IDEA Frontier Soccer Fields and Nature Trail

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IDEA Frontier Academy Soccer Fields & Nature Trail Landscape Package Brownsville, Texas DRAWING SCHEDULE LEADERSHIP TEAM TOM E. TORKELSON JOANNA GAMA JOE VELA

LOCATION MAP

CEO PRESIDENT DIRECTOR OF CONSTRUCTION

BOARD OF DIRECTORS

D

OA

R DE

SI NG

BILL MARTIN SERGIO SANCHEZ REBA CARDENAS McNAIR DAVID GUERRA GABE PUENTE ERIC ZIEHE BERT GARCIA EDNA DE SARO AL LOPEZ DAVID HANDLEY DAVID EARL ALONZO CANTU RYAN VAUGHAN XENIA GARZA

CHAIRMAN CHAIRMAN-ELECT SECRETARY TREASURER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER MEMBER

I RN MO

SOUTH

MOST

BLVD

(FM 14

BROWNSVILLE INTERNATIONAL AIRPORT

CALIFORNIA ROAD SOUTH DAKOTA AVENUE

IRRIGATION PLAN IRRIGATION DETAILS LANDSCAPE PLAN (1 OF 3) LANDSCAPE PLAN (2 OF 3) LANDSCAPE PLAN (3 OF 3) SCHEDULES AND DETAILS DETAILS DETAILS

MINNESOTA AVENUE

L-1.01 L-1.02 L-2.01 L-2.02 L-2.03 L-3.01 L-4.01 L-4.02

19)

DOCKBERRY ROAD

IDEA FRONTIER

PROJECT SITE

PROJECT LOCATION

Master Plan

SURVEY

LANDSCAPE

IDEA FRONTIER

L0.01

5/3/16

L1.01

1

2

3

4

5

RAINBIRD 1804 SAM POP-UP LAWN HEAD

RAINBIRD 1404 BUBBLER HEAD

1

2

4. ELECTRIC CONTROL VALVES shall be PEB installed as per detail shown. Size valves as shown on plans. Valves shall be installed in valve boxes large enough to permit manual operation, removal of solenoid and/or valve cover without any earth excavation.

RAINBIRD PEB SERIES ELECTRIC VALVE RAINBIRD QUICK COUPLER VALVE (33-DLRC) CONTROLLER (ESP-LX WITH RAIN AND FREEZE SENSORS) WATER METER (AS SIZED)

5. AUTOMATIC CONTROLLER shall be installed at location shown. Power (120V) shall be located in a junction box within five feet (5') of controller location. Power supply and junction box to be provided by General Contractor.

BACKFLOW PREVENTER (AS SIZED)

6. All 24 volt valve wiring is to be UF 14 single conductor. All wire splices are to be permanent and waterproof.

CLASS 200 PVC LATERAL PIPING

7. SLEEVES shall be supplied and installed by Irrigation Contractor. Sleeve material shall be Schedule 40. Bore under existing pavement as required. Sizes as indicated on plans.

CLASS 200 PVC MAINLINE

8. Ten days prior to start of construction, contractor shall verify static water pressure. If static pressure is less than 50 PSI, do not start work until notified to do so by SSP Design.

SCH. 40 PVC SLEEVING (AS SIZED) VALVE SIZE GPM

12

12 3

13

3. SHRUB SPRAY HEADS are 1812 sam installed as per detail.

RAINBIRD 5000 FC

PVC EXHAUST HEADER

2 PVC SCH 40 TEE OR EL (TYPICAL) 11

6

2. LAWN SPRAY HEADS are 1804 sam installed as per detail.

RAINBIRD 5000 PC

4

2

5

INSET A 7

BARB X MALE FITTING: RAIN BIRD XFD-MA FITTING (TYPICAL) FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR "XFS FLUSH POINT WITH BALL VALVE" PERIMETER OF AREA

6

NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRD XFS DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA.

