SITEWORK-PAVING-SITE UTILITIES SCOPE OF WORK

RESIDENCE INN – DANIA BEACH, FL BID DATE 11/20/12 END OF BUSINESS DAY

The following is a list of items included in the subcontract for sitework, paving and site utility work for the Residence Inn Dania Beach, FL project, all in accordance with the Civil Drawings and Specifications prepared by McLaughlin Engineering Company and the soils report by Professional Service Industries, Inc. General Conditions / Erosion Control

1. The grading permit for this work shall be paid by general contractor. 2. Include all utility testing required by engineer and local authorities (See soils report for testing

requirements) 3. Layout, Engineering, and Permits as required. 4. Site contractor to provide, install and maintain erosion control required and specified, such as

temporary construction entrances, inlet protection, flume protection, silt fence, etc. for the duration of the project. See sheet PGD-6. Site contractor to provide maintenance reporting.

5. This contract is inclusive of all work mentioned in the soils report, addenda to the soils report and site plans.

6. Provide “As Built Drawings” for all water and sewer, storm, etc per civil drawings. 7. Provide tree barricades per landscape plan. 8. Work must be completed on or before dates scheduled by Hollis and Spann. 9. All work to conform to OSHA regulations. 10. Engineer must be given 48 hours notice prior to start of construction for all inspections and

testing. 11. All pipe shall be laid in a dry trench. All muck and other unsuitable material encountered in

trench bottom shall be removed and backfilled with granular material compacted to 100% maximum density.

12. Shop drawings for all the structures and materials to be used on the project shall be submitted to the design engineer and the respective Broward county engineer and utility departments for approval prior to construction or installastion.

13. Contractor to prevent introduction of debris or dirt into existing storm drain and or sanitary system as a result of construction activities. All lines and structures shall be cleaned prior to final inspection and acceptance.

14. All permanent grass areas are to receive a 4” muck blanket or topsoil treatment. 15. Included in this price is any dewatering by use of drainage ditches and pumps that may be

needed.

Turn Lane

1. Applicants engineer responsible for construction inspection shall issue that the maintenance of traffic plan (MOT) for the project is in accordance with the applicable FDOT index numbers (600 series) and these documents: The Manual on Uniform Traffic Control Devices for Streets & Highways (US Department of Transportation, FHWA). This subcontractor to include traffic control.

2. End of work day any drop off in the area adjacent to the travel way of the state road shall be backfilled or shall be otherwise protected with temporary barrier.

3. Contractor must call appropriate county traffic engineering division at least 48 hours before excavation within FDOT right of way.

4. At earliest convenient time notify in writing all right of way users affected by construction of project.

5. MOT lane closure signs shall be covered when lanes are not closed. 6. Flaggers must be present during the ingress and egress of construction vehicles to and from the

project site. Warning signs must be erected advising motorists of trucks entering highway. 7. This subcontractor is responsible for any damages to Broward County Traffic Engineering

infrastructure. 8. Remove all muck, overburden and root material to the right of way line and backfill to the

required subgrade with clean granular material in max 6” lifts compacted to 100%. 9. If FDOT material is specified, it shall imply that their construction procedures shall be followed. 10. This subcontractor responsible for contacting all utility companies prior to construction,

protecting all utilities during construction, and responsible for any damage during construction. 11. Verify if any other utilities not shown on plans exist in the area of construction. 12. Note: engineer will hold a pre-construction meeting prior to start of any construction: a

representative from your company must be present. 13. Any deviations from plans must be approved in writing by the engineer prior to construction. 14. Note: “Manual on uniform traffic control devices” shall be used as the standard for the signage

and pavement marking requirements of the project. 15. Include bi directional white/ red rpm’s installed as shown.

