|
GENERAL NOTES:
<br />1. The contractor shall verify control point for line and grade prior to construction.
<br />2. Location, elevation, and dimensions of existing utilities, structures, and features
<br />are shown in accordance with best information available at the time of the
<br />preparation of the plans but do not purport to be absolutely correct.
<br />3. The contractor shall verify the location, elevation, and dimensions of all existing
<br />utilities, structures, and other features affecting his work and shall comply with
<br />all state, county, and local ordinances and obtain any necessary work permits
<br />that may be required prior to construction.
<br />4. The contractor shall be responsible for the complete coordination of construction
<br />scheduling between the contractor and all utility agencies. The contractor shall
<br />adjust his schedule to coincide with other required utilities.
<br />5. The engineer reserves the right to perform quality assurance testing on all
<br />materials delivered to project.
<br />6. In the event unsuitable material is encountered during excavation, it is to be removed
<br />from the site except that it may be used to flatten slopes in areas approved by the
<br />engineers.
<br />7. Overall cleanup shall be accomplished by the contractor in accordance with county
<br />standards or as directed by the engineer. Any and all expenses incurred for this work
<br />shall be included in the unit price bid for other items.
<br />8. The contractor shall endeavor to protect private property. Any damage caused by the
<br />contractor in the performance of his work shall be corrected to the satisfaction of the
<br />engineers at the contractor's expense. Payment shall not be made for this work.
<br />9. Any damage to state, county, or local roads caused by the contractor's equipment
<br />and operators shall be repaired by the contractor to the satisfaction of the engineer.
<br />Payment shall not be made for this work.
<br />10. Any U.S.C. and G.S. monument within limits of construction shall be protected by
<br />the contractor. If in danger of damage, the contractor shall notify:
<br />Director, Charting & Geodetic Service
<br />6001 Executive Blvd.
<br />Attn. C172
<br />Rockville, Maryland 20852
<br />Phone, (301) 433-8319
<br />11. Construction of potable water and sanitary sewage systems are to include connection
<br />to existing facilities as shown.
<br />12. Whatever material or construction item specifications are not specifically covered
<br />by these plans, the County of Pasco, Florida, or directed by the engineer, "The
<br />Florida Department of Transportation Standard Specifications for Road and Bridge
<br />Construction" latest edition, shall apply.
<br />13. All construction work, including roads, drainage, and utilities, shall be constructed in accordance
<br />with pasco County design standards and tested in compliance with the pasco County Engineering
<br />Services Department's Testing Specifications for Construction of Roads, Storm drainage, and
<br />Utilities.
<br />14. The contractor shall coordinate with all utilities and any other contractors.
<br />15. Florida statute requires a minimum of 2 days and a maximum of 5 days no ' e
<br />before a contractor may excavate. The contractor shall call Sunshin State One Call (811)
<br />before commencing excavation.
<br />16. Compaction for pipe backfill shall comply with AASHTO and Pasco county.
<br />17. All fill up to the spring line of the pipe must be hand tamped.
<br />18. Contractor shall submit to the engineer and/or architect for review, 4 copies of shop
<br />drawing on bid items (fire hydrants, valves, pies, inlets, manholes, pumps, control panels,
<br />light fixtures, plumbing fixtures, etc.). The contractor shall allow a minimum of 7 days for
<br />review of shop drawings. Approval of shop drawings is required prior to installation or
<br />construction. Substitution of specified items, if requested, will be evaluated by the
<br />project engineer.
<br />19. It shall be the contractor's responsibility to notify (48 hours in advance) the engineer,
<br />utility company and regulatory agency for all inspections. It shall be the contractor's
<br />responsibility to supply results of all tests, in accordance with the testing schedule to the
<br />engineer prior to commencing the next phase. The tests required shall be performed
<br />by an independent testing laboratory approved by the owner and cost for the testing
<br />shall be paid for by the contractor and said cost will be included in the bid price.
<br />20. The contractor shall contact the engineer's office immediately on any conflicts between
<br />what is shown herein and actual condition discovered during construction of any
<br />improvements shown on the drawings.
<br />21. Prior to beginning work, the contractor shall expose all existing utilities to be extended
<br />or crossed. Any conflicts and the contractor's proposed resolutions shall be brought to
<br />the engineer's attention for approval.
<br />22. All practicable effort shall be taken during construction to control and prevent erosion
<br />and transport of sediment materials to inlets, surface drains, wetlands and lake areas.