AR XFS Dripline Maximum Lateral Lengths (Feet)

8 9 10

9. All mainline and lateral piping shall have a minimum of 12 inches of cover. All piping under paving shall have a minimum of 18 inches of cover. 11

12

INSET A

psi

0.6

0.9

0.6

0.9

0.6

0.9

15

255

194

357

273

448

343

20

291

220

408

313

514

394

30

350

266

494

378

622

478

40

396

302

560

428

705

541

50

434

333

614

470

775

594

PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA 7 SUB-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPLINE 8 1 2" POLYETHYLENE BLANK TUBING: RAIN BIRD XF SERIES BLANK TUBING 9 BARB X BARB INSERT TEE OR CROSS: RAIN BIRD XFD-TEE OR RAIN BIRD XFD-CROSS (TYPICAL) 10 AIR RELIEF VALVE: RAIN BIRD AR VALVE KIT SEE RAIN BIRD DETAIL "AIR RELIEF VALVE KIT" 11 PVC SUPPLY HEADER 12 PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) PVC SCH 40 RISER PIPE 13

10. The irrigation contractor shall coordinate installation of the system with the landscape contractor so that all plant material will be watered in accordance with the intent of the plans and specifications.

RAINBIRD DRIPLINE XFS

DRIPLINE (BED)

FP

1. All equipment numbers reference Rainbird equipment catalog unless otherwise indicated.

RAINBIRD 1812 SAM 12" POP-UP SHRUB HEAD

(18" LATERAL SPACING, 12" EMITER SPACING) XF SERIES TIE DOWN STAKES (TDS-050) @ 36" O.C. & TWO ON EACH TEE/ELBOW

11. The irrigation contractor shall select the proper arc and radius for each nozzle to insure 100% and proper coverage of all lawn areas and plant material. All nozzles in parking lots and planting beds shall be low angle to minimize overspray on pavement surfaces. No water will be allowed to spray on building.

PVC LATERAL PIPING SIZED AS REQUIRED INSTALL ALL EQUIPMENT ACCORDING TO MANUFACTURERS SPECIFICATIONS

12. The irrigation contractor shall warranty all system components for a period of one year.

RAINBIRD DRIP CONTROL ZONE KIT XCZ-100-PRB-COM (EACH DRIP ZONE)

13. See specifications for further instructions and project requirements.

1" BALL VALVE WITH REGULATED PRESSURE AND 200 MESH FILTRATION INSTALL ALL EQUIPMENT ACCORDING TO

10

MANUFACTURERS SPECIFICATIONS (1) DRIP SYSTEM OPERATION INDICATOR (OPERIND) PER IRRIGATION ZONE

TOP OPENING 14.48"

ALL VALVE BOXES SHALL BE RAINBIRD VB-STD OR APPROVED EQUAL ALL VALVE BOXES SHALL HAVE FILTER FABRIC AND 4" OF GRAVEL AT BASE RAINBIRD SV-STD VALVE BOX

REMOTE CONTROL VALVE (RAINBIRD PEB)

BUBBLER PIPING CHART

2

3

4

5

2

FLUSH CAP FOR EASY FIT COMPRESSION FITTINGS: POTABLE:RAIN BIRD MDCFCAP NON-POTABLE: RAIN BIRD MDCFPCAP EASY FIT COUPLING: RAIN BIRD MDCFCOUP SUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7XB SUB-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPLINE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL WITH FILTER FABRICK AT BASE

5

6 6

CONTROL WIRES BELOW PIPE FILTER FABRIC - TAPE TO SIDE OF VALVE BOX

FINISH GRADE

4

9

7

8 1

ON-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPLINE

2

INLINE DRIP EMITTER OUTLET, SEE PLANS FOR DRIPLINE OUTLET SPACING.

3

BARB TEE 17x17x17mm RAIN BIRD XFF-TEE

4

BARB COUPLING 17x17mm RAIN BIRD XFF-COUP

5

BARB ELBOW 17x17mm RAIN BIRD XFF-ELBOW

6

BARB MALE ADAPTER 17mm X 1/2" MPT RAIN BIRD XFF-MA-050 17mm X 3/4" MPT RAIN BIRD XFF-MA-075

7

PVC TEE SxSxT

8

PVC LATERAL SUPPLY HEADER

9

TIE DOWN STAKE: RAIN BIRD TDS-050 WITH BEND (TYPICAL)

10

MULCH

11

RAIN BIRD XF SERIES BLANK TUBING LENGTH AS REQUIRED

PVC LATERAL

1

3

4

10" min.

