THE PLANT LIST.

55

LN. FT.

LANDSCAPE EDGE

SQ. FT.

BED PREP AREA

168

5,412

CM CRAPE MYRTLE/LAGERSTROEMIA INDICA

'DALLAS RED'

AS SHOWN10'-12' HT. MINIMUM 10'-12' HEIGHT X 5' SPREAD, 3-5

MULTI-TRUNK; NURSERY GROWN

5

CM

SC SEASONAL COLORSEASONAL COLOR; QUANTITY AND TYPE TO BE

DETERMINED AT TIME OF PLANTING

TBD

FIRE

RISER

ROOM

1'' WATER METER

1'' RP DEVICE

1'' MASTER VALVE

1/2

1

1/2

1/2

1/21/2

1/2

1''

B1

15

1450

1/2

1/2

1/2

1

B3

1''

13

1300

1/2

3/4

1''

B5

7

625

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

3/4

1

1''

B6

13

B4

1''

10

CONTROLLER 'B'

1 1/2

1 1/2

1 1/2

1 1/21 1/21 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1 1/2

1/2

B2

1''

8

2121 Midway Road

Suite 300

Carrollton, Texas 75006

972.248.7676

TBPE No. F-438

TBPLS No. 10076000

CAUTION!!!

EXISTING UNDERGROUND POWER, GAS, CABLE, &

TELEPHONE IN PROJECT AREA. CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATING AND LOCATING EXISTING

UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR DAMAGE TO ALL EXISTING

UTILITIES AND STRUCTURES WHETHER OR NOT THEY ARE

SHOWN ON THE PLANS.

DIG TESS: 1-800-344-8377

CALL CITY FOR WATER AND SEWER LINES.

IRRIGATION IN TEXAS IS REGULATED BY

THE TEXAS COMMISION ON ENVIRONMENTAL

QUALITY ( TCEQ ) ( MC-178 ) P.O. BOX 13087

T.C.E.Q.'S WEB SITE IS: WWW.TCEQ.STATE.TX.US

HUNTER PROS-04-PRS30 SERIES POP UP SPRAY HEAD WITH PRO SPRAY SERIES NOZZLE AS NOTED BELOW

HUNTER I2C-800-M SERIES AUTOMATIC CONTROLLER WITH 'WSS-SEN' WIRELESS ET SENSOR

LOCATE SENSOR AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT

CLASS 200 ( EXCEPT 1/2 INCH #315 ) PVC LATERAL PIPE

HUNTER ICV SERIES ELECTRIC REMOTE CONTROL VALVE

HUNTER HQ-33-LRC-R QUICK COUPLING VALVE WITH LOCKING PURPLE COVER AND 3/4" PVC BALL VALVE

ONE 4'' CLASS 200 SLEEVE PIPE

SCH 40 PVC MAINLINE PIPE

LEGEND

L.I.C. SHALL SELECT PRO-SPRAY SPRAY NOZZLES FOR "HEAD-TO-HEAD" COVERAGE, ADJUSTED

FOR NO OVERSPRAY ONTO WALLS AND WALKS. NO OVERSPRAY INTO STREETS IS PERMITTED.

HUNTER PROS-06-NSI-PRS30 SERIES POP UP SPRAY HEADS WITH HUNTER MSBN-50H STREAM BUBBLER NOZZLES. ( TWO PER TREE )

HUNTER PROS-04-PRS30 SERIES POP UP SPRAY HEAD WITH SS / ES SERIES STRIP NOZZLE UNLESS NOTED OTHERWISE.

SEE INSTALLATION NOTE #13 REGARDING TREE BUBBLER LATERAL PIPE

HUNTER ICV SERIES ELECTRIC REMOTE CONTROL, "TREE BUBBLER ZONE" VALVE

SEE INSTALLATION NOTE #13 REGARDING TREE BUBBLER LATERAL PIPE

IRRIGATION WATER METER AND TAP, SIZE AS NOTED ON THE PLAN

WILKINS 375 SERIES REDUCED PRESSURE TYPE BACKFLOW PREVENTOR INSTALLED PER CITY CODE

RAIN BIRD XCZ-100-PRB-COM AUTOMATIC DRIP VALVE ASSEMBLY WITH 40 PSI PRESSURE REGULATOR

AND COMMERCIAL BASKET FILTER WITH STAINLESS STEEL SCREEN

RAINBIRD XFS-CV SERIES ( XFS-CV-06-12 ) DRIP TUBE IN SHRUB BED INSTALLED AT 2" DEPTH

SEE INSTALLATION NOTE #16 REGARDING DRIP TUBE LAYOUT IN SHRUB BEDS.

