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Chaplain Gap Timber Sale <br /> 6-5 ROCK FROM COMMERCIAL SOURCE: Rock used in accordance with the quantities on the TYPICAL <br /> SECTION SHEET and MATERIALS LIST may be obtained from any commercial source at the Purchaser's <br /> expense.Rock sources will be subject to written approval by the Contract Administrator before their use. <br /> 6-11 ROCK SOURCE DEVELOPMENT PLAN BY PURCHASER:All rock source development and use shall <br /> be in accordance with a written ROCK SOURCE DEVELOPMENT PLAN to be prepared by the Purchaser. <br /> The plan is subject to written approval by the Contract Administrator before any rock source development or <br /> use. Upon completion of operations,the rock source shall be left in the condition specified in the ROCK <br /> SOURCE DEVELOPMENT PLAN,and approved in writing by the Contract Administrator. <br /> Rock source development plans prepared by the Purchaser shall show the following information: <br /> • Rock source location. <br /> • Rock source overview showing access roads,development areas, stockpile locations,waste areas,and <br /> floor drainage. <br /> • Rock source profiles showing development areas, bench locations including widths, and wall faces <br /> including heights. <br /> 6-23 ROCK GRADATION TYPES:Purchaser shall supply manufactured rock in accordance with the types and <br /> amounts listed in the TYPICAL SECTION SHEET and MATERIALS LIST.Rock shall meet the following <br /> specifications for gradation and uniform quality when placed in hauling vehicles or during manufacture and <br /> placement into a stockpile.The exact point of evaluation for conformance to specifications will be determined <br /> by the Contract Administrator. <br /> 6-34 3-INCH MINUS BALLAST ROCK:Ballast rock shall be 100%equal to,or smaller than,3 inches in at least <br /> one dimension. <br /> Rock shall contain no more than 5 percent organic debris,dirt,and trash.All percentages are by weight. <br /> 6-50 LIGHT LOOSE RIPRAP: Riprap shall consist of angular,hard, sound, and durable stone. It shall be free <br /> from segregation,seams,cracks,and other defects.Light loose riprap shall be free of rock fines,soil,organic <br /> debris or other extraneous material,and shall meet the following requirements: <br /> At Least/Not More Than Weight Range <br /> 20%/90% 300 lbs.to 1 ton <br /> 80%/-- 50 lbs.to''A ton <br /> 10%/20% 50 lbs.max <br /> 6-51 HEAVY LOOSE RIPRAP:Riprap shall consist of angular,hard, sound, and durable stone.It shall be free <br /> from segregation,seams,cracks,and other defects.Heavy loose riprap shall be free of rock fines,soil,organic <br /> debris or other extraneous material,and shall meet the following requirements: <br /> At Least/Not More Than Weight Range Size Range <br /> 30%/90% 1 ton to 3 ton 36"-54" <br /> 70%/90% 500 lbs.to 1 V2 ton 24"-42" <br /> 10%/30% 50 lbs.max 3"-8" <br /> 6-55 ROCK APPLICATION MEASURED BY COMPACTED DEPTH:Measurement of specified rock depths, <br /> are defined as the compacted depth(s)using the compaction methods required in this road plan. Estimated <br /> quantities specified in the TYPICAL SECTION SHEET are loose yards. Purchaser shall apply adequate <br /> amounts of rock to meet the specified rock depths.Specified rock depths are minimum requirements,and are <br /> not subject to reduction. <br />