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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
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E
M
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X
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S
L
O
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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
CE
SO
SO
SO
CE
CE
CE
CMCMCMCM
SO
SO
SO
CE
SO
SO
CM
10'-0"
UE
20'-0"
ELE
CT
RIC
ES
MT
.
5'-0"
10'-0"
PE
15'-0"
UE
50'-0" LA
ND
SC
AP
E B
UF
FE
R
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
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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