HomeMy WebLinkAboutDocumentation_Workshop_Tab 03_06/05/2007VILLAGE OF TEQUESTA
MEETING AGENDA ROUTING SHEET
MEETING DATE: 6/14/2007
REQUESTED ACTION/SUMMARY:
Discussion of Tequesta Park tree replacement and walking_nath Item budgeted in FY
06/07. To discuss Tequesta Park capital project to include trees and ADA accessible
walking oath from parking lot to restrooms and to tennis courts
RESOLUTION OR ORDINANCE NUMBER: Res # Ord #
ORIGINATING DEPARTMENT: Parks & Recreation
FUNDING SOURCE: 2006/2007 BUDGET
ACCOUNT NUMBER: 303.600 663.632
CURRENT BUDGETED AMOUNT AVAILABLE: $122,500
AMOUNT OF THIS ITEM: $
AMOUNT REMAINING AFTER THIS ITEM: $
BUDGET TRANSFER REQUIRED: ^ Yes ®No
APPROPRIATE FUND BALANCE: ^ Yes ®No
Piggyback Contract Name and #:
Or
Competitive Bid # Competitive Bid Process
APPROVALS:
DEPARTMENT HEAD:
FINANCE DIRECTOR:
VILLAGE MANAGER:
VILLAGE MANAGER RECOMMENDATION:
APPROVE ITEM: ^
DENY ITEM: ^
VILLAGE ATTORNEY: APPROVED FOR LEGAL SUFFICIENCY
^ Yes ^ No
^ Not Applicable (n/a)
Village Of Teq~sta
~~rks&R~D~t~n
Date: 5/17/2007
To: Michael Couzzo, Village Manager
Cc: Lori Mc~vvilliams, Village Clerk
From: Greg Corbin, Director of Parks & Recreation
RE: Village Council Agenda Item for June, 2007 Meeting; Discussion on
Tequesta Park Tree Replacement & Pathway Project
This request is to have discussion with Council on Tequesta Park Tree Replacement Project
that is budgeted for FY 06/07.
~' Staff would like to discuss with Council any recommendations & direction to take on the
project before moving forward on the project.
Attached you will find project site plan, bid specifications and the project cost estimates
provided by Roy-Fisher Associates, Inc.
The purpose of the discussion is to include the new Council Members to have an
opportunity to discuss the project budget in FY 06/07 before any action is taken. This
project has not gone out for bid, and the cost estimates are provided by landscape architects
& land planning Roy Fisher Associates, Inc.
Attachments:
1. Site Plan
2. Bid Specifications
3. Cost Estimates
ROY-FISHER ASSOCIATES, INC.
Landscape Architecture and Land Planning 381 Tequesta Drive
Tequesta, FL 33469
Tel (561) 747-3462
Fax (561) 747-0281.
www.roy-fisher.com
Cost Estimate
Tequesta Park
Tequesta Parks and Recreation Dept.
Tequesta, Florida
Tequesta Park Improvements
Hardscape
Material Units CostlUnit # of Units Total Gost
Asphalt Path Sq. Ft. $4.50 3400 $15,300.00
Subtotal: $15,300.00
Landscape
Material Units CostlUnit # of Units Tota! Gost
Shade Live Oaks (25-30' O.A. 8"-10" Cal.) Each $5,500.00 9 $49,500.u0
Saba/ Palms (12'-20' Varies) Each $170.00 32 $5,440.00
Pine Trees (10-12' O.A.) Each $245.00 21 $5,145.00
Root Barrier for Oaks along Path Lin. Ft. $12.50 180 $2,250.00
Paspalum notatum (Bahia Grass) Sq. Ft. $0.40 42610 $17,044.00
Subtotal: $79,379.00
Irrigation
Materi a I
Units Cost/Unit # of Units
rermanent E~ubblerZones to Oaks, Pines, and Sabals Allotment $10,000.00 1
Subtotal:
Total:
10% Contingency:
Grand Total:
Design Fees
Material
Units CoSt/Unit # of Units
Landscape Architecture Allotment $6,600.00
1
Subtotal
Path-Oaks-Perm. Irrigation + Vegetation Buffer + Design Fees Total:
Total Cost
$10,000.00
$10, 000.00
$104,679.00
$10,467.90
$115,146.90
Total. Cost
$6,600.00
.$6,600.00
$121, 746.90
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path.
SECTION 02400
BITUMINOt1S CONCRETE PAVING
PART 1 GENERAL
1.1 SECTION INCLUDES:
A. The intent of this specification section is to provide requirements for materials, equipment, and
methods for constructing new pavementso
B. Paving work includes preparation and compaction of soil subgrade to proper elevations below
limerock or recycled crushed concrete base, preparation and compaction of limerock or recycled
crushed concrete base, application of prime coat, and construction of asphaltic concrete surface
course. New asphalt paving and patching work where indicated, is also included.
C. Additional compensation for adjustment of quantities due to extra thickness of base construction
and/or extra asphaltic concrete will not be made.
D. Contractor shall coordinate scheduling of construction of planters, landscape areas, paving,
irrigation systems, lighting systems and other work.
1.2 SUBGRADE DEFINITION
A. That portion of roadbed immediately below limerock base course and parallel thereto (including
below curbs, gutters, driveways and planters within general parking lot perimeter) compacted to
required density to suppart the paving above.
B. Subgrade shall extend to a depth of 6" below bottom of limerock base and outward to line 6"
beyond perimeter of base, pavement or curbs. Where limits are shown on plans, those limits shall
govern, if different from above requirements.
C. Contractor may construct subgrade deeper for his own convenience and/or equipment needs with
prior approval of Engineer and no additional cost to owner.
1.3 SUBMITTALS
A. Submit permits from municipalities having jurisdiction to the Owner' representative.
1.4 APPLICABLE PUBLICATIONS:
A. AASHTO -American Association of State Highway & Transportation Officials. T 180 - Moisture-
Density Relations of Soils Using 10-1b. Rammer and 18" Drop.