8 LINEAR FEET OF RAIN BIRD #LDQ0806 1/4" DRIP TUBE PLACED IN AN EVENLY SPACED SPIRAL AT PLANTER

ONE 4" CLASS 200 SLEEVE PIPE WITH LONG RADIUS "SWEEP" FITTINGS

AutoCAD SHX Text
Drawing: C:\Users\adam\James Pole Irri. Dropbox\Irrigation\JandB\CrossTimbersAddition\DRA002-IRRI.dwg Saved By: adam Save Time: 1/29/2019 1:53 PMC:\Users\adam\James Pole Irri. Dropbox\Irrigation\JandB\CrossTimbersAddition\DRA002-IRRI.dwg Saved By: adam Save Time: 1/29/2019 1:53 PM Saved By: adam Save Time: 1/29/2019 1:53 PMadam Save Time: 1/29/2019 1:53 PM Save Time: 1/29/2019 1:53 PM1/29/2019 1:53 PM
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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REVISIONS DURING CONSTRUCTION
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NO.
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REVISIONS DURING PLAN REVIEW
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BY
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DATE
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PROJECT NO.
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SHEET NO.
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MP
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AE
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DRA
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002
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IR-1
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LANDSCAPE IRRIGATION PLAN
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LOT 3, BLOCK A
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CROSS TIMBERS ADDITION
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Flower Mound, Denton County, Texas
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Plotted by: ##### Plot Date: 1/29/2019 1:57 PM##### Plot Date: 1/29/2019 1:57 PM Plot Date: 1/29/2019 1:57 PM1/29/2019 1:57 PM
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GRAPHIC SCALE
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0
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20
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40
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20
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1"=20'
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I
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01 / 29 / 2019
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JAMES POLE
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658
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LANDSCAPE WATER MANAGEMENT
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IRRIGATION DESIGN, CONSULTING, AND
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IRRIGATION CONSULTANTS
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100 N. LOCUST ST., SUITE 3
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DENTON, TEXAS 76201
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FAX: 940.382.2475
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TEXAS L.I.C. #658
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PHONE: 940.243.2364
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2121 Midway Road

Suite 300

Carrollton, Texas 75006

972.248.7676

TBPE No. F-438

TBPLS No. 10076000

CAUTION!!!

EXISTING UNDERGROUND POWER, GAS, CABLE, &

TELEPHONE IN PROJECT AREA. CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATING AND LOCATING EXISTING

UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR DAMAGE TO ALL EXISTING

UTILITIES AND STRUCTURES WHETHER OR NOT THEY ARE

SHOWN ON THE PLANS.

DIG TESS: 1-800-344-8377

CALL CITY FOR WATER AND SEWER LINES.

IRRIGATION IN TEXAS IS REGULATED BY

THE TEXAS COMMISION ON ENVIRONMENTAL

QUALITY ( TCEQ ) ( MC-178 ) P.O. BOX 13087

T.C.E.Q.'S WEB SITE IS: WWW.TCEQ.STATE.TX.US

AND CODES, AND WILL SECURE ALL REQUIRED PERMITS. L.I.C. SHALL PAY ANY ASSOCIATED FEES UNLESS

5. UNSLEEVED PIPES MAY BE SHOWN UNDER PAVEMENT FOR GRAPHIC CLARITY ONLY. INSTALL THESE PIPES IN

11. PROVIDE ONE QUICK COUPLER KEY WITH SWIVEL HOSE ELL FOR EVERY SIX Q.C. VALVES. ( MINIMUM ONE SET ).

12. CONTRACTOR IS TO CONTACT APPROPRIATE AUTHORITIES AND LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.

8. VALVE BOXES SHALL BE INSTALLED FLUSH WITH GRADE, SUPPORTED BY BRICKS IF NEEDED, WITH 3 INCHES

"IRRIGATION WIRE". WIRE SPLICES SHALL INCLUDE DBY CONNECTORS AS MANUFACTURED BY 3M COMPANY. ALL

BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH WELD-ON #795 SOLVENT AND #P-70 PRIMER.

10. ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12" MINIMUM LENGTH OF 1/2" FLEX PVC. THE FLEX PVC SHALL

9. USE RIGID SCH. 80 PVC SWING JOINT ASSEMBLIES TO CONNECT ALL ROTARY HEADS AND QUICK COUPLERS.

7. 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR DIRECT BURIAL, SINGLE CONDUCTOR

6. ELECTRIC POWER SHALL BE PROVIDED WITHIN FIVE FEET OF CONTROLLER LOCATION BY GENERAL CONTRACTOR.

FIELD SPLICES SHALL BE LOCATED IN A ROUND VALVE BOX OF SUFFICIENT SIZE TO ALLOW INSPECTION.

FOR QUICK COUPLING VALVES, AND 10" ROUND BOXES FOR ELECTRIC VALVES UNLESS NOTED OTHERWISE.

OF CLEAN PEA GRAVEL LOCATED BELOW THE VALVE. USE 12" x 17" RECTANGULAR VALVE BOXES WITH PURPLE LID

4. LATERAL PIPE SHALL BE INSTALLED AT A MINIMUM DEPTH OF 12 INCHES. MAINLINE PIPE AND WIRES SHALL BE INSTALLED

OTHERWISE NOTED. ALL LOCAL CODES SHALL PREVAIL OVER ANY DISCREPANCIES HEREIN AND SHALL BE

D.C.A., WITH UPSTREAM BALL VALVE AND WYE FILTER SHALL BE BOXED AND LOCATED ACCORDING TO LOCAL CODE.

L.I.C. TO PROVIDE FINAL HARD-WIRE TO CONTROLLER.

ADJACENT LANDSCAPED AREAS.

AT A MINIMUM DEPTH OF 18 INCHES. NO MACHINE TRENCHING SHALL BE PERMITTED WITHIN EXISTING TREE ROOT ZONES.

INSTALLATION NOTES

ENSURE PROPER COVERAGE AT NO ADDITIONAL COST TO THE OWNER.

1. COORDINATE IRRIGATION INSTALLATION WITH PLANTING PLAN AND SITE CONDITIONS TO PROVIDE COMPLETE

PROCEED UNTIL DIRECTED BY THE LANDSCAPE ARCHITECT.

COVERAGE WITH MINIMUM OVERSPRAY. THE IRRIGATION CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO

3. CONFIRM MINIMUM STATIC WATER PRESSURE OF 60 PSI AT THE HIGHEST ELEVATION OF THE SYSTEM LIMITS, AND

13. LATERAL PIPE TO TREE STREAM BUBBLER HEADS IS OMITTED FOR GRAPHIC CLARITY. CONNECT TREE BUBBLER HEADS TO

VALVES AS SHOWN WITH CLASS 200 PVC PIPE SIZED TO ALLOW A MAXIMUM FLOW VELOCITY OF 5 FEET PER SECOND

2. THE IRRIGATION CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE MANDATED IRRIGATION ORDINANCES

MAXIMUM STATIC WATER PRESSURE OF 90 P.S.I. AT THE LOWEST ELEVATION OF THE SYSTEM LIMITS AT LEAST 7

DAYS BEFORE BEGINNING WORK. IF STATIC WATER PRESSURE IS OUTSIDE THE RANGE STATED ABOVE, DO NOT

ADDRESSED BEFORE ANY CONSTRUCTION BEGINS.

14. THE PROPOSED LOCATIONS OF ALL ABOVE- GROUND EQUIPMENT INCLUDING BACKFLOW PREVENTORS, CONTROLLERS

VALVE BOXES, AND WEATHER SENSORS SHALL BE STAKED BY THE CONTRACTOR FOR APPROVAL BY THE LANDSCAPE

ARCHITECT OR OWNER'S REPRESENTATIVE BEFORE THESE ITEMS ARE INSTALLED.