<br />The contractor shall be responsible for all restoration efforts that may be required.
<br />23. The contractor is to control all fugitive dust originating on this project by watering or
<br />other methods as required.
<br />24. The contractor shall not enter upon or in any way alter the wetland/conservation areas
<br />that may be on site. All work in the vicinity of open water and/or wetlands is to be
<br />performed in compliance with the environmental regulations and/or permits for the
<br />wetland/conservation areas that may be on site. The contractor will be responsible for
<br />any fine resulting from his violation of any regulations or permit conditions.
<br />25. All disturbed areas shall be seeded and mulched, unless otherwise.
<br />26. Contractor shall provide a two feet wide strip of sod adjacent to curb or pavement
<br />installations.
<br />27. It is the responsibility of the contractor to establish in the field right of way lines,
<br />base lines, bench marks (elev.), center lines, and stationing as required to
<br />construct the project.
<br />28. Contractor shall coordinate and reimburse the appropriate overhead utility company
<br />for the required support of utility poles where construction may cause the pole to lose
<br />it's self supporting ability.
<br />29. Special pipe foundations, if required, shall be determined in the field and the type
<br />required will be as directed by the engineer.
<br />30. Finished grade for ground elevations on drawings refer to grade after sodding.
<br />31. All elevations are NGVD (1929).
<br />32. All testing shall be witnessed by the engineer and the utility company representative.
<br />33. Handicap ramps are to be constructed at all comers.
<br />34. The constructor shall arrange for a final site inspection approval by the Engineering
<br />Services Department prior to issuance of the Certificate of Occupancy (CO).
<br />35. The constructor shall notify the Pasco County Engineering Services Department at
<br />least two working days prior to commencing any activity on the site.
<br />36. If, during construction activities, any evidence of historic resources including, but not limited to,
<br />aboriginal or historic pottery, prehistoric stone tools, bone or shell tools, historic trash pits, or
<br />historic building foundation, are discovered, work shall come to an immediate stop, and the
<br />Florida Department of Historic Resources ( State Historic Preservation Officer) and Pasco County
<br />shall be notified within two working days of the resources found on the site.
<br />37. If, during construction activities, any evdence of the presence of State and Federally protected
<br />plant and/or animal species are discovered, work shall come to an immediate stop, and pasco
<br />County shall be notified within two working days of the plant and/or animal species found on the site.
<br />38. If a Pasco County Global Positioning System (GPS) network point is located within the boundary
<br />of the site or within 50 feet of the same, the point shall re-established using GPS methods and
<br />"Blue Booked" prior to the issuance of any Building Permits or the recording of any plat. Proof of
<br />the said Blue Booking shall be submitted to the County Surveyor prior to the issuance of the said
<br />permit or the recording of the said plat. If it is discovered that the said point has been destroyed
<br />by construction, then the owner/developer of the land will be responsible for payment to Pasco
<br />County in the amount of $5,000.00 each.
<br />39. Two unique and/or independent comers on the boundary of the subdivision plat shall have State
<br />plane coordinates noted on them and shall be tied by bearing and distance to the current GPS
<br />network. The coordinates for the said comers shall be noted on the plat.
<br />STORMWATER NOTES:
<br />1. Stormwater metal pipe will not be allowed on this project (as noted on plans).
<br />2. All drainage detail are to be Pasco county current standards. Where the County has no standard,
<br />FDOT current standards shall be used. This includes, but is not limited to: inlets, manholes, endwalls,
<br />flared end section, etc.. Non-standard drainage detail ( if any) are shown on detail sheets in the plans.
<br />3. Pipe material shall comply with ASTM C76, "specifications for reinforced concrete culvert, storm drain,
<br />and sewer pipe; class III. Provide bell and spigot type pipe.
<br />4. Corrugated metal pipe shall be galvanied stall plate in accordance with AASHTO M 167, with 2%"xY2"
<br />corrugations and a thickness of 0.06".
<br />OPERATION AND MAINTENANCE NOTES:
<br />1. Control structures shall be visually inspected and shall be kept free of of any obstructions.
<br />The inspections are to be performed prior to the start and at the end of the rainy season.
<br />2. Concrete weirs shall be visually inspected and shall be kept free of any obstructions. The
<br />inspections are to be performed prior to the start and at the end of the rainy season.