B. ASTM -American Society for Testing and Materials, Std. Specifications for: D2922 -Density of
Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth).
C. FDOT -Florida Department of Transportation. Std. Spec-Standard Specifications for Road and
Bridge Construction.
1.5 TESTING OF COMPACTION:
A. Owner will select and retain a state licensed testing laboratory, and pay all testing cost. Contractor
shall reimburse Owner for all re-testing cost due to failed tests.
B. Contractor is responsible for notifying the testing laboratory twenty-four hours in advance when
material and/or work is ready for testing. Work of testing laboratory will consist of, but not be
lnnited to, the following:
Project Number: 0509053 02400-1 of 6 Bituminous Concrete Paving
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
Co Laboratory maximum density determination, AASHTO T180 Method D -one representative test
from each 1000 cubic yards of subgrade fill and 2000 cubic yards of limerock base from both site
and borrow pits. Test material from each source separately. If composition from any source
changes, a new test is required.
D, In-place field density tests, ASTM D2922. At least one test per layer for each 2500 square feet or
fraction thereof Make test near top of each layer prior to placing subsequent layer.
E. Test reports shall be transmitted directly from laboratory as follows:
1. One copy to Owner's Representative.
2. Two copies to A/E.
3. Copies as requested to Contractor.
F. Test reports shall be identified by project title, A/E Project No., project location, location and depth
of each on-site test submitted.
] .6 TESTING OF BITUMINOUS CONCRETE MATERIAL
A. Contractor shall retain a reputable independent testing laboratory to ensure that asphaltic concrete
mix meets specifications.
1. Contractor shall supply samples of mix materials to testing laboratory for analysis and testing.
2. No plant operations shall begin until testing laboratory certifies, in writing, that mix proposed
meets specifications and the A/E receives the certification.
B. During delivery and placement of asphaltic concrete, the testing laboratory shall take samples and
test them for compliance with the certified mix.
1. The mix shall be uniform throughout the project.
2. The testing laboratory shall test at least one (1) sample from. each 50 tons of material or
fraction thereof in any one day.
PART 2 PRODUCTS
2.1 MATERIALS
A. Base course shall be limerock meeting FDOT Std. Spec, free from subgrade sand. Owner will
consider alternate base materials meeting the performance of the limerock base material. Also refer
to paragraph 2.3, below.
B. Prime coat shall be Bituminous, RC-70 or RC-250
C. Use two layers of asphalt concrete placed in two layers, 3/4" (bottom) Type S-3, and 3/4" (top) Type
S-3 (parking lot mix) on an 6" base and 6" stabilized subgrade.
D. Subgrade fill shall be material acceptable for fill and backfill as defined in Section 02200,
Earthwork.
2.2 COMPOSITION
A. All materials, compositions, job-mix formulas, plant methods and equipment shall conforn to
FDOT, Std. Spec.
2.3 RECYCLED CRUSHED CONCRETE
A. Contractor must obtain permission from Owner or Architect prior to use of recycled crushed
concrete. Contractor shall submit a schedule for use of this material that provides:
1. The location(s) where the material will be used.
Project Number: 0509053 02400-2 of 6 Bituminous Concrete Paving
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
The intended use within each location.
B. Typical use of recycled crushed concrete is as general backfill to fill depressions produced during
demolition or within low areas.
C. May stockpile recycled crushed concrete may on site for future use.
1. Possible uses for stockpiled material are: backfill below footing over excavation zones, as
general. fill, for pipe bedding or backfill, and within aggregate base course for pavement
construction.
D. Obtain all recycled crushed concrete from a stockpiled source of demolished concrete material.
1. Possible sources for recycled concrete material include materials obtained from demolition of
concrete pavement, sidewalks, foundations, building floor slabs, concrete walls, and similar
structures.
2. Do not mix asphalt and/or concrete with reinforcing steel in the recycled concrete stockpile.
3. Do not mix brick, block, concrete unit masonry and other masonry products in the recycled
concrete stockpile.
4. Recycled materials shall be free of wood, bark, and other construction debris or extraneous
materials.
E. Crush and screen recycled crushed concrete to meet the criteria listed below. The Engineer or
Owner reserve the right to order testing to ensure compliance with the listed standards without
additional cost.
1. L.A. Abrasion Testing for determination of aggregate durability per ASTM C 131 - 35%
maximum at 500 revolutions.
2. Sand Equivalent Testing per ASTM C 2419 - 30 minimum.
3. Sieve analysis for acceptance of aggregate gradation per ASTM D 422 - 100% passing 1-'/2
inch square; 40 to 75% passing 3/4 inch square, 25 to 50% passing '/4 inch square; 5 to.20%
passing a number 40 sieve; and 10% maximum passing a number 200 sieve.
F. Do not use recycled crushed concrete as aggregate in new concrete Work.
PART 3 EXECUTION
3.1 USE OF RECYCLED CRUSHED CONCRETE
A. May use recycled crushed concrete alone or in combination with other materials to construct fill,
embankment, subgrade, pipe bedding or backfill, and road base. Use of this material may occur as
directed by the Contractor (after Owner /Architect permission) and any mixing of recycled material
with other materials shall occur away from the recycled material stockpile.
B. All Work constructed using recycled materials shall meet applicable performance specifications.
No allowance or relaxing of standards will be given for use of recycled materials.
3.2 PREPARATION OF SUBGRADE
C. Work shall consist of bringing subgrade to a surface conforming to the grades, lines and cross
sections to receive limerock base, and compacted to specified density.
1. Remove and replace all soft and yielding material and portions of subgrade that will not
compact, with acceptable material.
2. Plow and infix entire subgrade, both cuts and fills, to a depth at least 6
3. "below bottom of base course.
