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SECTION 02070

GEOTEXTILES

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'()T * GENE)(L

*.* SECTION INCL+DES

(. Geote,tiles for the follo#in- applications

*. +npa/ed )oad )einforceent.

2. 'a/ed )oad )einforceent.

1. Indstrial 3ard Sta4ili5ation.

6. S4srface Drains.

. Erosion Control.

8. Landfill Separation.

7. )ecreational 9acilities.

:. Septic syste.

;. Landscapin-.

*.2 )EL(TED SECTIONS

(. Section 02100 < Earth#or".

=. Section 0260 < Septic syste.

C. Section 02820 < S4draina-e Syste.

D. Section 02700 < =ases> =allasts> 'a/eents> and (pprtenances.

E. Section 02:00 < Site Ipro/eents and (enities.

9. Section 02:*0 < Irri-ation Syste.

G. Section 02;00 < 'lantin- and Landscapin-.

%. Section 02;20 < La#ns and Grasses.

*.1 )E9E)ENCES

(. (ST? D *::1 < Standard Test ?ethod for C=) California =earin- )atio& of

La4oratory<Copacted Soils.

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=. (ST? D 66;* < Standard Test ?ethods for @ater 'erea4ility of Geote,tiles 4y'eritti/ity.

C. (ST? D 6812 < Standard Test ?ethod for Gra4 =rea"in- Load and Elon-ation ofGeote,tiles.

D. (ST? D 611 < Standard Test ?ethod for Trape5oid Tearin- Stren-th of Geote,tiles.

E. (ST? D 67* < Standard Test ?ethod for Deterinin- (pparent Openin- Si5e of a

Geote,tile.

9. ((S%TO ?2:: < Standard Specification for Geote,tile Specification for %i-h#ay

(pplications.

G. DOT Standards < AAAAAAAAA State Departent of Transportation StandardSpecifications.

*.6 DESIGN B 'E)9O)?(NCE )E+I)E?ENTS

(. Desi-n Considerations*. Traffic ole

a. Teporary #ith less than *000 passes o/er the roads desi-n life.

4. 'eranent #ith *000 passes or ore o/er the roads desi-n life.

2. Soil S4-rade Stren-th Tests shall 4e ta"en #hen the soil is at its #ea"est

#et or satrated&. Test in accordance #ith the field California =earin- )atioC=)&> cone penetroeter> /ane shear> resilient odls or other appropriatetest (ST? D *::1&.

1. (--re-ate Thic"ness Deterine in accordance #ith a,i a,le load

anticipated.

a. Li-ht Dty Cars and li-ht trc"s to 1>000 l4s.

4. ?edi Dty Typical Trc" loads to *:>000 l4s

c. %ea/y Dty Earth ?o/in- eipent to 2>000 l4s or ore.

6. (--re-ate and Thic"ness Selection Select 4ased on the recoendations of

the anfactrer.

=. S4<4ase and 4ase desi-n shall confor to the applica4le reireents of the DOT

Standards for AAAAAAA State and the s4<4ase recoendations of theanfactrer.

*. S+=?ITT(LS

(. S4it nder pro/isions of Section 0*100.

=. 'rodct Data ?anfactrer!s data sheets on each prodct to 4e sed> incldin-

*. 'reparation instrctions and recoendations.

2. Stora-e and handlin- reireents and recoendations.

1. Installation ethods.

C. Shop Dra#in-s S4it anfactrer!s shop dra#in-s incldin- layin- pattern andanchorin-.

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D. LEED S4ittals 'ro/ide docentation of ho# the reireents of Credit #ill 4eet

*. List of proposed aterials #ith recycled content. Indicate post<conser

recycled content and pre<conser recycled content for each prodct ha/in-recycled content.

2. 'rodct data and certification letter indicatin- percenta-es 4y #ei-ht of post<

conser and pre<conser recycled content for prodcts ha/in- recycledcontent.

E. Saples S4it anfactrers saples of each prodct specified.

9. ?anfactrer!s Certificates Certify prodcts eet or e,ceed specified reireents.

*.8 +(LIT3 (SS+)(NCE

(. ?anfactrer alifications ?anfactrer #ith a ini for fi/e years

docented e,perience #ith the prodcts specified and #ith ISO Certificationcertifyin- aterial copliance..

=. Installer alifications Installer e,perienced in perforin- #or" of this section thathas speciali5ed in installation of #or" siilar to that reired for this proFect. Installerst also 4e a4le to pro/ide s"illed #or"an #ith satisfactory record of perforanceon landscapin- or pa/in- proFects of copara4le si5e and ality.

C. 'reinstallation ?eetin-s

*. Con/ene a preinstallation eetin- a ini of t#o #ee"s prior to start of#or".

