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BRO-MVP-4P-0416 Natural & Synthetic Turf Field Drainage 292 S. Main St., Suite 200 Alpharetta, GA 30009 (800) 843-7569 (770) 442-1461 Enterprises, Inc. [email protected] www.j-drain.com Maximum Velocity & Perfomance MVP SAVE TIME AND MONEY WITH THE JDRAIN SOLUTION! SAVE TIME AND MONEY WITH THE SOLUTION! JDRAIN Dependable Products Desirable Costs Proven Results Dependable Products Desirable Costs Proven Results
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Page 1: Maximum Velocity & Perfomance - J-Drain › assets › pdfs › MVPathleticfield2016breakout.pdf1 % SLOPE 45° J•DRAIN MVP-6 or MVP-12 1 % SLOPE TO DISCHARGE ENDZONE 6 IN. SLOPE

BRO-MVP-4P-0416

Natural & Synthetic Turf Field Drainage

292 S. Main St., Suite 200 Alpharetta, GA 30009

(800) 843-7569 (770) 442-1461Enterprises, Inc.

[email protected] www.j-drain.com

Maximum Velocity & Perfomance

MVP

SAVE TIME AND MONEY WITH THE J•DRAIN SOLUTION!SAVE TIME AND MONEY WITH THE SOLUTION!J•DRAIN

Dependable Products

Desirable Costs

Proven Results

Dependable Products

Desirable Costs

Proven Results

Page 2: Maximum Velocity & Perfomance - J-Drain › assets › pdfs › MVPathleticfield2016breakout.pdf1 % SLOPE 45° J•DRAIN MVP-6 or MVP-12 1 % SLOPE TO DISCHARGE ENDZONE 6 IN. SLOPE

Natural Turf Fields

VERY COST EFFECTIVE: NARROW, SHALLOW TRENCHES CAN BE INSTALLED FOR A FRACTION OF THE COST OF PIPE AND GRAVEL FILLED TRENCHES. LESS INTRUSIVE TO PLAYING AREA.

J•DRAIN MVP-6 WITH FITTINGS

Requires only shallow, narrow trenchesLess labor requiredHigh flow capacityEasy to handle and installNo gravel backfill neededVery effective - No cloggingAthletic activities may be resumed after a shorter period of time without fear of damaging the turf

J•DRAIN MVP-6 IN TRENCH / SAND BACKFILL FIELD RETURNED TO PLAY

TRENCHING ACROSS FIELD J•DRAIN MVP-6 PLACED IN TRENCH

MVP Maximum Velocity & Perfomance

Page 3: Maximum Velocity & Perfomance - J-Drain › assets › pdfs › MVPathleticfield2016breakout.pdf1 % SLOPE 45° J•DRAIN MVP-6 or MVP-12 1 % SLOPE TO DISCHARGE ENDZONE 6 IN. SLOPE

Synthetic Turf Fields

VERY COST EFFECTIVE: ELIMINATES ALL TRENCHES ACROSS FIELD WHILE SPEEDING UP CONSTRUCTION TIME AND REDUCING INSTALLATION COST.

Eliminates trench excavation costsVery high flow rateEasy installationHigh compression strengthLarge collection areaAmount of gravel backfill is greatly reduced

HIGH COMPRESSIVE STRENGTHSYNTHETIC TURF PLACED ON J•DRAIN

DRAINAGE LATERALS INTO SIDELINE TRENCHJ•DRAIN MVP-12 FOR LATERAL DRAINAGE

MVP Maximum Velocity & Perfomance

MVP I

MVP II

Page 4: Maximum Velocity & Perfomance - J-Drain › assets › pdfs › MVPathleticfield2016breakout.pdf1 % SLOPE 45° J•DRAIN MVP-6 or MVP-12 1 % SLOPE TO DISCHARGE ENDZONE 6 IN. SLOPE

292 S. Main St., Suite 200 Alpharetta, GA 30009

(800) 843-7569 (770) 442-1461Enterprises, Inc.

[email protected] www.j-drain.com

Maximum Velocity & Perfomance

MVP

ENDOUT

T CONNECTOR (6” only)

SPLICE

END CAP (6” only)

Fittings

PERFORATEDEND CAP(12” only)

EN

DZ

ON

E

6 IN. COLLECTOR PIPE

1 %

SLO

PE

45°

J•DRAIN MVP-6 or MVP-121 % SLOPE TO DISCHARGE

EN

DZ

ON

E

6 IN.

SL

OP

E

SL

OP

E

COLLECTOR PIPE

1 % SLOPE TO DISCHARGE

1 % SLO

PE

CROWN

Typical Athletic Field Drainage Layout

J•DRAIN MVP-6

12”MIN.

2”-3”WIDTH

SAND BACK FILL

TYPICAL NATURAL TURF DETAIL

NOTE: J•DRAIN MVP-6is placed verticallyin narrow trenchesand sloped to sidelines. Narrowtrenches are lessintrusive to playingfield.

TYPICAL SYNTHETIC TURF DETAIL

J•DRAIN MVP-12

GRAVEL

TURF AND PAD

NOTE: J•DRAIN MVP-12is placed horizontallyacross playing fieldand sloped to sidelinetrenches thuseliminating crossfieldtrenching.

Cross Section Details

The information contained herein is believed by JDR Enterprises, Inc. to be accurate and is offered solely for the customer’s consideration, investigation and verification. Determination of suitability for use is the responsibility of the user. JDR’s Limitiations, Limited Warranty, & Disclaimer along with Standard Terms & Conditions apply. See www.j-drain.com for more info. Limitations: J-DRain is resistant to chemicals in normal soil environments. However, some reagents may affect the performance of J-DRain. A JDR representative should be contacted for further information to determine the suitability of use of J-DRain in unusual soil environments. J-DRain should be limited to its exposure to ultra-violet sunlight. J-DRain should be backfilled or covered within seven days of installation. Disclaimer: All information, drawings and specifications are based on the latest published information at the time of printing. JDR reserves the right to make changes due to manufacturing improvements and engineering at any time. All physical properties are minimum average roll values (MARV). Standard variations of 10% in mechanical properties and 15% in hydraulic properties are normal.

Fab

ric

2 2 2 2Flow (ASTM D-4491) 140 gpm/ft (5704 lpm/m ) 95 gpm/ft (3870 lpm/m )

CBR Puncture (ASTM D-6241) 250 lbs. (1.11 kN) 225 lbs. (1.0 kN)

AOS (ASTM D-4751) 70 U.S. Sieve (.212 mm) 50 U.S. Sieve (.30 mm)

Grab Tensile (ASTM D-4632) 100 lbs. (.45 kN) 110 lbs. (.495 kN)

Mullen Burst (ASTM D-3786) 210 PSI (1447 KpA) 90 PSI (620 KpA)

U.V. Resistance (ASTM D-4355) 70% @500 hrs. 70% @500hrs.

Cor

e 2Compressive Strength (ASTMD-1621) 12,500 psf (598 kN/m )

Thickness (ASTM-1777) 1 In. (2.54 cm.)In-Plane Flow (ASTMD-4716) 30 gpm/ft width (372 lpm/m) (Q&518 psf & Hydraulic gradient = .1)

Roll Weight: 38 or 68 lbs. (17 or 30.5 kgs.)Roll Width: 6”,12”,& 18” (15,30, & 45 cm.) Roll Length: 165 ft. (50.29 meters)R

oll

Grey Spun-BondedBlack Non-WovenMVP I MVP II

Physical Properties

BRO-MVP-4P-0416


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