4. All submerged stumps, roots or other perishable matter encountered in preparation of subgrade
shall be removed to depth of at least 2' below bottom of subgrade.
D. .Contractor shall verify subgrade surface with elevation stakes and make any necessary corrections.
Project Number: 0509053 02400-3 of 6 Bituminous Concrete Paving
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
E. Shape and maintain subgrade free of ruts, depressions and damage from hauling or handling of any
materials or equipment.
3.2 LIMEROCK BASE CONSTRUCTION
A. The plans indicate the limits of paving and landscaping areas. Contractor shall take all necessary
precautions and do all work necessary, by hand or machine, to terminate limerock base material at
juncture of pavement and landscape areas, where no cast-in-place concrete curbs are specified.
B. Transport limerock to where it is to be used, over rock previously placed, and dumped on end of
preceding spread. No hauling over subgrade or dumping on subgrade is permitted. All segregated
• areas of fine or coarse rock shall be removed and replaced with properly graded rock.
C. Spreaders capable of producing an even distribution of rock shall do spreading of limerock base.
Blade graders shall weigh not less than three tons and shall have wheelbase not less than 15' and.
blade length not less than equipment wheelbase. Use smaller equipment only in restricted areas.
D. After completely spreading limestone base, scarify and shape the entire surface to the required
grade and cross section after compaction.
E. Use of edge forms shall be the option of the Contractor. It shall be required that limerock base meet
straight edge and thickness requirements for full dimensions as shown on plans. Tops shall be set
to grade using an engineering level. Forms shall be of sufficient thickness and alignment.
F. Contractor shall demonstrate base thickness to Owner or AB at intervals not exceeding 150'. Make
measurement through holes not less than 3" in diameter.
3.3 LIMEROCK BASE COMPACTION
A. Moisture Content: When materials do not have proper moisture content to ensure required density,
wetting or drying shall be required. When water is added, it shall be uniformly mixed-in by disking
to~fizll depth of course which is being compacted. Wetting or drying operations shall involve
manipulation, as a unit, of entire width and depth of course that is being compacted.
B. Density Requirements: Once the proper moisture condition obtained, compact the material to a
density of not less than 98% of maximum density as determined by AASHTO T 180.
3.4 LIMEROCK BASE SURFACE
A. Cracks and Checks: If cracks or checks appear in base, either before or after priming, which, in the
opinion of the A/E would impair structural efficiency of base, the Contractor shall remove cracks or
checks by re-scarifying, re-shaping, adding base material where necessary, re-compacting, and re-
priming.
B. Glazed Finish: If base has a glazed or cemented surface sufficient to prevent proper penetration of
prime coat, surface shall be hard planed with a blade grader and broomed, immediately prior to
application of prime coat. This hard planing shall be done in such a manner that only removes the
glazed or cemented surface, leaving a granular or porous condition that allows free penetration of
prime material. Material planed from base shall be removed from base area.
C. Testing Surface: The finished surface of base course shall be checked with a 10' straightedge laid
parallel to direction of straight slopes. Irregularities greater than 1/4" shall be con-ected by scarifying
and removing or adding rock as required, after which entire area shall be re-compacted as specified.
In testing surface, measurements will not be taken in small holes caused by individual pieces of
rock having been pulled out by grader.
3.5 APPLICATION OF PRIME COAT
Project Number: 0509053 02400-4 of 6 Bituminous Concrete Paving
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
A. Surface to be primed shall be clean and moisture content of base shall not exceed 90% of optimum
moisture. Temperature of prime material shall be between 100° and 150°F. Actual temperature
shall be that which will ensure uniform distribution. Material shall be applied by means of a
pressure distributor. Amount to be applied will depend on the character of the surface and shall be
sufficient to coat surface thoroughly and uniformly, with no excess.
B. Rate of application shall be not less than 0.10 gallon per square yard.
C. Sprinkling: If required by A/E, base shall be lightly sprinkled with water and rolled with traffic
roller, in advance of application of prime
D. Sanding: If emulsified asphalt is used for prime coat, prime base shall be uniformly covered by an
application of sand bituminous hot mix or screenings, as specified in 2.1.B at approximately rate of
ten pounds per square yard. Entire surface ofsand-bituminous hot mix or screenings cover material
shall be rolled with traffic roller as required to produce reasonable dense mat. If material other than
emulsified asphalt is used for prime coat, prime base shall be covered by light uniform application
of cover material as specified in 2.1.B. If necessary for proper distribution of spread, cover material
shall be lightly dragged with drag broom, after which it shall be rolled with traffic roller, for at least
two passes over entire area.
3.6 APPLICATION OF TACK COAT
A. Where Required: In general, tack coat will not be required on primed bases except in areas that
have become excessively dirty and cannot be cleaned, or in areas where prime has cured to extent
that it has lost bonding effect and between layers of bituminous concrete.
B. Method of Application: Tack coat shall be applied with pressure distributor, except that on a small
area, application maybe by other mechanical devices or by hand methods. Bituminous material
shall be heated to suitable temperature and shall be applied in thin, uniform layer.
C. Rate of Application: Rate of application shall be between 0.02 and 0.08 gallon per square yard.
D. Curing and Time Application: Tack coat shall be applied sufficiently in advance of laying
bituminous mix to permit drying but shall not be applied so far in advance that it might lose its
adhesiveness as a result of being covered with dust or other foreign material.
E. Protection: The tack coat surface shall be kept free from traffic until subsequent layer of
bituminous hot mix has been laid.
3.7 ASPHALTIC CONCRETE CONSTRUCTION
A. Cleaning: Prior to laying of mixture, surface of base shall be cleaned of all loose and deleterious
material by use of power brooms or blowers, supplemented by hand brooming where necessary.
B. Temperature of Spreading: Temperature of mixture at time of spreading shall be between 270° and
350°F.