2. erify proFect reireents> s44ase and 4ase conditions> anfactrer!s

installation instrctions and coordination #ith other related #or".

1. )eire attendance of parties directly affectin- #or" of this section> incldin-

the Contractor> en-ineer> installer> and anfactrer!s representati/e.

6. Coply #ith Di/ision * reireents.

*.7 DELIE)3> STO)(GE> (ND %(NDLING

(. Store prodcts in anfactrer!s nopened pac"a-in- ntil ready for installation.

=. 'rotect aterials drin- handlin- and installation to pre/ent daa-e.

*.: ')OECT CONDITIONS

(. ?aintain en/ironental conditions recoended 4y anfactrer for desiredreslts. Do not install prodcts nder conditions otside anfactrer!s a4solteliits.

=. In cold #eather> do not se fro5en aterials or aterials coated #ith ice or frost> anddo not 4ild on fro5en 4ase or #et> satrated or ddy s4-rade.

C. 'rotect partially copleted #or" a-ainst daa-e fro other constrction traffic

#hen #or" is in pro-ress.

*.; SE+ENCING

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(. Ensre that prodcts of this section are spplied to affected trades in tie to pre/entinterrption of constrction pro-ress.

'()T 2 ')OD+CTS

2.* ?(N+9(CT+)E)S

(. (ccepta4le ?anfactrer 9i4er#e4> #hich is located at 70 Old %ic"ory =l/d. H Old%ic"ory > TN 17*1:H Tel 8*<:67<700H Eail reest info-eosalesfi4er#e4.co&H @e4 ###.typar-eote,tiles.co

=. S4stittions Not peritted.

C. )eests for s4stittions #ill 4e considered in accordance #ith pro/isions of

Section 0*800.

2.2 (''LIC(TION

(. Geote,tile Selection +npa/ed )oads 'a/ed )oads and 'ar"in- Lots Indstrial

3ards.*. @ith a Soil stren-th C=) less then * se Typar 181* #ith reinforceent.

2. @ith a Soil stren-th C=) 4et#een * and 2 and an ((S%TO ?2:: Class of *

or 2 se Typar 181* or 10*.

1. @ith a Soil stren-th C=) 4et#een 2 and 1 and an ((S%TO ?2:: Class of 2

or 1 se Typar 10* or 160*.

=. Geote,tile Selection for '4lic )oads 'ro/ide ((S%TO ?2:: Sta4ili5ation Class

-eote,tiles as follo#s

*. ((S%TO ?2:: Class * Typar 181*

2. ((S%TO ?2:: Class 2 Typar 10*

1. ((S%TO ?2:: Class 1 Typar 160*

C. Geote,tile Selection for S4srface Drains

*. Typar 1:0*

2. Typar 181*

1. Typar 180*

6. Typar 10*

. Typar 160*

8. Typar 116*

7. Typar 110*

:. Typar 1**

D. Geote,tile Selection for Erosion Control

*. Typar 1:0*

2. Typar 181*

1. Typar 180*

6. Typar 10*

. Typar 160*

8. Typar 116*

7. Typar 110*

:. Typar 1**

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E. Geote,tile Selection for Landfills

*. Typar 1:0*

2. Typar 181*

1. Typar 180*

6. Typar 10*

. Typar 160*8. Typar 116*

7. Typar 110*

:. Typar 1**

9. Geote,tile Selection for )ecreational 9acilities

*. Typar 1:0*

2. Typar 181*

1. Typar 180*

6. Typar 10*

. Typar 160*

8. Typar 116*

7. Typar 110*

:. Typar 1**

G. Geote,tile Selection for Septic Systes

*. Typar 1:0*

2. Typar 181*

1. Typar 180*

6. Typar 10*

. Typar 160*

8. Typar 116*

7. Typar 110*

:. Typar 1**

%. Geote,tile Selection for Landscapin-

*. Typar 10*

2. Typar 160*

1. Typar 116*

6. Typar 110*

2.1 GEOTEXTILES

(. General T3'() non<#o/en> therally 4onded GEOTEXTILES tili5e continos

filaent technolo-y. Typar Geote,tiles shall confor to ((S%TO reireents for

certification> saplin-> testin- and acceptance and shipent and stora-ereireents.

=. T3'() 1**

*. ?echanical ?ar/&

a. Gra4 tensile stren-th (ST? D 6812 1 l4s

4. Gra4 elon-ation (ST? D 6812 80 percent

c. Trape5oidal tear stren-th (ST? D 611 * l4s

d. 'nctre stren-th *0 l4s

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2. %ydralic ?()&

a. (pparent openin- si5e (ST? D 67* 20B10 +S Sie/e.