FINAL HEAD ADJUSTMENTS BY THE CONTRACTOR SHALL INCLUDE THE ADDITION OF CHECK VALVES WHERE NEEDED TO

PREVENT EXCESSIVE LOW HEAD DRAINAGE. THE CONTRACTOR SHALL BUDGET FOR, AND INSTALL CHECK VALVES FOR UP

10 % OF THE TOTAL NUMBER OF HEADS WHEN NEEDED, WITH NO ADDITIONAL COST TO THE OWNER.

15. ALL HEADS SHALL BE INSTALLED A MINIMUM OF 4" FROM PAVEMENT EDGES. ( 6" OR GREATER WHERE REQUIRED BY LOCAL CODE )

WHEN HAND - TRENCHING WITHIN EXISTING TREE ROOT ZONES, NO ROOTS LARGER THAN 1" DIAMETER SHALL BE CUT.

HUNTER PROS-04-PRS30 SERIES POP UP SPRAY HEAD WITH PRO SPRAY SERIES NOZZLE AS NOTED BELOW

HUNTER I2C-800-M SERIES AUTOMATIC CONTROLLER WITH 'WSS-SEN' WIRELESS ET SENSOR

LOCATE SENSOR AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT

CLASS 200 ( EXCEPT 1/2 INCH #315 ) PVC LATERAL PIPE

HUNTER ICV SERIES ELECTRIC REMOTE CONTROL VALVE

HUNTER HQ-33-LRC-R QUICK COUPLING VALVE WITH LOCKING PURPLE COVER AND 3/4" PVC BALL VALVE

ONE 4'' CLASS 200 SLEEVE PIPE

SCH 40 PVC MAINLINE PIPE

LEGEND

L.I.C. SHALL SELECT PRO-SPRAY SPRAY NOZZLES FOR "HEAD-TO-HEAD" COVERAGE, ADJUSTED

FOR NO OVERSPRAY ONTO WALLS AND WALKS. NO OVERSPRAY INTO STREETS IS PERMITTED.

HUNTER PROS-06-NSI-PRS30 SERIES POP UP SPRAY HEADS WITH HUNTER MSBN-50H STREAM BUBBLER NOZZLES. ( TWO PER TREE )

HUNTER PROS-04-PRS30 SERIES POP UP SPRAY HEAD WITH SS / ES SERIES STRIP NOZZLE UNLESS NOTED OTHERWISE.

SEE INSTALLATION NOTE #13 REGARDING TREE BUBBLER LATERAL PIPE

HUNTER ICV SERIES ELECTRIC REMOTE CONTROL, "TREE BUBBLER ZONE" VALVE

SEE INSTALLATION NOTE #13 REGARDING TREE BUBBLER LATERAL PIPE

IRRIGATION WATER METER AND TAP, SIZE AS NOTED ON THE PLAN

WILKINS 375 SERIES REDUCED PRESSURE TYPE BACKFLOW PREVENTOR INSTALLED PER CITY CODE

CONTROLLER STATION

FLOW IN G.P.M.

VALVE SIZE

APPROX. LINEAR

FOOTAGE OF DRIP TUBE

RAIN BIRD XCZ-100-PRB-COM AUTOMATIC DRIP VALVE ASSEMBLY WITH 40 PSI PRESSURE REGULATOR

AND COMMERCIAL BASKET FILTER WITH STAINLESS STEEL SCREEN

16. WHERE SHOWN ON THE PLANS, MASS SHRUB / GROUNDCOVER BEDS SHALL INCLUDE RAIN BIRD XFS-CV SERIES DRIP TUBE

WITH PRE-INSTALLED .6 GPH DRIP EMITTERS EVERY 12", INSTALLED IN CENTER-FED GRIDS WITH ROWS SPACED 18" APART.

INDIVIDUAL DRIP TUBE RUNS SHALL NOT EXCEED 200 L.F. SEE DRIP GRID DETAILS FOR HEADER AND EXHAUST PIPE

USE PRE-FABRICATED RAIN BIRD QF HEADER PIPE, WITH TWIST LOCK FITTINGS. PRESSURE TEST ALL FITTING CONNECTIONS

BEFORE BACKFILLING. INSTALL DRIP TUBE PERPENDICULAR TO SLOPE FACE. EACH DRIP ZONE SHALL INCLUDE ONE

MANUAL FLUSH VALVES (1/2" PVC BALL VALVE) SHALL BE INSTALLED AT THE FARTHEST POINTS FROM THE ZONE VALVE.