Grading / Excavation 1. This subcontractor is responsible for all topsoil. Discuss suitability of existing material as topsoil

with general contractor. 2. Areas compacted shall be moistened and compacted by either rolling, tamping or any other

method approved by the engineer. 3. Site must be graded to drain (minimum 2%) away from building. 4. All site grading per civil drawings and in accordance with the Soils report prepared by

Professional Service Industries. 5. The following requirements shall be fulfilled.

a. The building fill shall be 6” down below the finish floor elevation. b. All subgrades to be proof rolled and compacted per soils report. c. Proper site drainage should be maintained during construction; there shall be no

areas where water can pool.

6. It is our intent for the sitework contractor to finish all turn lane work, sidewalks (not including those that are adjacent to the building), utility work, storm drainage systems, exfiltration system, grading, stripping of topsoil and stock piling, curbing and 1st layer of asphalt prior to the General Contractor starting the footings. The General Contractor will schedule a time nearer to the completion of the building for the sitework contractor to finish their work (install topsoil, finish asphalt paving, striping, fire lanes, signs, bumper blocks, etc.).

7. Bidders are requested to be cognizant of the requirements to excavate landscaped areas prior to planting in order to supplement planted areas with enriched soils or nutrients. The sitework subcontractor may be requested to provide expertise or collaboration in this effort.

Exclusions

1. Stamped concrete (subgrade for this area is included), sidewalks adjacent to the building, pool deck and splash pad patio concrete.

Ashpalt Paving / Curb and Gutters / Striping

1. Underground utilities shall be installed or sleeving provided before any pavement construction begins.

2. Engineer shall specify the location and number of density tests required. Minimum of one density test over every trench and one density test every 2000 SF of proposed pavement.

3. All curb and curb and gutter shall have a limerock foundation or “pad” of at least 4” thickness compacted to 98% of maximum density.

4. Asphalt paving 1.5” and 1”, base to be 6” crushed limetone. 5. See soils report for structural fill above and below the water table. 6. Wheel stops, striping (pedestrian, handicapped, directional arrows, fire lane, fire hydrant locating

paint, etc.), signs and posts (handicapped, stop, fdc, fire lane, right turn, etc.). 7. All ramps, walks and pedestrian pathways shall be constructed in accordance with the “Florida

Accessibility Code for Building Construction” latest Edition. Utilities / Storm Drains 1. Testing and Certification of utilities is required by local authorities and civil drawings. 2. A minimum of 10’ separation between all utilities shall be maintained. 3. Color coded pipe must be used. 4. Waterline-where it shows 2 ea 2” lines use 1 4” line to 5 feet outside the building. 5. Prior to backfilling the drainage system the contractor shall notify the governing agencies for

inspection. 6. Contractor shall be responsible for installation of temporary turbidity screens at all outfall pipes

from time of construction commencement until final paving of drainage inspection. 7. See landscape plans for additional grading and drainage information for recreational amenities,

pool, pool deck, berming, etc. 8. Sanitary sewer work to be within 5’-0” of the building as shown for the 8” line. 9. Include taps, tap fees, clean outs, etc., as shown. 10. Domestic water and fire main work to within 5’-0” of building including required taps and tap

fees, insulation, meters, etc. 11. Fire main and FDC to be installed by contractor licensed to install fire lines (included in this

contract).

12. All pipe shall include pipe bedding per manufacturers recommendations and civil drawings, thrust blocks and backfill required.

13. Backfill at structures shall be hand tamped in 12” compacted lifts. 14. Storm drainage system complete per plans with catch basins, exfiltration pipe inclduding all

gravel, fabric, etc, structures, grading, pipe flumes, etc. 15. FDC and FH pipe to be DI. 16. Pump station as shown. 17. Provide Alt price for maintenance agreement on pump station. Note: Pump station cannot be

used for construction. 18. Exclusions:

a. Landscaping b. Performance & Payment Bond

c. Gas line and meter

Alternates:

1. Provide unit price for removal of misc. unsuitable soils and replacing with

offsite suitable soils (based on cy of loose dirt hauled in) $___________/CY. 2. Maintenance agreement on pump station $___________ 3. Provide sleeving price per LF $___________/LF

*VALUE ENGINEERING IDEAS ARE WELCOMED*