C. Rain and Surface Conditions: Any mixture caught in transit by sudden rain maybe laid only at
Contractor's risk. Should such mixture prove unsatisfactory, it shall be removed and replaced with
satisfactory mixture at Contractor's expense. In no case shall mixture be laid while rain is falling or
when there is water on surface to be covered.
D. Checking Depth of Layer: Depth shall be checked at frequent intervals, not to exceed 25'. Any
deviation from required thickness in excess of allowable tolerance shall be unmediately corrected.
E. Hand Spreading. In limited areas where use of a spreader is impossible or impractical, mixture may
be spread and finished by hand.
F. Straight Edging and Back Patching: Straight Edging and Back Patching shall be done after initial
compaction has been obtained and while material is still hot.
Project Number: 0509053 02400-5 of 6 Bituminous Concrete Paving
The Village of Tequesta
Project Name: Tea~uesta Park Tennis Court Path
G. Correcting Defects: Before any rolling is started, surface shall be checked, any irregularities
adjusted, all drippings, fat sandy accumulations from screed, and fat spots from any source shall be
removed and replaced with satisfactory material. No skin patching shall be done. When a
depression is to be corrected while mixture is hot, surface shall be well scarified before addition of
fresh mixture.
H. Asphaltic Concrete: Placing, compacting and fmishing shall be in compliance with Type S-3
FDOT, Std. Spec. Thickness noted on drawings refers to in-place compacted material.
3.8 PAVING CLEAN-UP
A. After completion of pavement construction, excess asphalt, sand, rock and other debris shall be
removed from site. Carefully cut and trim pavement and limerock base at junction with planters
and landscape areas. Remove asphalt and limerock from such areas.
3.9 PROTECTION OF NEW PAVEMENT
A. Provide necessary barriers to seal off all wheeled traffic for period of at least two days. Damage to
pavement from whatever cause, prior to fmal acceptance of project shall be repaired to satisfaction
of Owner.
3.10 TRENCHING IN EXISTING ASPHALT PAVEMENT
A. Cutting of pavement in existing paving shall be done bypower-sawing asphalt pavement. Width of
asphalt pavement removed shall be at least 12" on each side of trench excavation.
3.11 COMPACTION REQUIREMENTS
A. Limerock Base Course shall be 98% maximum density at optimum moisture.
B. Subgrade, 6" shall be 95% maximum density at optimum moisture.
END OF SECTION
Project Number: 0509053 02400-6 of 6 Bituminous Concrete Paving
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
SECTION 02810
UNDERGROUND IRRIGATION SYSTEM
PART1 GENERAL
1.1 SCOPE
A. Provide all labor, material, equipment and services required for the installation of irrigation
system as described in the specifications and on the plans.
B. Specifications are intended to include everything required and necessary for proper installation of
the irrigation system whether each item is mentioned or not, and Contractor is expected to
provide for a complete working system.
1. Size the irrigation zones so that the irrigation pumps are able to supply a full irrigation cycle
(flow and volume) for the entire irrigated area within an eight (8) hour period.
C. Execute all work in accordance with all applicable, ordinances, laws, regulations, codes, and
local conditions, changes or additions shall be at no additional cost to Owner.
1.2 BIDDING
A. Bidders submitting a proposal for this contract shall be responsible to inspect site to acquaint
themselves with nature of conditions, which may construction.
B. Bidders shall make themselves aware of all existing and/or proposed utilities in area of work.
1.3 DIMENSIONS
A. All dimensions indicated on the plans are approximate and/or field measured, it is the
Contractor's responsibility to verify all dimensions and reporting any variations from the plan to
the Landscape Architect in writing.
1.4 ORDINANCES, REGULATION, CODES, PERMITS, AND INSPECTIONS
A. All work shall conform to all applicable regulations, ordinances and codes.
B. Contractor shall acquire and pay for all required permits.
C. Contractor shall arrange for and be present during all required inspections.
D. Any additional work or materials required due to inspection by authorities having jurisdiction
shall be at no additional cost to Owner.
1.5 GUARANTEE
A. Contractor shall guarantee the underground irrigation system for one-year from date of final
acceptance by Owner and Architect. This includes all material, workmanship, and performance
of the system.
1.6 TRAINING OF OWNER'S PERSONNEL
A. The Contractor shall commission the irrigation system according to the design watering schedule,
label the controller for the proper valve stations and debrief the owner's representative on the
proper operation and maintenance of the system.
Project Number: 0509053 02810-1 of 7 Underground Irrigation System
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
B. The Contractor shall furnish copies of all parts list, trouble shooting lists, manufactures'
specification or catalog sheets to the Owner and the Landscape Architect as a prerequisite to final
payment.
1.7 SUPERVISION
A. Contractor shall provide a competent superintendent and any necessary assistants on the project
when work is in progress.
B. Contractor shall notify the Owner of any change in the job Superintendent's status on the job
C. Superintendent shall supervise Contractor's employees and is responsible for their actions and
conduct on job site.
1.8 PROTECTION OF WORK AND PROPERTY
A. Contractor shall continuously maintain adequate protection of all his work from damage and
shall protect Owner's properly from injury or loss arising in connection with his work.
B. Contractor shall avoid damage to any existing construction, equipment, piping, pipe coverings,
electrical systems, sewers, sidewalks, landscaping, or any other above ground or underground
installations or structures on Owner's or adjacent property and is responsible for any damage that
occurs as a result of his work as provided and required by law.
1.9 CLEANING PREMISES
A. Contractor shall keep the construction area of the system neat and orderly at all times, providing
continual disposal of rubbish and waste material resulting from installation.
B. Upon completion of the system, Contractor shall remove from property, at his own expense, all
temporary structures, rubbish; and waste materials resulting from installation.