<br />3. Inlet structures and storm pipes shall be inspected for accumulation of silt at the start and
<br />at the end of the rainy season. If the silt is found to be 3 inches or larger in thickness, it
<br />shall be removed and placed in upland areas.
<br />4. Removal of native vegetation, including cattails, shall be prohibited within the wet detention
<br />ponds.
<br />5. Dredging of wet detention ponds shall be prohibited.
<br />6. The application of herbicides in the wet detention ponds shall be prohibited.
<br />SANITARY SEWER NOTES
<br />1. Where double wye connections will be used, it must not be less than six inch (6") pipe.
<br />2. Sewer laterals will not be less than thirty inches (30") and no more than sixty inches (60") in
<br />depth unless property grade requires it.
<br />3. All main trunk sewer lines will be no less than eight inches (8") in diameter.
<br />4. All sewer lines that are P.V.C. must be no less than SDR 35, 3034 pipe. Any sewer line at
<br />depths of 12-18 feet must be SDR 26 and any sewer line below 18 feet must be C-900.
<br />5. All sewer force mains shall be SDR 21, PR 200, DR25 or heavier wall pipe.
<br />6. All sewer force mains shall be labeled with green stripes every two feet (7), have the word
<br />SEWER stenciled every two feet (7) or have detector tape marked SEWER LINE.
<br />Copper tracing wire #14, green in color, shall be installed on all Force Main sewer lines.
<br />7. All sewer lines, valves and fittings on force main cannot be covered until it has been inspected.
<br />8. When raising a Manhole to grade that is above top of existing Manhole, you must use clay brick
<br />k with portland cement, also when forming the invert in the bottom of Manhole you must use
<br />portiand cement along with clay brick if necessary. When a drop less than two feet (2') is inside
<br />of Manhole, you must make the invert so that there is sufficient slope, not to hold solids.
<br />9. All manholes that are concrete shall be coated on the entire interior surface with epoxy coal tar
<br />Exterior coating can be Bitumastic coating. Fiberglass does not need coating.
<br />10. Manholes shall be 4 feet in diameter, with a 5 inch wall minimum.
<br />11. All pipe penetrations shall have rubber boots.
<br />WATER NOTES
<br />1. All P.V.C. water pipe under two inches (2") in diameter will be Schedule forty (40), two inch (2"),
<br />can be CL200 SDR 21. All pipe four inches (4") and larger will be C-900, DRA8, bell & gasket.
<br />2. All water meters for single service will be poly tubing, 200 PSI, no less than one inch (1"), no
<br />less than eighteen (18") and no more than twenty-four inches (240) in depth.
<br />3. All water service lines will be terminate four feet (4') feet from the sidewalk. Each of
<br />these lines will have a gate valve or curb stop that is approved by the city no more than
<br />twenty-four inches (24") deep.
<br />4. All six inch (6") gate valves for fire hydrants must be tied to the main water line for repair of fire
<br />hydrants.
<br />5. P.V.C. tees and elbows will not be used on water main over two inches (2") located within the
<br />right -of --way. Any water line over two inches (2") located in the right-of-way will have cast iron
<br />or ductile iron fittings with mechanical joints and Meg-a4ug.
<br />6. All water pipe lines will be tested at one hundred fifty (160) psi for no less than two (2) hours.
<br />7. All main water lines will be a minimum of thirty inches (30") and a maximum of forty inches (400)
<br />deep.
<br />8. All water lines will be labeled with blue stripes every two feet (2% have water line stenciled
<br />every two feet (2') or have detector tape marked waterline. Copper tracing wire #14, blue in
<br />color, shall be installed on all water lines.
<br />9. Upon completion of construction, all water mains shall be flushed out, chlorinated and sampled
<br />for bacteria as per D.E.P. regulation.
<br />10. All valves two inches (2") and larger will have a cement pad two feet by two feet by four inches
<br />(2' x 2' x 4") around top of valves for locating.
<br />11. All thrust blocks for fittings will be pre -cast; poured in place thrust blocks will be considered on
<br />new lines. Meg -a -lugs can be used for restrainers as per A.W.W.A. Bell restrainers shall be
<br />used in accordance to size of pipe as to how many restraints are needed before each fitting.
<br />12. Where fire hydrants are required, water lines cannot be less than eight inches (8"), F.H. (5 Y.
<br />opening).