TO MAINLINE

1

2

STANDARD VALVE BOX DIMENSIONS

6 CONTROL WIRES (18" SLACK) NEATLY COILED WITH WATER-PROOF SPLICES

1

3

1 11

FINISH GRADE

SIZE OF PIPE 1 2" 3 4" 1" 1 1 4" 1 1 2"

NUMBER OF BUBBLERS 1-5 6 - 10 11 - 20 21 - 30 31 - 40

5

45 DEGREE PVC ELL

BOTTOM OPENING 18.72"

BOTTOM OPENING 14.13" NOTES: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, F0UR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. SAVE YOUR HANDS. USE THE RAIN BIRD FITTINS-TOOL XF INSERTION TOOL FOR FITTING ASSEMBLY.

MAXIMUM BOTTOM DIMENSION 23.22"

ALL VALVE BOXES SHALL BE RAINBIRD VB-STD OR APPROVED EQUAL ALL VALVE BOXES SHALL HAVE FILTER FABRIC AND 4" OF GRAVEL AT BASE

ALL VALVE BOXES SHALL HAVE FILTER FABRIC AND 4" OF GRAVEL AT BASE

NOTE: 1. ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX.

TOP OF WALL OF WALL

WIRELESS RAIN/FREEZE SENSOR

18" FROM EDGE OF WALL NOTE: 1.

KBI OR LASSCO SWING JOINT 2. INSTALL PART CIRCLE POP-UP HEADS 6" FROM EDGE OF PAVED AREAS.

NOTE 1. INSTALL PART CIRCLE POP-UP HEADS 6" FROM EDGE OF PAVED AREAS, UNLESS OTHERWISE NOTED.

NOTE: INSTALL IRRIGATION CONTROLLER AT LOCATIONS SHOWN ON DRAWINGS AND ACCORDING TO MANUFACTURERS RECOMMENDATIONS

WALL/RACK

GEAR DRIVEN ROTOR HEAD 4" POP-UP SPRAY HEAD

CONCRETE BLOCK 10" min.

10"

5/3/16

18" FROM EDGE OF WALL/RACK MIN.

IRRIGATION CONTROLLER FASTEN SECURELY TO WALL/RACK AND PAINT CONDUITS AND CONTROLLER TO MATCH COLOR OF WALL/RACK

FINISH GRADE

THRUST BLOCK BEARING AREA (SQ. FT.) PIPE SIZE

DIRECTION OF WATER FLOW (TYP.)

TEES/ELLS 90 BENDS 45 BENDS

1 1/4" - 2 1/2" 1.00 1.00 1.00

3"

4"

1.00 1.25 1.00

1.25 2.00 1.00

NOTE: INSTALL THRUST BLOCK AT ALL MAINLINE BENDS, TEES OR ELLS AS SHOWN BELOW. THRUST BLOCKS SHALL BE MINIMUM OF (1) CU. FT. REDI-MIX CONCRETE OR 2500 PSI 28 DAY CONCRETE.

6" 3.2 4.5 2.4

FINISH GRADE

POWER SOURCE CONDUIT - PROVIDE 120 VOLT CORD AND HARD WIRE TO NEAREST POWER SOURCE. GENERAL CONTRACTOR TO PROVIDE WATERPROOF J-BOX

POLY ELLS

CONTROL WIRE CONDUIT - RUN CONTROL WIRES IN ELEC. CONDUIT TO NEAREST IRRGATION PIPE. BEYOND THIS POINT, DIRECT BURY CONTROL WIRE BELOW IRRIGATION PIPE TO REMOTE CONTROL VALVES.

STREET ELLS TxT SCHED. 80 PVC NIPPLE (LENGTH AS REQUIRED) PVC TEE OR ELL SxSxT

1/2" POLY PIPE (LENGTH AS REQUIRED)

CONCRETE SLAB

PVC LATERAL LINE PVC LATERAL LINE

12" min.

1/2" POLY PIPE (LENGTH AS REQUIRED)

EDGE OF TRENCH

L1.02

CONCRETE CURB ( TYP. SYM. )

67'-3"

8'-0"

11'-0"

66'-0"

EXISTING TREES (TO REMAIN - TYP. SYM.) 58'-0"

11'-0"

327'-0"

128'-0"

82'-0"

157'-0"

EXISTING TREES (TO REMAIN - TYP. SYM.)

