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DocuSign Envelope ID:81 E05E8E-EED7-43D3-8B8A-0811 OE72140A <br /> SECTION 33 34 00 - FORCE MAINS <br /> 3. Crusher run base for non-highway pavement and drives shall be 8" of stone <br /> without the addition of cement. <br /> 4. Binder base for secondary roads shall be a minimum of 6" HB binder conforming <br /> to specifications of the Department of Transportation. <br /> 5. Concrete base shall consist of 8" of concrete, reinforced with #4 reinforcing steel <br /> bars placed at 8" on center in the transverse direction and #4 tie bars in the <br /> longitudinal direction. Concrete shall be designed to produce a compressive <br /> strength of 3000 psi at 28 days. The design of the mix and source of supply shall <br /> be subject to approval of the Engineer. <br /> E. Pavement shall be replaced with the same type of pavement that exists prior to cutting <br /> and shall consist of either bituminous surface course (double treatment), 2" of hot plant <br /> mix asphaltic concrete, or 8" of Portland Cement concrete; all conforming to <br /> specifications of the Department of Transportation for each type. <br /> 1. All pavement shall be repaired within the same week that it is cut. Should <br /> inclement weather delay pavement replacement, the Contractor shall not cut <br /> additional pavement until he has notified the Engineer and received specific <br /> permission and instructions. <br /> 2. For asphalt pavement or bituminous surfacing, the entire area to be resurfaced <br /> (including edges of existing pavement) shall be primed with an acceptable <br /> asphalt prime coat just prior to placing new pavement. <br /> 4.7 REPAIRS TO DAMAGED SERVICES AND UTILITIES <br /> Repairs to damaged services and utilities shall be promptly made at the Contractor's expense. <br /> The Contractor shall use every effort to avoid damaging or breaking water, sewer, gas, power, <br /> telephone or other utility services. Utility lines shall be properly supported across the pipe trench <br /> until backfilling is completed. Should damage occur, immediate action shall be initiated to effect <br /> satisfactory repairs. All repair work shall be satisfactory to the Engineer and the Owner of the <br /> damaged utility. <br /> 4.8 DUST CONTROL <br /> The Contractor shall control dust throughout the life of the project within the project area and at all <br /> other areas affected by the construction of the project. Dust control shall not be considered <br /> effective where the amount of dust creates a potential or actual unsafe condition, public nuisance, <br /> or condition endangering the value, utility, or appearance of any property. The Contractor will not <br /> be directly compensated for any dust control measures necessary, as this work will be considered <br /> incidental to the work covered by the various contract items. The Contractor will provide dust <br /> control measures as directed by the Engineer. <br /> 4.9 MISCELLANEOUS ITEMS <br /> The Contractor shall be responsible for removing and replacing miscellaneous items in conflict <br /> with the pipe work such as mail boxes, signs, fences, walls, shrubbery, private ornamental items, <br /> etc. Shrubbery and plantings shall be preserved by proper root protection and watering until <br /> replanted; however, the Contractor will not be required to guarantee replanted items. No <br /> additional payment will be made for removing and replacing miscellaneous items. <br /> Orange County DAA PN R00592-225N2 <br /> Walnut Grove Wastewater System January, 2021 <br /> 33 34 00-17 <br />