<br />13. All water line and fittings cannot be covered until inspected.
<br />14. All fire sprinkler systems must have a double check detector assembly valve before fire sprinkler
<br />system goes into any building, as per D.E.P. Chapter 62.555.360. Acceptable types of double
<br />check detector assembly valves are:
<br />Febco Watts Hershey Ames Wilkins Conbraco
<br />SUBMERSIBLE LIFT STATIONS NOTES
<br />1. Provide lightening arrester (G.E. or approved equal) ahead of the control panel.
<br />2. NEMA 4 x weatherproof dead front electrical panel fabricated of aluminum, stainless steel of
<br />fiberglass mounted on reinforced concrete post using stainless steel or aluminum bracket.s
<br />Provide lock thumb twist and lock clip. Size of panel will be no less than 24" x 24". For larger
<br />starters, size of panel must accommodate with extra space around starters.
<br />3. Install electrical junction box below control panel with gas tight seal; gas seal for motor leads
<br />and gas seal for floats.
<br />4. Flashing red alarm light with guard shield.
<br />5. Provide emergency generator receptacle with double throw switch. Receptacle shall be Leviton
<br />#460R9W for up to 60 amps. Receptacle shall be Leviton #4100R9W for 60 to 100 amps.
<br />6. Provide reset and elapsed time meter for each motor in dead front control panel and running
<br />lights, HOA switches. Magnetic starters will be Square D. Altemating relays will be diversified
<br />#ARA-120 ACA. Phase monitor shall be diversified.
<br />7. All electric wiring shall be copper, and identified.
<br />8. An electrical schematic diagram shall be submitted with plans or shop drawings and manuals.
<br />9. Wet well shall be concrete or fiberglass. When concrete is used, it must have coating of
<br />Sauereisen SewerGard that is an aggregate -filled epoxy material or equal Inside wet well.
<br />10. Valve vault shall be concrete or concrete block with gravel floor or drain.
<br />11. Provide continuous top slab over wet well and valve vault. (Expansion joint may be provided
<br />between wet well and valve vault top). In some cases a space can be provided between wet
<br />well and valve vault.
<br />12. Provide aluminum (Bilco or equal) frame and access hatches large enough for pump removal.
<br />13. Water tight seals shall be provided where pipes pass through the wet well wall.
<br />14. A nipple and valve shall be mounted on each pump discharge line ahead of check plug valves.
<br />15. Check valves shall be stainless steel spring or side weighted lever.
<br />16. Plug valves shall be DeZurik or approved equal.
<br />17. By-pass connection for auxiliary pump shall include a four inch (4") plug valve and Kamlok
<br />female adaptor and a plug for exposed connector.
<br />18. Motors shall be three (3) phase, without phase converter.
<br />19. Stainless steel nameplate for each pump shall indicate the capacity, TDH speed and efficiency.
<br />m (minimum) which m I f in t least three inch 3 20. There are two u u ch must be capable e o ass a s
<br />pumps ( ) P passing ( )
<br />solids and pump a minimum of one hundred (100) GPM.
<br />21. Provide stainless steel guide rails.
<br />22. All chains for lifting pumps up side rails will be galvanized no less than 5/16" links. Stainless
<br />steel cable will be accepted.
<br />23. Provide four inch (4") screened vent pipe or other approved means for wet well ventilation.
<br />24. Proper grading and landscape.
<br />25. Components must be available locally.
<br />26. Meets electrical codes. (Phase and ground fault circuit protection)
<br />27. All switches and components must be properly labeled.
<br />28. Pull pump to check for proper removal and seating.
<br />29. Check pump cycling and check back-up pump.
<br />30. All steel or metal in wet well will be painted with a paint that resists rust.
<br />31. All bolts on fittings in wet well shall be stainless steel including mounting bolts for pump bases.
<br />32. Permanent wet wells shall be no less than six feet (6') in diameter.
<br />33. Draw down in wet wells shall be no less than four (4) feet.
<br />34. Install convenient 110 volt receptacle on inside door on a separate 20 amp. circuit breaker.