TIE INTO EXISTING FENCE

1

25'-0"

L3.01

1 DECOMPOSED GRANITE ( TYP. SYM. ) L3.01 EXISTING FENCE (TYP. SYM.)

155'-0"

147'-2"

8'-0"

6 6' FENCE ( TYP. SYM. ) L3.01

52'-8"

NOTES: 81'-0"

59'-1"

1. THIS SITE CONTAINS SENSITIVE VEGETATION AND NATIVE TREES AND PLANTS THAT MUST BE PROTECTED. DO NOT DISTURB ANY VEGETATION OR GRASSES UNTIL APPROVED BY OWNER/SSP. 33'-3"

9'-0"

2. CONTRACTOR SHALL STAKE OUT TRAIL CENTERLINE FOR APPROVAL BY SSP PRIOR TO ANY DISTURBANCE TO EXISTING VEGETATION.

R7 '-6"

186'-0"

3. CONTRACTOR SHALL STAKE LOCATIONS FOR NATURE BLIND FOR APPROVAL BY SSP PRIOR TO ANY DISTURBANCE TO EXISTING VEGETATION. 4. CONTRACTOR TO COORDINATE STAGING LOCATION FOR EQUIPMENT/MATERIALS WITH SSP PRIOR TO ANY DISTURBANCE TO EXISTING VEGETATION.

2

CONCRETE EDGE (TYP. SYM. ) L3.01 40-DAIS

5. CONTRACTOR TO STAKE OUT BOULDER LOCATIONS FOR SSP APPROVAL.

2-ALLA 120'-0"

R9'-6"

0"

22'-9" 1-4 L4.01

266'-3"

35-BARB

'10

R

TIMBER PERGOLA 3

19'-10"

188'-0"

L4.02

PICNIC TABLE

20'-8"

9'-0"

R5'-6" R5'-6"

NEW GATE (TYP. SYM.)

MATCHLINE A-A' MATCHLINE A-A'

L2.01

MATCHLINE A-A' MATCHLINE A-A' NOTES: 1. 2. 3.

117'-6"

99'-0" GRASS SWALE

4.

FUTURE TRACK

5. 6. 7. 8.

HYDRO (TYP. SYM.)

6

4' FENCE L3.01 (TYP. SYM.)

170'-0"

127'-0"

9. 10. 11. 12.

NOTE: CONTRACTOR TO GRADE SITE AROUND PERIMETER OF SOCCER FIELDS. CREATE SWALES AS SHOWN ON PLANS WITH POSITIVE DRAINAGE TO EXISTING INLETS. ALL SWALES / DISTURBED AREAS TO BE HYDROMULCHED.

SIDEWALK UNDERDRAIN (TYP. SYM.) FUTURE BLEACHERS (TYP. SYM.)

GOALPOST (SEE SCHEDULE)

14.

CLEAN SAND ALL LOW SPOTS OR DIVOTS MONITOR WATERING FOR CONTINUOUS MOISTURE ON HYDROMULCH UNTIL FULL GERMINATION COMMENCE MOWING USING A REEL TYPE MOWER ONLY. MOWING SHALL BE AT LEAST ONCE PER WEEK AND MUST BE REVIEWED, CHECKED AND APPROVED BY SSP ON OR ABOUT 45 DAYS AFTER INSTALLATION/GERMINATION, FERTILIZE WITH HJ 25-0-0 WITH WOLFTRAX OR APPROVED EQUAL AT MANUFACTURERS RATES

CROWN IN MIDDLE OF FIELD

30'-0"

SOD (TYP. SYM.)

6

9" 0'-

R1

L3.01

NEW GATE (TYP. SYM.)

17'-0"

15'-0"

8'-0"

HYDRO LIMITS

BENCHES

0'9"

SLOPE 0.5%

R1

320'-0"

U 19 COMPETITION SOCCER FIELD

340'-0"

SLOPE 0.5%

2 HYDRO (TYP. SYM.)

L4.02

172'-0"

EXISTING SWALE

SLOPE 0.5%

CROWN IN MIDDLE OF FIELD

108'-0"

CROWN IN MIDDLE OF FIELD

GOALPOST (SEE SCHEDULE)

LIMITS OF HYDRO FUTURE TRACK

56-MIST

1 L3.01

CONCRETE CURB

1

31-BARB

'

18

6

6' HT FENCE L3.01 (TYP. SYM.)