4. 'eritti/ity (ST? D 66;* *. sec

c. @ater flo# rate (ST? D 66;* 21 -alBinBsf

1. 'hysical Typical&

a. +nit #ei-ht *.8 o5Bsy4. )oll diaeter 7 inches

c. Len-th *00 yds

d. @idth ** inches

e. )oll area 6*; sy

f. )oll #ei-ht -ross 0 l4s

C. T3'() 120*

*. ?echanical ?ar/&

a. Gra4 tensile stren-th (ST? D 6812 80 l4s


c. Trape5oidal tear stren-th (ST? D 611 2 l4s

d. 'nctre stren-th *: l4s

2. %ydralic ?()&

a. (pparent openin- si5e (ST? D 67* 10 +S Sie/e

4. 'eritti/ity (ST? D 66;* *.0 sec

c. @ater flo# rate (ST? D 66;* *;0 -alBinBsf

1. 'hysical Typical

a. +nit #ei-ht& *.; o5Byd

4. )oll diaeter 7 inches

c. Len-th *00 yds

D. T3'() 110*

*. ?echanical ?ar/&a. Gra4 tensile stren-th (ST? D 6812 *20 l4s

4. Gra4 elon-ation (ST? D 6812 80 l4s


d. 'nctre stren-th 2 l4s

2. %ydralic ?()&


4. 'eritti/ity (ST? D 66;* 0.: sec

c. @ater flo# rate (ST? D 66;* ; -alBinBsf


a. +nit #ei-ht 1.0 o5Byd

4. )oll diaeter : inchesc. Len-th *00 yds

d. @idth ** inches

e. )oll area 6*; sy

f. )oll #ei-ht -ross :7 l4s

E. T3'() 116*

*. ?echanical ?ar/&

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a. Gra4 tensile stren-th (ST? D 6812 *20 l4s




2. Endrance ?()&*

a. + )esistance 00 hrs (ST? D 61 70 percent1. %ydralic ?()&


4. 'eritti/ity (ST? D 66;* 0.7 sec

c. @ater flo# rate (ST? D 66;* : -alBinBsf


a. +nit #ei-ht 1.6 o5Bsy

4. )oll diaeter : inches

c. Len-th *00 yd

d. @idth ** inches

e. )oll area 6*; sy

f. )oll #ei-ht -ross ;7 l4s

9. T3'() 160*

*. ((S%TO ?2:: Class 1

2. ?echanical ?ar/&

a. Gra4 tensile stren-th (ST? D 6812 *10 l4s



d. 'nctre stren-th 6* l4s

e. C=) 'nctre 22 l4s

1. Endrance ?()&*

a. + )esistance 00 hrs (ST? D 61 70 percent

6. %ydralic ?()&


4. 'eritti/ity (ST? D66;* 0.7 sec

c. @ater flo# rate (ST? D 66;* 80 -alBinBsf

. 'hysical Typical&

a. +nit #ei-ht 6.0 o5Byd

4. )oll diaeter ; inches

c. Len-th *00 yd

d. @idth ** inches

e. )oll area 6*; sy

f. )oll #ei-ht -ross **1 l4s

-. @idth *:7 inches

h. )oll area *; sy

i. )oll #ei-ht -ross *62 l4s

G. T3'() 10*

*. ((S%TO ?2:: Class 2

2. ?echanical ?ar/&

a. Gra4 tensile stren-th (ST? D6812 *80 l4s

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4. Gra4 elon-ation (ST? D6812 80 percent