1.10 SUBMITTALS
A. The Contractor shall submit shop drawings and product data to the Landscape Architect and
Owner:
1. Indicating the actual layout of the piping, wiring, remote control valves, etc.
2. All technical data and installation instructions for underground system components.
3. The Owner and Landscape Architect shall approve the shop drawings prior to start of work.
B. The Contractor shall maintain an up to date set of as-built drawings.
1. Showing the location of sprinkler heads, valves, controller, piping, and wiring, as well as,
any other deviations from the original Architect plans.
2. Show all mainline isolation valves, splice boxes, and remote control valve locations with
accurate dimensions to identifiable reference points.
3. Complete set of reproducible as-builts of the installed irrigation system upon completion.
1.11 RELATED DOCUMENTS
A. Section 02950, Trees, Plants, and Groundcovers
PART2 PRODUCTS
2.1 GENERAL
Project Number: 0509053 02810-2 of 7 Underground Irrigation System
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
A. Use all new materials with out flaws or defects of any type in the system, having a minimum one-
year guarantee against material defects or defects in workmanship.
B. Owner shall approve any Contractor substitution of material prior to installation.
1. Contractor shall supply product specifications/data sheets and material samples, and reason.
for proposed substitution.
2.2 PVC PIPE AND FITTINGS
A. Provide continuous marking on all pipes indicating manufacturer, type, class, and size.
B. Plastic pipe for sleeves shall be schedule 40.
C. All mainline and sleeve pipe fittings shall be schedule 80 PVC.
D. Plastic pipe for laterals shall be SDR 26 (minimum) class 200, unplasticized polyvinyl chloride,
1120 or 1220 solvent weld type as manufactured by:
1. CertainTeed Corporation
2. Colonial Plastics Mfg. Co,
3. American Pipe and Plastics, Inc.
E. Lateral fitting, except as noted, shall be minimum of schedule 40.
F. Pipes and fittings shall be manufactured from clean virgin NSF approved Type 1, Grade 1, PVC
conforming to ASTM resin specifications D 1784 and D2241.
G. Make all taps on mains or laterals with tees, if non-tread type, joints shall be socket type,
designed for solvent-cement application.
H. Prior to the connection of any joint with PVC glue, treat the fittings and pipes with a high etch
PVC cleaner. The cleaner and solvent used shall be compatible with the PVC pipe. Make all
solvent weld joints as recormnended by the pipe and fitting manufacturer. Make-up the screw
joints with an acceptable screw joint pipe inirt compound. Upon completion of glue joints, the
irrigation system shall remain out clt for the period of time specified by the glue manufacturer.
2.3 SWING JOINTS AND RISERS
A. All %2" swing joints shall be flexible thick-walled polyethylene pipe, with inside diameter of
approximately 0.490" and outside diameter of approximately 0.700", and withstand a 400 psi
burst test. All fitting shall be barbed and for use with the installed polyethylene pipe.
B. A113/4 and larger swing joints shall be schedule 80 nipples and street elbows of the same size
inlet of the sprinkler head threaded together with Teflon (TFE) tape or liquid Teflon.
C. All swing joints nipples and elbows shall be the same size as the inlet of the irrigation head.
2.4 ELECTRIC WIRING
A. All electrical work shall conform to applicable building and electric codes.
B. All electrical components shall be UL listed.
2.5 CONTROL LINES
A. Electrical control wiring:
1. All control and ground wire shall be irrigation control cable of size as per manufacturer's
requirements, except pulse wire min. 14-ga and common wire min. 12-ga.
2. Wiring for connecting the automatic remote control valves to the automatic controllers shall
be type OF 600 volt copper single conductor wire -with PVC insulation with UL approval
for direct underground burial feeder cable.
Project Number: 0509053 02810-3 of 7 Underground Irrigation System
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
B. Insulation shall be 4/64" thick minimum covering for positive waterproof protection of sizes
AWG 14 to 10, and 5/64" thick for sizes AWG 8 to 00.
C. Pulse circuit wires shall be a different color for each controller.
1. Extra control line wire shall be a different color than all ulse circuit controller wire.
D. All common wire shall be white.
2.6 SPRINKLER HEADS
A. Irrigation heads and nozzles are specified on the Landscape Architect plans.
1. Adjustable Flood Bubblers shall be Toro 514-20, or approved equivalent.
B. The head type and performance of all nozzles shall be similar to those shown on the plans.
C. All sprinkler nozzles shall perform to the manufacturer's specifications concerning diameter of
throw and gallon-age at given pressure.
2.7 GATE VALVES AND VALVE BOXES
A. Gate valves and isolation valves shall be AWWA brass body 125-pound wedge disc gate valves
with non-rising stems as manufactured by Nibco, Matco Products Inc, or Grinnell.
B. Valve Boxes shall be rectangular, size to fit remote control and gate valve, with a green lid as
manufactured by NDS or an approved equivalent.
2.8 LIGHTNING PROTECTION
A. Install lightning protection in accordance with the controller manufacturer's requirements to
protect the automatic controllers.
2.9 PUMP STATION
A. Existing.
PART 3 EXECUTION
3.1 INSTALLATION
A. Install all materials and equipment in a neat and workmanlike manner following the material
manufacturers' recommendations.
B. The Owner and Architect retain the right to order removal or replacement of any items, which, in
their opinion, do not present a reasonably neat and workmanlike appearance.
C. If any material required removal and replacing, Contractor shall be perform and complete
without additional expense to the Owner.
3.2 SLEEVE INSTALLATION
A. All PVC piping and all control lines that cross roadways or pavement more than 5' in width, shall
be sleeved and when possible extend 3' beyond the pavement edge.
B. All sleeves underneath roadways shall be 24" below grade.
C. All sleeves shall have a diameter equal at least 2 times the nominal diameter of the carrier pipe.
3.3 EXCAVATION
Project Number: 0509053 02810-4 of 7 Underground hrrigation System
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
A. The Contractor shall perform all necessary excavation and backfilling to install a complete
system.