3 L4.02

150'-0" TIE INTO EXISTING SWALE

EXISTING INLET

23'-7"

231'-3"

2-CAES -0"

31-BARB

25'-3"

EXISTING TREES (TO REMAIN)

SLOPE 0.5%

SLOPE 0.5%

73'-0" 66'-3"

-6"

12' 42'-1"

"

20-DAIS 4-ALLA 20-DAIS

197'-6" 3

CROWN IN MIDDLE OF FIELD

L3.01

70-MILK

72'-7"

8'-0

205'-0"

DECOMPOSED GRANITE

1-CAES

SLOPE 0.5%

EXISTING SWALE

GRASS SWALE

50-MILK 1-CAES

DRIP L4.01 STATION NATURE 7-8 BLIND L3.01

SLOPE 0.5%

17'-0"

LIMITS OF SOD

2

BOULDER BENCH

300'-0"

10'-0"

SLOPE 0.5%

LIMITS OF FIELD

78'-1"

5'-0"

U 19 PRACTICE SOCCER FIELD

SLOPE 0.5%

NOTE: CONTRACTOR TO COORDINATE LOCATION OF NATURE BLIND/ BOULDER BENCHES WITH SSP

SLOPE 0.5%

49'-0"

133'-0"

13.

MATCHLINE B-B' MATCHLINE B-B'

6' FENCE

SLOPE 0.5%

APPLY A WETTING AGENT OVER ENTIRE SURFACE OF FIELDS (NUTRILIFE SM-90) OR APPROVED EQUAL APPLY PELLETED SULPHUR TO ENTIRE SURFACE OF FIELDS @ 80 LBS/ACRE OR APPROX. 300 LBS. FOR ALL THREE FIELDS ROUGH GRADE FIELDS TO PREPARE FOR SAND BASE APPLY SAND/TOPSOIL/COMPOST MIX TO FINISHED GRADE CONTRACTOR TO GRADE FIELD WITH SPECIFIED CROWN/SLOPES UTILIZING FULLY AUTOMATED COMPUTERIZED DUAL GPS SYSTEM WITH LASER AUGMENTATION TO ACHIEVE GRADES WITHIN 1/4" TOLERANCE. FIELD MUST DRAIN SMOOTHLY WITH NO BIRD BATHS OR LOW SPOTS INSTALL IRRIGATION PER PLANS/SPECS. THOROUGHLY WATER IN WITH MULTIPLE WATERINGS FIELD DRAINAGE WILL BE TESTED AND REVIEWED BY SSP PRIOR TO SOD OR HYDROMULCH INSTALL SOD ROLLS OR HYDROMULCH AS PER PLANS AND SPECIFICATIONS

49'-0"

203'-0"

FUTURE SCOREBOARD

APPLY HERBICIDE/ROUNDUP TO ENTIRE FIELD AREA UNTIL ALL VEGETATED MATTER IS ERADICATED CLEAR AND GRUB (REMOVE ALL DEBRIS) FROM ALL FIELD AREA

PICNIC TABLE

90'-1"

TIMBER PERGOLA TIE INTO EXISTING FENCE

1-4 L4.01

PROPOSED SWALE

HYDRO (TYP. SYM.)

L3.01

L2.02

SLOPE 0.5%

NOTES:

SIDEWALK UNDERDRAIN (TYP. SYM.) FUTURE BLEACHERS (TYP. SYM.)

GOALPOST (SEE SCHEDULE)

1.

APPLY HERBICIDE/ROUNDUP TO ENTIRE FIELD AREA UNTIL ALL VEGETATED MATTER IS ERADICATED

2.

CLEAR AND GRUB (REMOVE ALL DEBRIS) FROM ALL FIELD AREA

3.

CROWN IN MIDDLE OF FIELD

4.

30'-0"

" '-9 0 1

R

17'-0"

15'-0"

9" 0'R1

320'-0"

U 19 COMPETITION SOCCER FIELD

HYDRO LIMITS

BENCHES

SLOPE 0.5%

2 HYDRO (TYP. SYM.)

L4.02

HYDRO LIMITS

APPLY PELLETED SULPHUR TO ENTIRE SURFACE OF FIELDS @ 80 LBS/ACRE OR APPROX. 300 LBS. FOR ALL THREE FIELDS

6.

ROUGH GRADE FIELDS TO PREPARE FOR SAND BASE

7.

APPLY SAND/TOPSOIL/COMPOST MIX TO FINISHED GRADE

8.

CONTRACTOR TO GRADE FIELD WITH SPECIFIED CROWN/SLOPES UTILIZING FULLY AUTOMATED COMPUTERIZED DUAL GPS SYSTEM WITH LASER AUGMENTATION TO ACHIEVE GRADES WITHIN 1/4" TOLERANCE. FIELD MUST DRAIN SMOOTHLY WITH NO BIRD BATHS OR LOW SPOTS

9.