c. Trape5oidal tear stren-th (ST? D611 80 l4s


e. C=) 'nctre 1*0 l4s

1. Endrance ?()&*

a. + )esistance 00 hrs (ST? D61 70 percent6. %ydralic ?()&

a. (pparent openin- si5e (ST? D67* 70 +S Sie/e

4. 'eritti/ity (ST? D66;* 0. sec

c. @ater flo# rate (ST? D66;* 0 -alBinBsf

. 'hysical Typical&

a. +nit #ei-ht .0 o5Byd

4. )oll diaeter *0 inches

c. Len-th

d. @idth ** inches

e. )oll area 6*; sy

f. )oll #ei-ht -ross *1: l4s-. @idth *:7 inches

h. )oll area *; sy

i. )oll #ei-ht -ross 20; l4s

%. T3'() 180*

*. ((S%TO ?2:: Class 2

2. ?echanical ?ar/&

a. Gra4 tensile stren-th (ST? D6812 260 l4s


c. Trape5oidal tear stren-th (ST? D611 ;0 l4s


e. C=) 'nctre 170

1. Endrance ?()&*

a. + )esistance 00 hrs (ST? D61 70 percent

6. %ydralic ?()&

a. (pparent openin- si5e (ST? D67* *60 +S Sie/e

4. 'eritti/ity (ST? D66;* 0.* sec

c. @ater flo# rate (ST? D66;* * -alBinBsf

. 'hysical Typical&

a. +nit #ei-ht : o5Byd 8.0 o5Bsy


c. Len-th *00 yd

d. @idth ** inches

e. )oll area 6*; sy

f. )oll #ei-ht -ross *8 l4s

-. @idth *:7 inches

h. )oll area *; sy

i. )oll #ei-ht -ross 20; l4s

I. T3'() 1:0*

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*. ((S%TO ?2:: Class *

2. ?echanical ?ar/&



c. Trape5oidal tear stren-th (ST? D611 ; l4s

d. 'nctre stren-th ;1 l4se. C=) 'nctre *0 l4s

1. Endrance ?()&*

a. + )esistance 00 hrs (ST? D61 70 percent

6. %ydralic ?()&

a. (pparent openin- si5e (ST? D67* *70 +D Sie/e

4. 'eritti/ity (ST? D66;* 0.* sec

c. @ater flo# rate (ST? D66;* : -alBinBsf

. 'hysical Typical&

a. +nit #ei-ht : o5Bsf


c. Len-th *00 ydd. @idth ** inches

e. )oll area 6*; sy

f. )oll #ei-ht -ross 2:* l4s

-. @idth *:7 inches

h. )oll area *; sy

i. )oll #ei-ht -ross 27 l4s

. T3'() 1*00

*. ((S%TO ?2:: Class *

2. ?echanical ?ar/&


4. Gra4 elon-ation (ST? D6812 8* percent

c. Trape5oidal tear stren-th (ST? D611 76 l4s

d. 'nctre stren-th

e. C=) 'nctre 8;7 l4s

1. Endrance ?()&*

a. + )esistance 00 hrs (ST? D61

6. %ydralic ?()&

a. (pparent openin- si5e (ST? D67*

4. 'eritti/ity (ST? D66;* 0.*21 sec

c. @ater flo# rate (ST? D66;*

. 'hysical Typical&

a. +nit #ei-ht *0 o5Bsf

4. )oll diaeter

c. Len-th

'()T 1 EXEC+TION

1.* EX(?IN(TION

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(. =efore 4e-innin- installation> /erify site conditions are as indicated on the Dra#in-s.Notify the (rchitect if site conditions are not accepta4le. Do not 4e-in preparation orinstallation ntil naccepta4le conditions ha/e 4een corrected.

1.2 ')E'()(TION

(. S4-rade 'reparation*. 'repare s4-rade as specified in Section 02700. erify s4-rade in

accordance #ith poros pa/in- syste anfactrer!s instrctions.

2. E,ca/ate area allo#in- for nit thic"ness and the en-ineered 4ase depth

#here reired&.

1. 'ro/ide adeate draina-e fro e,ca/ated area if area has potential to

collect #ater> #hen #or"in- #ith in<place soils that ha/e poor perea4ility.

6. 'ro/ide a s4draina-e syste as specified in section 02820.

. 'ro/ide a septic syste as specified in section 0260.

8. Ensre in<place soil is relati/ely dry and free fro standin- #ater.

7. +niforly -rade 4ase.

:. Le/el and clear 4ase of lar-e o4Fects> sch as roc"s and pieces of #ood.

=. S4<=ase 'reparation

*. Install s4<4ase as specified in Section 02700. erify s4<4ase is installed inaccordance #ith poros pa/in- syste anfactrer!s instrctions.

2. Coordinate s4<4ase installation and preparation #ith s4drains specified in

Section 02820.

1. Coordinate s4<4ase installation and preparation #ith septic syste specifiedin Section 0260.

6. If reired> place a -eote,tile separation layer 4et#een the natral -rond

and the ! en-ineered 4ase.

. 'lace en-ineered 4ase to a thic"ness of

a. AA A inches&.

1.1 INST(LL(TION

(. Install Geote,tiles as indicated on the Dra#in-s in accordance #ith the

anfactrers recoendations.

=. +npa/ed )oad )einforceent Install as specified in 02700.

C. 'a/ed )oad )einforceent Install as specified in 02700.

D. Indstrial 3ard Sta4ili5ation Install as specified in 02700.

E. S4srface Drains Install as specified in Section 02820.

9. Erosion Control Install as specified in 02;20.

G. Landfill Separation Install as specified in 02700.

%. )ecreational 9acilities Install as specified in 02:00.

I. Septic syste Install as specified in 0260

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. Landscapin- Install as specified in 02;00

END O9 SECTION

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