<br />TESTING SCHEDULE GUIDE
<br />ITEM
<br />TEST
<br />TEST INDENTIFICATION
<br />TEST REQUIREMENT
<br />TEST FREQUENCY
<br />EMBANKMENT
<br />MAXIMUM DENSITY
<br />AASHTO T180
<br />N/A
<br />PER SOIL TYPE
<br />OPTIMUM MOISTURE
<br />ASTM D1557
<br />FIELD DENSITY
<br />AASHTO T191, T204,
<br />95% OF MAXIMUM
<br />ONE PER 500 L.F
<br />T238
<br />DENSITY
<br />HORIZONTALLY;
<br />ASTM D1556, D2937,
<br />ALTERNATING LIFTS (1 FT)
<br />D2922
<br />UTILITY
<br />MAXIMUM DENSITY
<br />AASHTO T180
<br />N/A
<br />PER SOIL TYPE
<br />TRENCH BACKFILL
<br />OPTIMUM MOISTURE
<br />ASTM D1557
<br />98% OF MAXIMUM
<br />ONE PER 500 L.F HORI-
<br />UNDER ROADWAYS AND
<br />FIELD DENSITY
<br />AASHTO T191, T204,
<br />ZONTALLY; EVERY 2'
<br />STRUCTURES
<br />T238
<br />DENSITY
<br />VERTICALLY D2922
<br />ASTM D1556, D2937,
<br />AT LEAST ONE FOR
<br />D2922
<br />EACH PIPE RUN
<br />BACKFILL OF STRUCTURES
<br />MAXIMUM DENSITY
<br />AASHTO T180
<br />N/A
<br />PER SOIL TYPE
<br />OPTIMUM MOISTURE
<br />ASTM D1557
<br />FIELD DENSITY
<br />AASHTO T191, T204,
<br />98% OF MAXIMUM
<br />EVERY Z VERTICALLY
<br />T238
<br />DENSITY
<br />ASTM D1556, D2937,
<br />D2922
<br />ROADWAY SUBGRADE
<br />BEARING VALUES
<br />LBR-FLA, D.O.T.
<br />LBR=40 MIN
<br />ONE PER SOIL TYPE
<br />CHECK POINT LBR AT 500
<br />MAXIMUM DENSITY
<br />AASHTO T180
<br />N/A
<br />L.F. HORIZONTALLY
<br />OPTIMUM MOISTURE
<br />ASTM D1557
<br />ONE PER SOIL TYPE
<br />FIELD DENSITY &
<br />AASHTO T191, T238
<br />98% OF MAXIMUM
<br />THICKNESS
<br />ASTM D1556, D2922
<br />DENSITY
<br />ONE PER 500 L.F HORI-
<br />BUILDING PADS
<br />MAXIMUM DENSITY
<br />AASHTO T180
<br />N/A
<br />PER BUILDING PAD
<br />OPTIMUM MOISTURE
<br />ASTM D1557
<br />FIELD DENSITY
<br />AASHTO T191, T204,
<br />95% OF MAXIMUM
<br />AS DIRECTED BY SOILS
<br />T238
<br />DENSITY
<br />ENGINEER
<br />ASTM D1556, D2937,
<br />D2922
<br />ROADWAY BASE
<br />BEARING VALUES
<br />LBR-FLA, D.O.T.
<br />100% LBR-FLA, D.O.T.
<br />ONE PER SOURCE OR AS
<br />MATERIAL CHANGES CK. PT.