INSTALL IRRIGATION PER PLANS/SPECS. THOROUGHLY WATER IN WITH MULTIPLE WATERINGS

10.

FIELD DRAINAGE WILL BE TESTED AND REVIEWED BY SSP PRIOR TO SOD OR HYDROMULCH

11.

INSTALL SOD ROLLS OR HYDROMULCH AS PER PLANS AND SPECIFICATIONS

PROPOSED SWALE

EXISTING SWALE

SLOPE 0.5%

CROWN IN MIDDLE OF FIELD

SLOPE 0.5%

SLOPE 0.5%

CROWN IN MIDDLE OF FIELD

GOALPOST (SEE SCHEDULE)

300'-0"

5'-0" 10'-0"

SLOPE 0.5%

SLOPE 0.5%

12. CLEAN SAND ALL LOW SPOTS OR DIVOTS

CROWN IN MIDDLE OF FIELD

SLOPE 0.5%

13.

MONITOR WATERING FOR CONTINUOUS MOISTURE ON HYDROMULCH UNTIL FULL GERMINATION

14.

COMMENCE MOWING USING A REEL TYPE MOWER ONLY. MOWING SHALL BE AT LEAST ONCE PER WEEK AND MUST BE REVIEWED, CHECKED AND APPROVED BY SSP ON OR ABOUT 45 DAYS AFTER INSTALLATION/GERMINATION, FERTILIZE WITH HJ 25-0-0 WITH WOLFTRAX OR APPROVED EQUAL AT MANUFACTURERS RATES

U 19 PRACTICE SOCCER FIELD

U 19 PRACTICE SOCCER FIELD

SLOPE 0.5%

5.

SLOPE 0.5%

SLOPE 0.5%

SLOPE 0.5%

300'-0"

SLOPE 0.5%

OR APPROVED EQUAL

NEW GATE (TYP. SYM.)

MATCHLINE B-B' MATCHLINE B-B'

SOD (TYP. SYM.)

17'-0"

NOTE: CONTRACTOR TO GRADE SITE AROUND PERIMETER OF SOCCER FIELDS. CREATE SWALES AS SHOWN ON PLANS WITH POSITIVE DRAINAGE TO EXISTING INLETS. ALL SWALES / DISTURBED AREAS TO BE HYDROMULCHED.

EXISTING SWALE

GRASS SWALE FUTURE TRACK

8'-0 "

SLOPE 0.5%

SLOPE 0.5%

20-DAIS 4-ALLA 20-DAIS

25'-3"

31-BARB EXISTING INLET

23'-7"

231'-3" 3 L4.02

TIE INTO EXISTING SWALE

150'-0"

48'-0"

' 18

150'-0"

49'-0"

31-BARB

2-CAES -0"

6' HT FENCE (TYP. SYM.)

SLOPE 0.5%

SLOPE 0.5%

49'-0"

205'-0"

CROWN IN MIDDLE OF FIELD

CROWN IN MIDDLE OF FIELD

PICNIC TABLE

90'-1"

TIMBER PERGOLA TIE INTO EXISTING FENCE

1-4 L4.01

PROPOSED SWALE

HYDRO (TYP. SYM.)

HYDRO LIMITS

L2.03

NOTES: 1. ALL PIPES, FITTINGS, POSTS, AND MESH SHALL BE FUSE WELDED WITH GREEN POLYETHYLENE VINYL

#3 REBAR CONTINUOUS WIDTH AS SHOWN

.75" RADIUS

6" MIN. 1

% SLOPE

+

MIN. 1

POST TOP

% SLOPE

2" LINE POST (ROUND OR "C")

LINE POST TIE

4" THICK, COMPACTED, MOISTURE CONDITIONED, SCREENED/FINE DECOMPOSED GRANITE. (COLLIER MATERIALS (830) 693-2228) EXISTING SOIL, MOISTURE CONDITION, AND COMPACT SUBGRADE TO 95% STANDARD PROCTOR DENSITY.