B. The minimum depth of cover for all piping and sleeves shall be:
1. Vehicle traffic areas
Pipe Size Depth of Cover in inches
'/2"-2'/2" 18"
3"&4"
24"
6" & larger 30"
2. Non-Vehicle Traffic Areas
Pipe Size Depth of Cover in inches
12"
2%" & 3° 18"
4" & larger 24"
C. Excavate trenches to a sufficient depth and width to provide for a minimum of 6" of separation
between parallel or crossing pipelines.
D. It is the responsibility of the Contractor to determine exact location of existing underground
utilities and to avoid damage to such during construction. In event of damage to existing
utilities, the Contractor shall restore same to their original condition.
3.4 INSTALLATION OF PIPE AND EQUIPMENT
A. Protect PVC pipe from direct sunlight during storage.
B. Keep pipe clean and check for presence of organic ~;
C. Lay the pipe in accordance with lines shown on the draw ngs, and in ap o~dance with the
-nanuiacturer's recommendations.
D. Protect PVC pipe in trench prior to hackfill, form direct sunlight by covering v-ith a layer of
clean sandy material.
E. Pipe shall also be covered with fill material, or otherwise anchored, to prevent floating in event
water enters trench prior to complete backfilling.
F. Architect shall approve substantial deviations from the piping layout and the Contractor shall
record the changes on the as-built plans as work progresses.
G. Installation of system piping shall be in accordance with manufacturer's instructions and shall
proceed from point of connection of supply for system pumping station.
H• All piping and equipment joints shall be watertight.
I. Flush and pressure test the mainlines for a minimum of four hours after the installation of gate
valves and remote control valves.
J• Test the mainlines with remote control valves closed and gate valves open.
K. Thoroughly flush all lateral lines prior to installation of sprinkler heads.
L. Install concrete thrust blocks at any directional change in the main pipelines in accordance with
the manufacturer's instructions and the thrust block detail indicated on the drawing.
M. Piping sizing: The size of all main and lateral piping (indicated in inside diameters) shall be as
indicated on the plan. If the diameter of the pipe is not indicated on the plan, the following
criteria shall be used to determine the pipe size:
1 • Accumulated Theoretical GPM Pipe Size As Shown On The Head Schedule
0-IOGPM
11 - 15 GPM 3/4~~
16 - 26 GPM 1 ~~
Project Number: 0509053
27 - 36 GPM 1'/a"
37 - 56 GPM 1'~
57 - 85 GPM 2~~
2 %"
02810-5 of 7
Underground Irrigation System
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
86 - 125 GPM 3„
126 - 200 GPM 4„
3.5 SPRINKLER HEADS
A. Install all sprinkler heads on swing joints as shown on drawings.
B. Install the sprinkler head so that the top is in accordance with the manufacturer's
recommendation with respect to the finished grade level.
C. Backfill around swing joints and sprinklers shall be clean sand fill materials free of rocks,
significant organics, or other foreign debris.
D. All mist type sprinkler heads shall be located a minimum of 6" away from the edge of any bed
line, building, curb, roadway or sidewalk.
E. Adjust head to prevent spray onto any building, structures, walks, or paved areas.
3.6 ELECTRIC CONTROL LINES
A. Size all electric control wire as recommended by the controller and valve manufacturer, except as
otherwise specified.
1. Install wire in the piping trenches whenever possible and place underneath the piping, and
maintain at least 6" vertical separation between the wire and the bottom of the pipe.
2. Control wire shall be taped together with electrical tape not more than 5' O.C.
3. Control wires shall be snaked into the trench as loosely as possible and with as much slack
as possible to allow fir exparsi~n and contraction of the wire.
4• «'hen necessary to run control wire in a separate trench, encase the wire in a PVC sleeve
a~ld provide a minimum cover of 12".
5 Encase all wire between the bottom of the main or lateral piping and the bottom of the
controller in a PVC sleeve.
B. Provide sufficient slack of the wire at all wire connections, remote control valves, and all wire
splices, so that in case of repair the valve bonnet or splice maybe brought to the surface without
disconnecting the wires.
C. All splicing of wire shall take place in valve boxes, and be of UL listed waterproof wire
connectors as recommended by the wire manufacturer.
D. Each remote control valve or group of remote control valves, connected to one station of the
controller, shall have wire sizes as recommended by the manufacturer, except as noted.
1. Connect all remote control valves, connected to the same controller, to a common ground
wire of a size recommended by the manufacturer.
2. Each individual controller shall have a separate common ground wire system entirely
independent of the common ground wire system of all other controllers.
3. Connect only those remote control valves controlled by one specific controller, to the
controller's common ground wire system.
4. Each control valve shall have an independent control line, which terminates at the
controller.
3.7 ELECTRICAL WORK
A. A licensed electrical contractor having experience in the installation of similar equipment shall
install all electrical work including but not limited rain sensors, automatic controllers, and pump
starter per all applicable codes and regulations.
3.8 REMOTE CONTROL VALVES
Project Number: 0509053 02810-6 of 7
Underground Imgation System
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
A. Install remote control valves as indicated on the drawings and per the manufacturer's
recommendations, with a brass gate valve, equal to the size of the remote control valve, on the
pressure side of all remote control valves.
B. Adjust the flow control stem on all remote control zone valves downward to minimize any over
pressurization before performing any individual nozzle adjustments on the sprinklers.
3.9 VALVE BOXES AND MARKERS
A. Install all valve boxes, any other miscellaneous markers or access boxes as shown on the plans,
so the top of said structure is at finished grade.
B. Install all groups of valve boxes so that the tops of all boxes are level with each other, and the
sides of all boxes are parallel to each other.