"OPERATION INDICATOR" MODEL OPERIMD, LOCATED AT THE FARTHEST DISTANCE FROM THE DRIP VALVE ASSEMBLY.

2" BELOW FINISHED SOIL GRADE ( NOT INCLUDING MULCH LAYER ), SECURED WITH RAIN BIRD #LD16STK STAKES EVERY 18".

SIZES. WHERE REQUIRED, PVC LATERAL "TRUNK" LINES SHALL BE INSTALLED 10" DEEP. ALL DRIP TUBE SHALL BE SET

INSTALL THE OPERATION INDICATOR ADJACENT TO EDGING OR IN LOW PLANTINGS FOR EASE OF VIEWING. PROVIDE

ADDITIONAL CHECK VALVES TO PREVENT TUBE DRAINAGE IN GRIDS WITH GREATER THAN 8 FEET OF ELEVATION CHANGE.

INSTALL MANUAL FLUSH VALVES IN A 10" BOX AT THE FARTHEST DISTANCES FROM THE VALVE ASSEMBLY.

RAINBIRD XFS-CV SERIES ( XFS-CV-06-12 ) DRIP TUBE IN SHRUB BED INSTALLED AT 2" DEPTH

SEE INSTALLATION NOTE #16 REGARDING DRIP TUBE LAYOUT IN SHRUB BEDS.