1 5/8" O.D. BRACE RAIL

6"X4" CONCRETE CURB 6'-0"

NOTES:

TOP SELVAGE KNUCKLED

ROUND END & CORNER POST

4"

TOPSOIL BACKFILL TRANSITION TO EXISTING GRADE (MAX. 1:4 SLOPE)

LINE POST LOOP CAP 1 5/8" O.D. TOP RAIL

TENSION BAR

7'-4"

1. CONCRETE CURBING TO HAVE 1 1/2" DEEP CONTRACTION JOINTS @ 5'-0" SPACING. 2. 2500-3000 PSI COMPRESSIVE STRENGTH, 490 PSI FLEXURAL STRENGTH.

ADJUSTABLE TRUSS ROD CORNER SECTION ONLY

3. SMOOTH TROWELED FINISH AND NATURAL COLOR.

1 5/8" O.D. BOTTOM RAIL

TURNBUCKLE

FINISH GRADE

BOTTOM SELVAGE KNUCKLED

10'-0" (MAX)

CONCRETE CURB (MOWER STYLE) EXTRUDED COLORED CONCRETE

2" ABOVE GROUND

END CAP

POST CAP (Tack Weld)

TOP RAIL

END CAP

FOR MULCH LAYER TRUSS ROD

TOP SOIL (SEE MATERIAL SCHEDULE)

FIRST LINE POST

GROUNDCOVER OR SHRUB BED

GRASS AREA

DETAIL 'A' REMOVE 12" EXISTING SOIL AND REPLACE WITH 8" TOP SOIL & 2" PREMIUM COMPOST. ROTO-TILL INTO SOIL. APPLY PRE-EMERGENT HERBICIDE AND 2" LAYER SHREDDED HARDWOOD MULCH

NOTES: UNDISTURBED SOIL 1. CONCRETE CURBING TO HAVE 1 1/2" DEEP CONTRACTION JOINTS @ 5'-0" SPACING. 2. CONCRTE CURBING TO HAVE TAPERED DRAINAGE POINTS AT 10' O.C. 3. 2500-3000 PSI COMPRESSIVE STRENGTH, 490 PSI FLEXURAL STRENGTH. 4. USE HALF-INCH POLYPROPYLENE FIBER REINFORCEMENT. 5. COLORED CONCRETE (TEXAS BUFF), SMOOTH FINISH. 6. EQUAL TO 'CURB APPEAL' EDGING (956-867-8350).

TEXAS CREME LIMESTONE BOULDER 36"

1'-6"

FINISHED GRADE

SMOOTH FLAT SURFACE TREATED 2X8 FRAMING AT 24" O.C.

BURY BOULDER 1/3 BOULDER HEIGHT BELOW FINISHED GRADE

12'-0"

7/16" APA RATED EXP 1 PLYWOOD WITH 2 LAYERS OF #30 FELT PAPER WITH FIBERGLASS COMPOSITION SHINGLES 30 YEAR.

8'-3"

7/16" APA RATED EXP 1 PLYWOOD WITH 2 LAYERS OF #30 FELT PAPER WITH FIBERGLASS COMPOSITION SHINGLES 30 YEAR.

12 2

8"

GALVANIZED DRIP EDGE AT PERIMETER

9'-5"

TREATED 2X8 FRAMING AT 24" MAX 3/4" DIA. ANCHOR RODS HOT DIPPED GALVANIZED ANCHORS (TYP.)

H2.5A HURRICANE TIES (TYP)

12"

2'-5"

12"

6"

1'-4" NOTE:

1'-4" VIEWING PORTS

2. USE SPACING LAYOUT FOR SHRUBS, GROUNDCOVERS AND ANNUALS.

1/2" MARINE GRADE PLYWOOD WALL (3 SIDES ONLY- FRONT/BACK/RIGHT SIDE)

8'-0"

MOUNDED EDGE

1'-0"

1. S = SPACING, (REFER PLANT LIST FOR AMOUNT 0F SPACING.)

8'-8"

TYP. SHRUB/G.C. (AS SPECIFIED)

FINISH GRADE

2X4" TREATED BRACE AT BOTTOM OF PANELS

* ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL

DECOMPOSED GRANITE

PLANT LOCATION

ROOT BALL

3'-6" 6 X 6" TREATED TIMBER POST 2X4" TREATED BRACE AT BOTTOM OF PANELS DECOMPOSED GRANITE

S

1/2"S

IMPORTED TOP SOIL MIX: (3) PARTS SCREENED TOPSOIL (1) PART PREMIUM COMPOST

3'-4"

2 x DIAMETER OF CONTAINER

FOR SHRUBS: (2) PLANTING TABLETS (21 GRAMS, 20-10-5)

3" (AIR GAP)

S

3'-6" 5'-0"

S

1 1/2 x DEPTH OF CONTAINER

S

FINISHED GRADE

12" DIA. CONCRETE FOOTING

6 X 6" TREATED TIMBER POST

FINISHED GRADE 12" DIA. CONCRETE FOOTING

MIN 36"

PUDDLE AND SETTLE BOTTOM FILL PRIOR TO SETTING SHRUB/G.C.

