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Pisa If 7' R 12' 8' 12" EL After Split RETAINING WALLS Natural St. Clair Sandstone 6" (01 2pPisa ali NOTE: Minimum Inside Radius = 8 feet Corner After Spli 8' Revers -A -Gap 45 Linear Ft./Bundle 14" 1211 Coping 64 linear ft./Bundle 7' SelWa Reversible for Specifications) IF Unilock" is the authorized producer of this product covered under U.S. Patent No. 4,490,075. Pisa 110 and Revers -A - Cape exclusively licensed by RisiStone, Ltd. Pisa its Wali Size Face Ft./Bundle Double Units/Bundle Units/Face Ft. Weight/Double Unit WeightBufx9e SectionsBur die Double Units/Section Weightroection Colors Corner Unit Natural Size St. Clair Double Units/Bundle Sandstone WeightlDouble Unit 72 WeighlBur dte Weight/Unit Sections/Bundle _•� J' `\�/l�.ii� Double Units/Section 1905 lbs. Weight/Section Tapered 19.8 30 Double Units 3 81.9 lbs. 2458 lbs. 2 15 1229 tbs. 6' x 8' x 20' 9 Double units 160 tbs. 1440 tbs. 3 3 Double Units 480 lbs. Colors Revers -A -Cap"" Natural Size Tapered St. Clair Units/Bundle 72 Sandstone Weight/Unit 26.43 lbs. _•� J' `\�/l�.ii� WeightBundle 1905 lbs. Wau id, 1e used, aga.rxet undstrrbed earth of compacted engineered, fill Sections/Bundle 3 _ 1 Units/Section 24 a Fest cou•se of blocks to be burned on 150mm (61 of compac!ed tam Weight/Section 635 tbs. 1 Layers/Bundle 6 5 Wall to be mbedded a mtnvnum or l50mm (6'l beaw gtaoe NOTE: 6 end Caps per bundle 6 Bane, of waell to be one horizontal to eight vertical (l 81 Pisa tie is supplied in twin modules with a splitting groove molded in. Easy breakage with ham- mer and chisel produces fresh -cut finish. can Pisa 110 Retaining Wali nSECT.DWG , Typical Cross Section IFeb "3 s u F-8-1 � Calculation formulas are provided as a service by Unilock for estimating material requirement. t 8 l Unilock will not be held responsible in any way for resulting product coverage or shortage. Maximum Height of Wall: ,r Minimum Radius of Curve: 8' Wa•1 F-sh. Split face r „_• Aeco+nmenoed Usage stra'gr or curved landscaodgarden wars, terraced walls. a'a Dante, walls _•� J' `\�/l�.ii� Pisa imp rnslanaUon Notes Wau id, 1e used, aga.rxet undstrrbed earth of compacted engineered, fill "` _ ._I- ! -• 2 Avowable soil bearing capacity mt.bi exCeeo 144 kPa (3000 ps1 _ 1 3 Wedge unts can be used to form tight convex curves a Fest cou•se of blocks to be burned on 150mm (61 of compac!ed tam ."=. •- - cttbned gravel or concrete ievell.ntg pad where warranted. over 1 und.stunbed original gna,rv! 5 Wall to be mbedded a mtnvnum or l50mm (6'l beaw gtaoe 6 Bane, of waell to be one horizontal to eight vertical (l 81 7 Wall to be backfilled with tree Wa•mng. non frost suscept-Vt g,anutar n.u..t sit mater.al with less than 5% pasvng 0200 seive. tb be 95% standard Doclor densly iI _—_ 8 kat -mum requited comrycldn 9 6ack1:,Lng to be placed and compacted In layers no.. erceedug 150mm (6') .n thickness. _ I 10 Slope above wall not to exceed three h ortzonta, to o•Ie vertical (3.1) 11 Positive drainage is required and Installation of filter fabric and wee png If We 6 recommended 12 The top course or coping stoners to be secured to the wall with two strips of butyl tape placed on either side of the groove. 13. All installations should oe reviewed by a pnofessrorvl engineer pro" to construction. Site sod cond,tons should be reviewed by a geotechnical engineer Prior to construction Pisa 110 Retaining Wali nSECT.DWG , Typical Cross Section IFeb "3 s u F-8-1 � Calculation formulas are provided as a service by Unilock for estimating material requirement. t 8 l Unilock will not be held responsible in any way for resulting product coverage or shortage.