sample'retaining'wall'specification' · pdf...

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SAMPLE RETAINING WALL SPECIFICATION www.naturalstonewallsolutions.com © Natural Stone Wall Solutions, Inc. 2014 SCOPE Work includes furnishing and installing a prefabricated modular natural stone retaining wall system to the lines and grades designated on the construction drawings. REFERENCES The following standards and specifications listed below form a part of this specification where applicable. 1. Stone and Concrete Retaining Wall Units. 1. ASTM C 140 H Sampling and Testing Concrete Masonry Units. 2. ASTM C 94 – ReadyHMixed Concrete 2. Geosynthetic Reinforcement. 1. ASTM D 4595 HTensile Properties of Geotextiles by the WideHWidth Strip Method. 2. ASTM D 5262 HTest Method for Evaluating the Unconfined Creep Behavior of Geosynthetics. 3. GRI:GG1 H Single Rib Geogrid Tensile Strength. 4. GRI:GG5 H Geogrid Pullout. 3. Soils. 1. ASTM D 698 H Moisture Density Relationship for Soils, Standard Method. 2. ASTM D 422 H Gradation of Soils. 3. ASTM 4318 H Atterberg Limits of Soil. 4. Drainage Pipe. 1. ASTM 3034 H Specification for Polyvinyl Chloride (PVC) Plastic Pipe. 2. ASTM D1248 H Specification for Corrugated Plastic Pipe. MODULAR STONE RETAINING WALL A. Stone: Natural quarry dimension stone such as granite and untreated bulk architectural aged or quarried fieldstone. B. Reinforcement: Epoxy coated reinforcement bars to be sized and spaced per specification. In conformance to ASTM A934. C. Concrete: Concrete shall have compressive strength of no less than 4,000 PSI. In conformance with ASTM C33 and ACI 301H10. D. Geogrid: Geogrid reinforcement shall be manufactured for soil reinforcement composed of high molecular weight, high tenacity, polyester multifilament yarns which are woven in tension and finished with a PVC coating. E. Drainage: Drainage weep holes made of PVC 2” diameter schedule 40 pipe and tied to 4” diameter flexible perforated drainpipe. The wall shall have weep holes at spacing as specified.

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SAMPLE'RETAINING'WALL'SPECIFICATION'

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www.naturalstonewallsolutions.com!

©!Natural!Stone!Wall!Solutions,!Inc.!2014!

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SCOPE'!

Work!includes!furnishing!and!installing!a!prefabricated!modular!natural!stone!retaining!wall!system!to!the!lines!and!

grades!designated!on!the!construction!drawings.!

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REFERENCES'!

The!following!standards!and!specifications!listed!below!form!a!part!of!this!specification!where!applicable.!!

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1. Stone!and!Concrete!Retaining!Wall!Units.!!

1. ASTM!C!140!H!Sampling!and!Testing!Concrete!Masonry!Units.!!

2. ASTM!C!94!–!ReadyHMixed!Concrete!!

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2. Geosynthetic!Reinforcement.!!

1. ASTM!D!4595!HTensile!Properties!of!Geotextiles!by!the!WideHWidth!Strip!Method.!!

2. ASTM!D!5262!HTest!Method!for!Evaluating!the!Unconfined!Creep!Behavior!of!Geosynthetics.!!

3. GRI:GG1!H!Single!Rib!Geogrid!Tensile!Strength.!!

4. GRI:GG5!H!Geogrid!Pullout.!!

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3. Soils.!!

1. ASTM!D!698!H!Moisture!Density!Relationship!for!Soils,!Standard!Method.!!

2. ASTM!D!422!H!Gradation!of!Soils.!!

3. ASTM!4318!H!Atterberg!Limits!of!Soil.!

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4. Drainage!Pipe.!!

1. ASTM!3034!H!Specification!for!Polyvinyl!Chloride!(PVC)!Plastic!Pipe.!!

2. ASTM!D1248!H!Specification!for!Corrugated!Plastic!Pipe.!!

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MODULAR'STONE'RETAINING'WALL''!

A. Stone:!Natural!quarry!dimension!stone!such!as!granite!and!untreated!bulk!architectural!aged!or!quarried!

fieldstone.!

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B. Reinforcement:!Epoxy!coated!reinforcement!bars!to!be!sized!and!spaced!per!specification.!In!conformance!

to!ASTM!A934.!

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C. Concrete:!Concrete!shall!have!compressive!strength!of!no!less!than!4,000!PSI.!In!conformance!with!ASTM!

C33!and!ACI!301H10.!

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D. Geogrid:!Geogrid!reinforcement!shall!be!manufactured!for!soil!reinforcement!composed!of!high!molecular!

weight,!high!tenacity,!polyester!multifilament!yarns!which!are!woven!in!tension!and!finished!with!a!PVC!

coating.!

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E. Drainage:!Drainage!weep!holes!made!of!PVC!2”!diameter!schedule!40!pipe!and!tied!to!4”!diameter!flexible!

perforated!drainpipe.!!The!wall!shall!have!weep!holes!at!spacing!as!specified.!

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SAMPLE'RETAINING'WALL'SPECIFICATION'

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www.naturalstonewallsolutions.com!

©!Natural!Stone!Wall!Solutions,!Inc.!2014!

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LEVELING'PAD'!

A. Material!for!leveling!pad!shall!consist!of!concrete!or!stone!as!specified.!

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B. Free!Draining!Backfill!material!shall!be!washed!stone!or!clean!gravel!as!specified.!!

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C. Leveling!pad!shall!be!placed!as!shown!on!the!construction!drawings!and!constructed!to!the!proper!

elevation!to!ensure!the!final!elevation!shown!on!the!plans.!!

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D. Leveling!Pad!shall!be!placed!on!undisturbed!native!soils!or!suitable!replacements!fill.!!

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WALL'INSTALLATION''!

A. Means,!methods,!equipment,!and!installation!procedures!shall!be!in!accordance!with!the!manufacturer’s!

requirements.!!

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BACKFILL'PLACEMENT''!

A. The!reinforced!backfill!shall!be!placed!as!shown!in!the!construction!plans!in!the!maximum!compacted!lift!

thickness!of!12!inches!and!shall!be!compacted!to!a!minimum!of!95%!of!modified!Proctor!density!(ASTM!D!

1557)!at!a!moisture!content!within!2%!of!optimum.!The!backfill!shall!be!placed!and!spread!in!such!a!

manner!as!to!eliminate!wrinkles!or!movement!of!the!geosynthetic!reinforcement!and!the!wall!units.!!

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B. Backfill!placement!shall!commence!at!the!back!of!the!wall!and!progress!towards!the!retained!material.!!

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C. At!completion!of!wall!construction,!backfill!shall!be!placed!level!with!final!top!of!wall!elevation.!If!final!

grading,!paving,!landscaping,!and/or!storm!drainage!installation!adjacent!to!the!wall!is!not!placed!

immediately!after!wall!completion,!temporary!surface!drainage!shall!be!provided!to!ensure!water!runoff!is!

not!directed!at!the!wall!nor!allowed!to!collect!or!pool!behind!the!wall!until!final!construction!adjacent!to!

the!wall!is!completed.!!

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