<br />MAXIMUM DENSITY
<br />AASHTO T180
<br />N/A
<br />LBR AT 500 L.F. HORI-
<br />OPTIMUM MOISTURE,
<br />ASTM D1557
<br />ZONTAL ONE PER SOURCE
<br />THICKNESS,
<br />AASHTO T191, T238
<br />98% OF MAXIMUM
<br />FIELD DENSITY,
<br />ASTM D1556, D2922
<br />DENSITY
<br />ONE PER 500 L.F
<br />GRADATION
<br />AASHTO T27, T89, T90
<br />PER SPECIFICATIONS
<br />HORIZONTALLY
<br />ONE PER SOURCE
<br />ATTERBERG LIMITS
<br />ASTM C136, D423, D424
<br />SOIL CEMENT BASE*
<br />MIX DESIGN
<br />PORTLAND CEMENT
<br />PER SPECIFICATIONS
<br />ONE PER SOIL TYPE
<br />ASSOC. SPECIFICATIONS
<br />MAXIMUM DENSITY
<br />AASHTO T134
<br />N/A
<br />ONE PER SOIL TYPE DAILY
<br />OPTIMUM MOISTURE,
<br />(STANDARD)
<br />300 PSI AT 7 DAYS
<br />ONE SET PER SOIL TYPE
<br />COMPRESSIVE
<br />PORTLAND CEMENT
<br />DAILY
<br />STRENGTH SPECIMENS
<br />ASSOC. SPECIFICATIONS
<br />TEST CORES
<br />PORTLAND CEMENT
<br />450 PSI AT 21 DAYS
<br />ONE SET OF 3 CORES PER
<br />ASSOC. SPECIFICATIONS
<br />COMPRESSIVE STRENGTH
<br />SPECIMENS
<br />FIELD DENSITY &
<br />AASHTO T191, T238
<br />95% OF MAXIMUM
<br />ONE PER 500 L.F
<br />THICKNESS
<br />ASTM D1556, D2922
<br />DENSITY
<br />HORIZONTALLY
<br />ASPHALTIC CONCRETE
<br />MATERIALS QUALITY
<br />PER F.D.O.T SPECIFICATIONS
<br />BITUMEN CONTENT
<br />AASHTO T164, T30
<br />PER SPECIFICATIONS
<br />ONE PER DAY
<br />GRADATION
<br />ASTM D2172
<br />98% OF LAB DENSITY
<br />ONE PER 500 L.F
<br />FIELD DENSITY
<br />ASTM D02950-81
<br />HORIZONTALLY
<br />LOS ANGELES
<br />AASHTO T96-77
<br />ABRASION
<br />THICKNESS
<br />ASTM C131-81
<br />PER SPECIFICATIONS
<br />ONE PER SOURCE
<br />N/A
<br />PER SPECIFICATIONS
<br />ONE PER 500 L.F
<br />CURB & ROADWAY
<br />SLUMP TEST
<br />AASHTO T119-82
<br />PER SPECIFICATIONS
<br />AS DEEMED NECESSARY
<br />CONCRETE
<br />ASTM C143
<br />BY SOILS ENGINEER. TESTS MAY
<br />BE RUN BY THE SOILS
<br />ENGINEER OR HIS REPRE-
<br />TIVE.
<br />COMPRESSIVE
<br />AASHTO T23-80
<br />N/A
<br />SSENT
<br />ONE
<br />ONE SET 3 CYLINDERS
<br />STRENGTH
<br />ASTM C31.69
<br />FOR 50 CUBIC YARD OF
<br />CYLINDERS
<br />3000 PSI Q 28 DAYS
<br />FRACTION THEREOF PER DAY
<br />INCLUDES ONE SLUMP TEST
<br />' CONTRACTOR SHALL NOT PAVE OVER SOIL CEMENT BASE UNTIL A 30 DAY CURING TIME HAS ELAPSED.
<br />•` TEST SPECIFICATIONS & FREQUENCY MAY BE ALTERED BY THE SOILS ENGINEER.
<br />ASPHALT PAVING NOTES:
<br />1. The areas to be paved shall be graded to provided necessary drainage.
<br />2. The subgrade shall be compacted to provide a minimum compacted densiyt
<br />of 98% of maximum density as determined by modified proctor (ASTM.
<br />subgrade).
<br />3. The surface shall be clean and dry. Prime coat shall be approved cutback
<br />asphalt (RC-70 or RC-90) and temperature when applied by means of a
<br />pressure distributor at the rate of approximately 0.1 to 0.25 gallons per
<br />square yard.
<br />4. An asphalt concrete analysis (to guarantee compliance with Pasco County
<br />specifications) shall be conducted by an independent laboratory, and the
<br />final report submitted prior to final acceptance.
<br />5. All asphalt work shall conform to Pasco County standards.
<br />6. All roadway construction ( including pavement marking and signage ) and
<br />material testing shall comply with roadway standards and specifications of
<br />the Pasco County Land Development Code.
<br />7. Base and backfill materials shall be either of the same type and composition
<br />as the material removed, or of equal or greater structural adequacy. Material
<br />contaminated with deleterious substances during excavation shall not be used
<br />8. The area above the trench above the pipe zone and below the base course
<br />must be backfilled and compacted in layers not to exceed twelve inches,
<br />except that the last two lifts shall not exceed six inches per lift.
<br />9. If roadway section has a shoulder, the shoulder shall extend eight feet from
<br />edge of pavement. Use LBR 30 (or better) back fill material in the top 24
<br />inches of trench.
<br />BIDDING NOTES:
<br />1. Bids will be due in the office of The Richman Group of Florida, Inc.