3.10 TESTING, BALANCING AND ADJUSTMENTS:
A. The Contractor shall test the irrigation system per the following:
1. Test the irrigation system mainlines for proper operation upon completion of the mainline
installation, (allow sufficient time for solvent weld joints to cure).
2. Flush all air from the irrigation mainlines then test with 100-psi hydrostatic pressure for a
minimum of 4 hours.
3. After the pressure is stabilized in the mainlines, no more than 10-psi drop in pressure is
allowed over the four-hour period.
4. Reop ess un emove and replace any part of the system, not complying with the test, and repeat
P t: system works properly. In any case repair any visible leakage regardless of the
rP~.. results.
5. The Contractor is not required to pressure test any portions of the mainline not installed
under this Contract, but is responsible for providing any necessary isolation valves required
to separate the existing mainlines for the new mainlines
6. Test the entire irrigation system upon completion, and after sufficient time passes for
solvent weld joints to cure for proper operation.
7. Flush all air from the irrigation system, and check all components for proper operation.
B. The Contractor shall balance and adjust the various components of the sprinkler system so the
overall operation of the system is effective.
1. Balancing and adjustment shall include:
a. Synchronization of the controllers
b. Adjustments to the rain sensors
c. Adjustments to pressure relief valve, sprinkler heads, individual nozzles, automatic
control valve, and remote control valves
d. Individual station adjustments on the controllers, and all other components of the
system.
2. The Contractor shall adjust all sprinkler nozzles so that there is minimal overthrow of water
onto sidewalks and roadways, and no overthrow onto buildings or automobile parking areas.
END OF SECTION
Project Number: 0509053 02810-7 of 7 Underground Irrigation System
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
SECTION 02938
GRASS SODDING
PARTI GENERAL
1.1 SECTION INCLUDES:
A. Preparation and Placing of subsoil.
B. Fertilizing.
C. Sod installation.
D. Maintenance.
1.2 SCOPE
A. The work consists of performing all grass sodding and related work as indicated on drawings
and described in this section.
B. Unless otherwise indicated, the Contractor is responsible for the repair of any existing lawn
areas disturbed during the construction process
C. The Contractor is responsible for the irrigation of all lawn areas on the project, including those
not covered by an irrigation system.
1.3 REFERENCES AND RELATED DOCUMENTS
A. ASPA (American Sod Producers Association) -Guideline Specifications to Sodding.
B. FS O-F-241 -Fertilizers, Mixed, Commercial.
C. The provisions of the General Conditions, Supplementary Conditions, and the Sections included
under, Division 1, General Requirements, are included as part of this section.
1.4 DEFINITIONS
A. Weeds: Include Crab Grass, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedges,
Bindweed, Goose Grass, Crowfoot Grass, Torpedo Grass, Spurges, Spreading Dayflower,
Guinea Grass, Bull Paspalum, Sandbur, Love Grass, Finger Grass, Paricum Grasses, Foxtail,
Smut Grass, Amaranth, Chickweeds, Ragwood, Spanish Needles, Thistle, Horseweed,
Dogfennel, Cudweed, Hawksbeard, Dollarweed, Pepperweed, Beggarweeds, Sida, Oxalis,
Pusley, Penneywort, Matchweed, and Punctureweed.
1.5 SUBMITTALS
A. Provide submittals as stated below.
B. Provide submittals for the following products for the Landscape Architects approval of prior to
start of work on the sodding.
1. Fertilizer
2. Herbicides
3. Fire ant certification from the sod supplier
4. Specialty grading and grassing contractor information as noted in Section 1.3 above.
C. Operation Data: Submit for continuing Owner maintenance.
D. Maintenance Data: Include maintenance instnzctions, cutting method and maximum grass
height, types, application frequency, and recommended coverage of fertilizer.
Project Number: 0509053 2950-1 of 6 Grass Sodding
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
1.6 QUALITY ASSURANCE
A. Sod: Minimum age of 18 months, with root development that will support its own weight
without tearing, when suspended vertically by holding the upper two corners.
B. Submit sod certification for grass species and location of sod source.
C. Sod Producer: Company specializing in sod production and harvesting with minimum five years
experience, and certified by the State of Florida.
D. Installer: Company approved by the sod producer.
1.7 REGULATORY REQUIREMENTS
A. Comply with regulatory agencies for fertilizer and herbicide composition.
B. Provide certificate of compliance from authority having jurisdiction indicating approval of
fertilizer and herbicide mixture.
C. Contractor shall follow all regulations, ordinance, and code governing the work, including but
not limited to permitting and inspections.
1.8 DELIVERY, STORAGE, AND PROTECTION
A. Deliver sod on pallets. Protect exposed roots from dehydration.
B. All sod delivered to the site, shall be laid within 8 hours.
1.9 PROJECT CONDITIONS
A. Contractor shall inspect the site and plans to become aware of the project conditions and
requirements before submitting a bid.
B. Sequence installation to ensure orderly and expeditious utility connections.
C. Coordinate with installation of underground sprinkler system pipe and watering heads.
1.10 CONTRACTOR SUPERVISION
A. The Contractor shall provide a competent superintendent and any necessary assistants on the
project when work is in progress.
B. Do not change the superintendent during the project without the consent of the Landscape
Architect unless the superintendent leaves the Contractor's employment.
C. The superintendent shall represent the Contractor and in the Contractor's absence all directions
given to him by the Landscape Architect shall be binding as if given to the Contractor.
D. The Contractor's superintendent shall supervise the Contractor's employees on the job site and
be responsible for their actions and conduct on the job site.
1.11 PROTECTION OF WORK AND PROPERTY
A. The Contractor shall continuously maintain adequate protection of all his work from damage
and shall protect the Owner's property from injury or loss arising in connection with his work.
B. The Contractor is responsible for contacting the necessary entities to determine the locations of
all underground utilities on the site.