MINIMUM STATIC PRESSURE : 60 PSI

DESIGN PRESSURE : 59 PSI

8 LINEAR FEET OF RAIN BIRD #LDQ0806 1/4" DRIP TUBE PLACED IN AN EVENLY SPACED SPIRAL AT PLANTER

ONE 4" CLASS 200 SLEEVE PIPE WITH LONG RADIUS "SWEEP" FITTINGS

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Plotted by: ##### Plot Date: 1/29/2019 1:57 PM##### Plot Date: 1/29/2019 1:57 PM Plot Date: 1/29/2019 1:57 PM1/29/2019 1:57 PM
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Drawing: C:\Users\adam\James Pole Irri. Dropbox\Irrigation\JandB\CrossTimbersAddition\DRA002-IRRI.dwg Saved By: adam Save Time: 1/29/2019 1:53 C:\Users\adam\James Pole Irri. Dropbox\Irrigation\JandB\CrossTimbersAddition\DRA002-IRRI.dwg Saved By: adam Save Time: 1/29/2019 1:53 Saved By: adam Save Time: 1/29/2019 1:53 adam Save Time: 1/29/2019 1:53 Save Time: 1/29/2019 1:53 1/29/2019 1:53 PM
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CHECKED BY:
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DRAWN BY:
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DESIGNED BY:
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REVISIONS DURING CONSTRUCTION
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NO.
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REVISIONS DURING PLAN REVIEW
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BY
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DATE
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NO.
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BY
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DATE
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PROJECT NO.
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SHEET NO.
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MP
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AE
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AE
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DRA
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002
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IR-2
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LANDSCAPE IRRIGATION DETAILS
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LOT 3, BLOCK A
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CROSS TIMBERS ADDITION
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Flower Mound, Denton County, Texas
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I
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O
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01 / 29 / 2019
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E
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C
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N
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E
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S
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R
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I
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D
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R
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G
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A
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I
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T
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JAMES POLE
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E
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L
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S
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T
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T
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A
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F
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O
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R
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658
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E
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T
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X
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S
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A
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LANDSCAPE WATER MANAGEMENT
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IRRIGATION DESIGN, CONSULTING, AND
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IRRIGATION CONSULTANTS
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100 N. LOCUST ST., SUITE 3
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DENTON, TEXAS 76201
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FAX: 940.382.2475
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TEXAS L.I.C. #658
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PHONE: 940.243.2364
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JUNCTION BOX
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AND FITTINGS
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WALL MOUNT CONTROLLER
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VALVES
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WIRES TO REMOTE CONTROL
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PVC SCH 40 CONDUIT
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1-INCH PVC SCH 40 CONDUIT
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AND FITTINGS TO POWER SUPPLY
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CABINET
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METAL CONTROLLER
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OUTSIDE WALL
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PVC CAP
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FINISH GRADE
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24" MIN. TO
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3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER
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PVC CAP (TYPICAL)
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4. MECHANICALLY TAMP TO 95% PROCTOR.
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SLEEVE TO 24-INCHES MINIMUM ABOVE FINISH GRADE.
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2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.
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1. ALL PVC IRRIGATION SLEEVES TO BE CLASS 200 PIPE.
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NOTES:
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SLEEVING
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PAVING
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18" MAX.
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12" MIN.
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DITCH
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SLEEVES
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4" MIN. CLEARANCE
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18" MIN.
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PAVING
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(TYPICAL)
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WIRE W/O CONDUIT
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1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC
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HAVE BEEN MADE.
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AFTER ALL CONNECTIONS
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OR GREATER. UNTIE
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OF DIRECTION OF 30%%D
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ALL WIRING AT CHANGES
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TIE A 24-INCH LOOP IN
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CONDUIT
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WIRING IN
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TRENCH DETAIL
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2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS.
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TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.
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NOTES:
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10-FOOT INTERVALS.
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TAPE AND BUNDLE AT
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AND BESIDE MAINLINE.
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RUN WIRING BENEATH
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%%UPLAN VIEW
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TRENCH AS SHOWN.
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PLASTIC PIPING TO
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ALL SOLVENT WELD
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BE SNAKED IN
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THE SAME TRENCH
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MAINLINE, LATERAL,
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AND WIRING IN
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%%USECTION VIEW
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PIPE
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LATERAL
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MAINLINE
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PIPE
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PVC LATERAL PIPE
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3/4-INCH WASHED GRAVEL
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3.0-INCH MINIMUM DEPTH OF
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PVC SCH 40 TEE OR ELL
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SCH 80 NIPPLE ( 2" LENGTH,
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PVC SCH 80 NIPPLE
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PVC SCH 40 MALE ADAPTER
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HIDDEN) AND SCH 40 ELL
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WATER PROOF CONNECTION
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30-INCH LENGTH OF WIRE
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PVC SCH 80 NIPPLE (CLOSE)
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REMOTE CONTROL VALVE:
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VALVE BOX WITH COVER:
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FINISH GRADE/TOP OF MULCH
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PVC MAINLINE PIPE
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(LENGTH AS REQUIRED)
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PVC SCH 40 ELL
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REMOTE CONTROL VALVE
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BRICK (1 OF 4)
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3" MIN.
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10-INCH ROUND
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(1 OF 2)
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1" X 30" GALV. STEEL PIPE
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SCH. 80 SWING JOINT ASSEMBLY
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FINISH GRADE/TOP OF MULCH
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PVC SCH 80 NIPPLE
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(LENGTH AS REQUIRED)
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PVC SCH 40 TEE OR ELL
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QUICK-COUPLING VALVE:
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POP-UP SPRAY HEAD
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1/2" PVC 90, SOCKET X MIP
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1/2" FLEX PVC, 12-INCH MIN.
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1/2" PVC 90, SOCKET X MIP
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PVC SCH 40 TEE OR ELL
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POP-UP SPRAY SPRINKLER:
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FINISH GRADE/TOP OF MULCH
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PVC LATERAL PIPE
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12" MIN. DEPTH
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QUICK COUPLER VALVE
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PVC MAINLINE - 18" DEPTH
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3 INCH DEPTH CLEAN PEA GRAVEL
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BRICK, 1 OF 4
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BALL VALVE
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12" x 17" RECTANGULAR
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VALVE BOX WITH PURPLE COVER
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WITH PVC BALL VALVE
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TREE BUBBLER
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1/2" SLIP SCH. 40 PVC ELL.
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1/2" FLEX PVC PIPE
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MINIMUM 18" LENGTH
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1/2-INCH MALE NPT X
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PVC LATERAL PIPE
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PVC SCH 40 TEE OR ELL
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STREAM BUBBLER NOZZLE
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TREE ROOT BALL
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ON 4" POP-UP SPRAY
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TREE WELL RIM
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HEAD BODY, SET INSIDE
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PLANTING "WELL"
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SET TOP OF HEAD FLUSH
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WITH GRADE AROUND
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OUTSIDE OF TREE WELL
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INCLUDE TWO BUBBLER HEADS, SET
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ON OPPOSITE SIDES OF ROOT BALL
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1/2" SLIP SCH. 40 PVC ELL.
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1/2-INCH MALE NPT X
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ADJUST STREAM BUBBLER
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FOR OPTIMUM COVERAGE
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BACKFILL
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PVC SCH 40 COUPLING
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PVC SCH 80 NIPPLE (CLOSE)
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DRIP VALVE ASSEMBLY WITH
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FILTER AND PSI REGULATOR
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SERVICING ASSEMBLY
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PVC SCH 80 UNION FOR
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PVC SCH 40 ELL
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3.0-INCH MINIMUM DEPTH OF
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3/4-INCH WASHED GRAVEL
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PVC SCH 40 MALE ADAPTER
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PVC SCH 40 TEE OR ELL
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PVC SCH 40 ELL
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PVC SCH 80 NIPPLE (2-INCH
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LENGTH, HIDDEN) AND
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AS REQUIRED, 1 OF 2)
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PVC SCH 80 NIPPLE (LENGTH
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VALVE BOX WITH COVER:
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WATER PROOF CONNECTION
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30-INCH LINEAR LENGTH OF
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DRIP VALVE, FILTER, REGULATOR
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3" MIN.
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OFF
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ON
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BRICK (1 OF 4)
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PVC MAINLINE
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(1 OF 2)
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FINISH GRADE
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TOP OF MULCH
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24-INCH SIZE
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ID TAG
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WIRE, COILED
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BACKFLOW PREVENTOR
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INSTALL ACCORDING TO LOCAL CODE
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PVC MAINLINE MIN. 18" DEPTH
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3 INCH MINIMUM CLEAN PEA GRAVEL
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3 INCH MINIMUM CLEARANCE
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BRICKS, 1 OF 4
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TO WATER METER
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VALVE BOX WITH LID
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DRIP TUBE
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TOP OF GRADE
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TIE DOWN STAKE:
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17 MM COMPRESSION FITTING
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ARRANGE
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FILTER FOR
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DISASSEMBLY
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ACCESS
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& MAINTENANCE
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SCH 80
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FILTER
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DISC
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12" x 18"
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(TYP.)
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UNION
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PVC PIPING
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VALVE BOX
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1 CU. FT. PEA
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GRAVEL SUMP
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(1- EA. CORNER)
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BRICK SUPPORT
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DISC / TECH FILTER
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2" BELOW GRADE IN SHRUB BED
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OR 4" BELOW GRADE IN TURF
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( SHRUB BED ONLY )
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FINISH GRADE
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VALVE BOX
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SEE SPECS.
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BRICK SUPPORTS
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(THREE)
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SEE
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SPECS
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LINE FLUSHING
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VALVE TLSOV
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3/4" GRAVEL SUMP
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(1 CUBIC FOOT)
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1"
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DRIP TUBE
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MANUAL LINE FLUSH VALVE
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DRIP ZONE INDICATOR
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RAIN BIRD XP-1200X
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DRIP TUBE
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SNAP COLLAR
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PLANT MATERIAL
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FINISH GRADE
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XERI-POP:
