Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2007_EP-07-301 thru EP-07-400_ - EP-07-352

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• The contract price paid per cubic meter for concrete pavement shall include full compensation for furnishing all labor,materials(including cementitious material in the amount specified),tools,equipment,and incidentals,and for doing all the work involved in constructing the portland cement concrete pavement, complete in place, as shown on the plans, and as specified in these specifications and the special provisions,and as directed by the Engineer. SECTION 41:PAVEMENT SUBSEALING AND JACKING Issue Date: January 5,2007 The second paragraph of Section 41-1.02, "Materials,"of the Standard Specifications is amended to read: • Cement for grout shall be Type II portland cement conforming to the provisions in Section 90-2.01A, "Cement." The third paragraph of Section 41-1.02, "Materials,"of the Standard Specifications is amended to read: • Fly ash shall conform to the requirements in AASHTO Designation: M 295 for either Class C or for Class F. The brand of fly ash used in the work shall conform to the provisions for approval of admixture brands in Section 90-4.03, "Admixture Approval." The fifth paragraph of Section 41-1.02,"Materials,"of the Standard Specifications is amended to read: • Chemical admixtures and calcium chloride may be used. Chemical admixtures in the grout mix shall conform to the provisions in Section 90-4, "Admixtures." Calcium chloride shall conform to ASTM Designation: D 98. SECTION 42: GROOVE AND GRIND PAVEMENT Issue Date: December 31.,2001 The last sentence of the first subparagraph of the third paragraph in Section 42-2.02, "Construction," of the Standard Specifications is amended to read: • After grinding has been completed, the pavement shall conform to the straightedge and profile requirements specified in Section 40-1.10, "Final Finishing." SECTION 49: PILING Issue Date: January 5,2007 The fust paragraph in Section 49-1.03,"Determination of Length,"of the Standard Specifications is amended to read: • Foundation piles of any material shall be of such length as is required to obtain the specified penetration, and to extend into the cap or footing block as shown on the plans,or specified in the special provisions. The fourth paragraph in Section 49-1.03, "Determination of Length,"of the Standard Specifications is amended to read: • Modification to the specified installation methods and specified pile tip elevation will not be considered at locations where tension or lateral load demands control design pile tip elevations or when the plans state that specified pile tip elevation shall not be revised. The sixth and seventh paragraphs in Section 49-1.03, "Determination of Length," of the Standard Specifications are amended to read: • Indicator compression pile load testing shall conform to the requirements in ASTM Designation: D 1143-81. The pile shall sustain the first compression test load applied which is equal to the nominal resistance in compression,as shown on the plans,with no more than 13 mm total vertical movement at the top of the pile measured relative to the top of the pile prior to the start of compression load testing. • Indicator tension pile load testing shall conform to the requirements in ASTM Designation: D 3689-90. The loading apparatus described as "Load Applied to Pile by Hydraulic Jack(s)Acting at One End of Test Beam(s)Anchored to Contract No. 10-OM7104 21