<br />2. The contractor shall supply all construction stakeout and as -built surveying of the project. As-builts
<br />shall consist of a complete set of record drawings prepared by a professional land surveyors
<br />(supplied by the contractor) and shall include, but not be limited to: storm sewer system; inlets;
<br />manholes; piping locations; all pipe invert; manhole and inlet tops; potable and refuse water line
<br />locations off r/w; service lateral locatoins; sanitary sewer manholes; pipe inverts; roadway center
<br />line elevations; curb flow line elevations. Owner's surveyor will supply horizontal and vertical
<br />controls, only.
<br />3. The information provided in these plans is solely to assist the contractor in assessing the
<br />nature and extent of conditions which will be encounter during
<br />encountered du g the course of the work.
<br />The contractors are directed, prior to bidding, to conduct whatever investigations they deem
<br />necessary to arrive at their own conclusion regarding the actual conditions that will be
<br />encountered, and upon which their bids will be based.
<br />4. The contractor is responsible for the coordination and cost of all required testing and inspections of
<br />the project. Contractor shall notify owner and engineer of all inspections requested from Pasco
<br />County, FDOT, or SWFWMD 24 hours prior to request. The contractor shall invite the owner and
<br />the engineer to all scheduled inspections required by any reviewing agency.
<br />5. Questions on quantities, quality or materials which could change the contract price should
<br />be brought to the attention of the engineer prior to bidding. All questions will be answered
<br />and copied to all bidders.
<br />6. The contractor shall contract with and direct a local testing laboratory for all required on
<br />on site tests such as: concrete strength, slump, densities, or LBR of roadbeds, etc.
<br />Copies of all tests shall be sent to the engineer and owner within 72 hours of the tests.
<br />7. This is a lump sum bid. Schedule of values is required for additions and deletions to the
<br />scope of work or progress payments.
<br />8. Seed & mulch will not be required on the lot areas. All slopes 4:1 or greater shall be sodded.
<br />Bahia will be used.
<br />9. Contractor shall supply all the equipment, material and personnel required for all testing.
<br />10. The site contactor shall grade lots within 0.5' tolerance. However, no area shall be allowed to
<br />be lower more than 0.2'. Site contractor shall provide an as -built survey of the graded lot with
<br />a minimum of two shots per lot at locations selected by the engineer.
<br />11. The compaction of all lots in phases shall be tested at varying depths. The compaction
<br />testing of all lots shall be performed on 1/4 of the lots at locations selected by the
<br />engineer. All lot fill shall meet 95 percent of the modified proctor.
<br />3
<br />1 Revised notes.
<br />000110
<br />2
<br />Updated per new Site
<br />Plan.
<br />07/15/10
<br />1
<br />Per City comments.
<br />05/08/OS
<br />No.
<br />Revisions
<br />Date
<br />i
<br />M
<br />ro
<br />3
<br />M
<br />�
<br />C
<br />o
<br />LL
<br />ti N
<br />ob L
<br />J
<br />o
<br />:3
<br />X Q
<br />m
<br />N 0
<br />�
<br />m
<br />M E
<br />InCS
<br />low N
<br />C
<br />Z
<br />�
<br />c
<br />.��w
<br />M N
<br />o4r-
<br />+
<br />CN
<br />.t32C
<br />Z
<br />`
<br />rn
<br />a- C LU
<br />`O
<br />c
<br />n o
<br />u
<br />m
<br />a�?a
<br />t0
<br />LL
<br />O
<br />CU
<br />CD
<br />O
<br />O
<br />O
<br />V
<br />CO
<br />U:r_-
<br />0
<br />0)
<br />:3CU
<br />U
<br />ch
<br />C
<br />O
<br />.�
<br />U
<br />N_
<br />s
<br />C
<br />A
<br />CU
<br />O
<br />(Q
<br />_c
<br />N
<br />N
<br />N
<br />4-'
<br />O
<br />4-
<br />o
<br />Z
<br />U
<br />r'
<br />"v
<br />wlt q
<br />arios Vasquez
<br />2 84
<br />Novirmber+41;'�010
<br />Date
<br />Drawn: YZY
<br />Checked:
<br />Scale: As Shown
<br />Dwg : Notes and Testing S( edi
<br />Job No: 1372-10
<br />Sheet 16
<br />Of 27 Sheets
<br />
|