EDGE OF PAVEMENT OR WALL

MIN. 36"

1/2"S

11'-6"

1'-4"

1'-4"

L3.01

6 X 6" TREATED POST 22'-6" 4X6" CEDAR JOIST 1'-1"

BOULDER DRIP STATION

SELECT BOULDER WITH NATURAL CONCAVE SURFACE ON TOP

10"

1" DIA. PVC CORE DRILLED THRU BOULDER

WASHED GRAVEL (6" DEPTH MIN.)

FILTER FABRIC ROCK EDGE

7'-6"

10'-6"

6'-8"

MANUAL BALL VALVE (IN VALVE BOX)

ADD VALVE TO IRRIGATION SYSTEM

1'-1"

10"

UNDISTURBED SOIL

1 X 2" LATTICE CEDAR PANELS 20'-4"

(2) 2 x 8" CEDAR BEAMS

1 X 2" LATTICE CEDAR PANELS 4X6" CEDAR JOIST @ 2'-0" O.C.

1'-1"

10'-6"

22'-6"

1 X 2" LATTICE CEDAR PANELS BETWEEN JOIST

R4" 3/4" S/S CARRIAGE BOLTS (COUNTERSINK)

(2) 2 x 8" CEDAR BEAMS

NOTCH JOIST AT BEAMS 2"

8"

3" 3"

8"

1'-1"

2"

5" 3"

2'-0" - TYP.

4 x 6" CEDAR JOIST 5"

6" 2"

NOTCH JOIST AT BEAMS

3/4" S/S CARRIAGE BOLTS

1 X 6" CEDAR MOLDING (MITERED EDGES)

SEE DETAIL 'A'

8'-9"

BRAIDED S.S. VINE SUPPORT WIRE (LOCATE WIRE ON SIDE OF POST WHERE VINES ARE LOCATED) AS PER LANDSCAPE PLAN

6X6' TREATED POST

8'-9"

NOTE: USE STAINLESS STEEL SCREWS TO FASTEN LATTICE MEMBERS

7'-9"

BRAIDED S.S. VINE SUPPORT WIRE

1" S.S. EYE BOLTS (3 PER POST)

SEE DETAIL 'A'

1'-6"

1'-6"

FINISHED GRADE 1'-6"

8'-5"

8'-9"

6 X 6" TREATED POST

4'-0" Depth

(2) 2 x 8" CEDAR BEAMS

1 X 6" CEDAR MOLDING (MITERED EDGES)

FINISHED GRADE

9'-8"

9'-8"

L4.01

POLE NUMBER:

MODEL NUMBER:

TP3 TOP OF POLE / PORTRAIT MOUNTING KIT POWDER COATED ALUMINUM 11 LBS.

PANEL 127 WATT PANEL SIZE: 55X26"

POLE CAP

1/4" DRAFT

U-BOLT, 316 SS, 3 8" -16 THREAD, FOR 3.5" OD

TENON

7"

3.5"OD X 6.0"H

CREE

30" 3

4"

NPS FEMALE FITTER

18"

CREE - EDGE 20 57000K COLOR TEMPERATURE

1 1 4" NPS FEMALE FITTERS

HANDHOLE BATTERY GEL G27

U-BOLT, 316 SS

20 ft.

POLE 20FT 5.9" OD BASE ROUND TAPERED STEEL

GROUNDING LUG ON POLE

TBD

FULL BASE COVER

GRADE GR GROUND ROD KIT DECOMPOSED GRANITE TRAIL CONCRETE CURB 6"

CONCRETE SPILLWAY

6"

FINISHED GRADE SWALE

4"

PROVIDE ENGINEERED FOOTING SHOP DRAWINGS DIRECT BURY ACCEPTABLE WITH STAMPED SHOP DRAWINGS

6" SCH. 40 PVC PIPE

10"

6"

L4.02