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1/4-INCH BARBED INLET
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PROTECTIVE FLANGE
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1/4-INCH SELF-PIERCING BARB CONNECTOR
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INSERT FITTING:
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NOTE:
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INTO 1/2-INCH POLYETHYLENE TUBING.
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USE XERIMAN TOOL XM-TOOL TO INSERT BARB CONNECTOR DIRECTLY
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RAIN BIRD SPB-025
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OR
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VINYL DISTRIBUTION TUBING
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RAIN BIRD DT-025
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RAIN BIRD PT-025
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POLYETHYLENE DISTRIBUTION TUBING
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1/4-INCH TUBING:
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OR WITHIN LOW PLANTINGS FOR OPTIMUM VIEWING. WITH CLOSED SPRAY NOZZLE.
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LOCATE AT FURTHEST DISTANCE FROM DRIP VALVE ASSEMPLY, ADJACENT TO EDGING
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PVC SUPPLY HEADER
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TOP OF SLOPE
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MANUAL LINE FLUSHING VALVE
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PVC EXHAUST HEADER
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TOE OF SLOPE
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REMOTE CONTROL VALVE
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ASSEMBLY WITH DISC FILTER
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AND PRV
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CONVENTIONAL
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SPACING ON TOP 2/3
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OF SLOPE
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CONVENTIONAL SPACING
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PLUS 25% ON BOTTOM 1/3 OF SLOPE
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ALIGN DRIP LINE LATERALS PARALLEL TO SLOPE CONTOURS
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DRIP LINE LATERAL TUBING
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DRIP SLOPE FEED LAYOUT
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4 1/2' MAXIMUM
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ELEVATION
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CHANGE
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LF
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LF
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PVC OR POLY SUPPLY HEADER
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PVC OR POLY EXHAUST HEADER
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AREA PERIMETER
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REMOTE CONTROL
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FILTER AND PRV
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VALVE WITH DISC
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2" TO 4" FROM EDGE
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PERIMETER LATERALS
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CONNECTION
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DRIP LINE START
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MALE ADAPTER
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CONNECTION
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DRIP LINE START
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PLUMBED TO PVC OR POLY
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MANUAL LINE FLUSHING VALVE
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DRIP LINE
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DRIP CENTER FEED LAYOUT
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LF
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LF
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LF
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REMOTE CONTROL VALVE
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PRV
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WITH DISC FILTER AND
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CONNECTION
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MALE ADAPTER
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DRIP LINE START
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SUPPLY HEADER -
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ISLAND PERIMETER
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DRIP LINE TEE
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DRIP LINE ELL
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DRIP LINE
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DRIP ISLAND LAYOUT
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MANUAL LINE FLUSHING VALVE
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PLUMBED TO DRIP TUBING
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®
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CV
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LF
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MANUAL LINE FLUSHING
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VALVE PLUMBED TO PVC
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AREA PERIMETER
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CONNECTION
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DRIP LINE START
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EXHAUST HEADER
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DRIP LINE
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SUPPLY HEADER
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VALVE WITH DISC
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FILTER AND PRV
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REMOTE CONTROL
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DRIP LINE
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LF
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MANUAL LINE FLUSHING VALVE
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AREA PERIMETER
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DRIP LINE START CONNECTION
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EXHAUST HEADER
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DRIP LINE TEE
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SUPPLY HEADER
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REMOTE CONTROL VALVE WITH
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DISC FILTER AND PRV
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PLUMBED TO PVC
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DRIP LINE
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IRREGULAR AREA DRIP LAYOUT
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OR POLY
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SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC
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PIPE, OF THE SAME DIAMETER AS THE ZONE VALVE SIZE.
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CLASS 200 PVC, SIZED
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AS NOTED ON PLANS.
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USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON
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USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON
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SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC
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PIPE, OF THE SAME DIAMETER AS THE ZONE VALVE SIZE.
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USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON
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SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC
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PIPE, OF THE SAME DIAMETER AS THE ZONE VALVE SIZE.
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USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON
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CURVED AREA DRIP LAYOUT
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SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC
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PIPE, OF THE SAME DIAMETER AS THE ZONE VALVE SIZE.
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USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON
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GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY.
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GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY.
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GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY.
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GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY.
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GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY.
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NETAFIM TLHCVXR DRIP TUBE
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CONCRETE BASE
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ALL PLANTERS CONNECTED TO EACH OTHER, AND TO SOFTSCAPE AREA.
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RAISED PLANTER DETAIL
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WITH SLEEVES
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FITTINGS INTO RAISED PLANTERS
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2" PVC CONDUIT WITH SWEEP
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FINISH PAVERS / STONE
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APPROX. 8 LINEAR FEET OF
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RAINBIRD 1/4" DRIP TUBE,
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EVENLY SPACED.