04-11-16 Martin L. King Splash Park

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B. Site issues beyond the control of RFL. C. Damage to existing improvements. D. Protection of existing utilities, landscaping, and improvements. E. If required per geotech report, footing, piers, and/or select fill labor and materials to be provided by others. F. Excavation and backfill. CLIENT'S SCOPE OF WORK TURNKEY INSTALLATION OF RESTROOM BUILDING WITH ATTACHED SLAB 1. SURVEY STAKES: Provide ten foot offset stakes and locate front corners of building, existing utilities, and inverts within the area of construction. Locate and mark final slab elevation. 2. SUBGRADE PAD: Preparing the site is fairly simple. Detailed instructions to prepare the building site are as follows: 2.1. Excavate down ten inches below the finish floor elevation (the slab is eight inches thick on top of a two inch sand bed). 2.2. If soils are poor, it may be necessary to import six inches of Class II base rock, and pour for a footing and/or piers. (This is not necessary if native soils will compact) 2.3. Compact to 95%, or to local code requirement. 2.4. Compact one foot over in all directions (over build). 2.5. Supply approximately five cubic yards of clean sand, on side of site, for fine grading. 2.6. Excavate and backfill trenches up to and within building pad for RFL supplied underground utility service kits. 2.7. Provide water and inspection for RFL supplied underground sewer kit. 2.8. Depending on weather, all irrigation should be turned off prior to delivery to allow the surrounding soils to dry and bear the weight of the truck and crane. 2.9. Check comer locations against plans for proper sizing. 2.10. Verify finish floor elevation for concrete slab (shipped fully attached to the building.) 2.11. Excavate one foot perimeter footing if required by local code to specified depth. 3. SITE ACCESS AND STORAGE: Provide suitable safe clear access to allow a crane (up to 110 tons), and the building on a semi -trailer (up to 40 tons) to reach site (14' width, 70' length, and 14' in height). If path to site is over existing utilities, sidewalks, or other damageable areas, proper marking, plating or other appropriate protection must be provided by CLIENT. CLIENT is responsible for removing any overhead obstructions (i.e. power lines, trees). This proposal provides for a 110 ton crane with access to within 25' of the building pad. The initial initial Page 2 of 8 1707 Colt Circle, Marble Falls, Texas 78654 0 Phone; 512.222.5454 0 wwvv.restroomfacilities.com