1

2

3

4

5

6

7

8

NOTES:

1. SUB-BASE DEPTH AND PREPARATION IS DEPENDENT ON SITE CONDITIONS PLUS LOADING REQUIREMENTS. 2. TRUEGRID PRO & PRO PLUS PRODUCTS DESIGNED FOR LOAD CAPACITIES OF 120,000 LBS PER SQ. FT. TRUEGRID PRODUCTS STRENGTHEN WITH FILL MATERIAL. 3. TRUEGRID PRO & PRO PLUS PRODUCTS ARE SUFFICIENTLY RATED FOR H-20 /HS-20 LOADING AND GREATER.

A

A

4. GEOGRID MESH OR GEOFABRIC MAY BE REQUIRED BETWEEN SUB-GRADE & SUB-BASE FOR CERTAIN SOILS AND SITE SPECIFIC REQUIREMENTS. 5. INCREASE SUB-BASE DEPTH FOR INCREASED STORM WATER DETENTION. 6. NO STAKING NECESSARY WITH TRUEGRID PRO & PRO PLUS WHEN SLOPE IS BELOW 10 DEGREES. ASSESS PROJECT, AS NEEDED. 7. FINAL ENGINEERED CROSS SECTION AGGREGATES AND DEPTH SHOULD ALLOW FOR EXPECTED INFILTRATION RATES, STORAGE CAPACITIES, OUTLET FLOW RATES, AND OTHER SITE SPECIFIC CONDITIONS AND LOAD REQUIREMENTS.

TRUEGRID BLOCK REFERENCE VIEW

8. THIS CROSS SECTION IS FOR INFORMATION ONLY.

PREASSEMBLED & DELIVERED IN 4' X 4' SHEET. RECONFIGURED AS NEEDED.NO EXTRA TOOLING OR ACCESSORIES REQUIRED

TRUEGRID PERMEABLE PAVING SYSTEM B

SUB-BASE 3/4" OR 1" CLEAN, WASHED ANGULAR STONE FOR DETENTION CONSIDERATIONS. i.e. #57 STONE OR CLASS II TYPE ROAD BASE, COMPACTED WHEN NO DETENTION OR HEAVY DRAINAGE NEEDED.

TRUEGRID FILL MATERIAL 1.8” DEPTH ANY AGGREGATE 3/4" DIAMETER OR 5/8" DIA. / CLEAN WASHED.

B

1.8"

TBD

40% VOID SPACE FOR DETENTION IN CLEAN, UNIFORM, ANGULAR BASE STONE

C

C

PREPARED SUBGRADE

ALLOW WATER TO FLOW TO OUTLET PIPE.PERCENT SLOPE TO BE DETERMINED BY SITE ENGINEER.

GEO FABRIC

PERFORATED PIPE OR EQUIVALENT. OUTFLOW SYSTEM USED TO POINT FLOW, TIE INTO CITY SYSTEM, OR RAINWATER STORAGE SYSTEM. TO BE DESIGNED BE SITE ENGINEER.

POINT OUTFLOW OR OUTFLOW TO CITY SYSTEM

CLIENT / PROJECT UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES

D

JT

03 REVISED NOTE 8

CHECKED

REV

CW APPROVED

PROPRIETARY DESIGN RIGHTS NOTICE: THIS DESIGN WAS ORIGINATED BY AND IS THE EXCLUSIVE PROPERTY OF TRUEGRID. IT IS DISCLOSED IN CONFIDENCE WITH THEUNDERSTANDING THAT NO REPRODUCTIONOR OTHER USE OF THE INFORMATION ISAUTHORIZED WITHOUT SPECIFIC AGREEMENT IN WRITING BY TRUEGRID.

3/2/2017

2

3

4

CHECKED BY:

DATE

DO NOT SCALE DRAWING

5

6

C. White FILE I.D.:

D

TRUEGRID GRAVEL FILL INSTALLATION PERFORATED PIPE

DATE:

8/2/2016

J. Thethy APPROVED BY:

REVISION

1

APPROVAL INFORMATION

DATE:

SIZE

D

8/2/2016

DRAWING NUMBER:

SCALE 1:3

TG-GRS-PP.sldprt

7

MASS:

REV

TG-GRV-PP

03

SHEET

8

1 OF 1

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