C. The Contractor shall take care to avoid damage to any existing buildings, equipment, piping,
pipe coverings, electrical systems, sewers, sidewalks, landscaping, grounds, aboveground or
underground installations or structures of any kind, and shall be responsible for any damage that
occurs as a result of his work.
Project Number: 0509053 2950-2 of 6 Grass Sodding
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
D. Contractor shall adequately protect his work and all adjacent property as provided and required
by law.
E. Utilities noted on the plans are anticipated locations only. The utilities shown may not include
all underground utilities on the site, and the locations indicated may not be as installed.
PART 2 PRODUCTS
2.1 GRASS SOD
A. Sod shall be the recognized Argentine Bahia.
B. Argentine Bahia sod shall have well matted with roots; shall have firm tough texture having a
compact top growth and heavy root development. Bahia sod shall be sand based. Sod shall
contain no significant amounts (more than 2% of canopy) of Bermuda grass, weeds or any other
objectionable vegetation. The soil embedded in the sod shall be free from fungus, vermin and
other diseases and shall have been mowed at least three times with an approved lawn mower
with final mowing not more than 7 days before the sod is cut. The sod shall be taken up in
commercial size rectangles measuring 16" x 24". The soil base of the sod shall be of a uniform
thickness.
C. Sod shall be sufficiently thick to insure a dense stand of live grass. Sod shall be live, fresh, and
uninjured at the time of planting. Plant sod within 48 hours after harvesting.
D. Use only sod certified free of fire ants. Before delivering any sod to the project, the Contractor
shall furnish to the Owner and the Landscape Architect written certification from the supplier
that the sod is free of fire ants.
2.2 COMMERCIAL FERTILIZERS
A. Commercial fertilizer shall comply with the State Fertilizer Laws. Numerical designation for
fertilizer indicates the minimum percentage respectively of (1) total nitrogen, (2) available
phosphoric acid, and (3) water soluble potash contained in the fertilizer.
B. Fertilizer for Bahia grass shall be 8-8-8-with appropriate minor nutrients applied at the rate of
16 pounds per 1000 square feet.
2.3 WATER
A. Contractor shall supply and apply all water.
2.4 ROLLER
A. Contractor shall use a roller(s) appropriately sized to achieve the required lawn surface grade.
2.5 FERTILIZER SPREADER
A. Contractor shall use a device for spreading the fertilizer capable of uniformly distributing the
material at required rates.
2.6 HERBICIDES
A. The Contractor shall select, provide, and apply all herbicides as needed.
2.7 TOPSOIL
Project Number: 0509053 2950-3 of 6 Grass Sodding
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
A. Topsoil for Bahia Lawns: Topsoil shall be comprised of 50% sand and 50% organic muck by
volume. Topsoil shall be as provided by Atlas Peat and Soil, Inc. -Mix 5050, or other
equivalent manufactured soil mixture accepted in writing by the Landscape Architect. To
propose a substitute, the Contractor shall provide verification from an approved agricultural
testing laboratory that the substitute meets the required 50/50 ratio,
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that prepared soil base is ready to receive the work of this section.
3.2 GENERAL: The order of work for sod installation shall be as follows:
A. Bahia Grass Lawns:
1. Removal of debris and existing vegetation not noted to remain.
2. Roto-tilling of all compacted areas.
3. Subgrading.
4. Removal of additional debris as required.
5. Fine grading.
6. Placement of sod.
7. Clean up.
8. Watering.
9. Maintenance (including watering of all areas regardless of whether or not a sprinkler
system has been installed).
10. Application of fertilizer 30 days after installation of sod.
11. Rolling of sod as soon as practical.
3.3 ROTO-TILLING:
A. Roto-till all lawn areas that have become compacted during the construction process as required
to assure adequate percolation of water through the soil.
3.4 SUBGRADE:
A. Prepare subgrade for all areas receiving sod, as required to produce the finish grades indicated
on the grading plans and specifications.
B. Remove all existing shell rock or other road base that encroaches more than 12" into any lawn
area, and fill any voids cause by road base removal with clean, well draining, and properly
compacted planting soil
3.5 INSTALLATION OF TOPSOIL, AND SOIL AMENDMENTS
A. Install a minimum 2" thick layer of topsoil in all areas receiving Bahia sod. Roto-till all topsoil
into the existing soil until the top 4" of soil is a homogeneous mixture.
3.6 REMOVAL OF DEBRIS
A. Clean areas receiving grass of all stones larger than'/4 inch in diameter, sticks, stumps, paper,
glass and other debris. Kill by herbicide and remove all weeds or existing grasses from areas to
receive sod.
Project Number: 0509053 2950-4 of 6 Grass Sodding
The Village of Tequesta
Project Naine: Tequesta Park Tennis Court Path
3.7 FINE GRADING
A. After removal of debris, perform fine grading as required to bring all areas to receive grass to a
smooth, even, and finished grade. Fine grade other areas receiving grass by raking to eliminate
wind rows, ridges, depressions and other irregularities. The Contractor shall fine grade areas
receiving sod as necessary to achieve a finished grade (top of the sod) as specified in this
section.
B. All sodded areas bordered by sidewalks, asphalt pavement, or curbs shall have a finished grade
(top of the sod's soil) that is flush (or less than'/z" below) with the grade of the adjacent
sidewalk, asphalt pavement, or curb.
C. All sodded areas bordered by planting areas shall have a finished grade (top of the sod's soil)
that is 1'/z" above the soil level in the adjacent planting bed.
3.8 PLACING OF SOD
A. The setting of pieces shall be staggered in such a manner as to avoid continuous seams. Sod
shall be moist and placed on a moist earth bed. Carefully place sod by hand, edge to edge in
rows at right angles to the slope, starting at the base of the area and working upward. On Bahia
lawns, install only full size (16" x 24") pieces of sod (except for cutting-in purposes). There
shall be no voids between sod pieces, no overlapping of the edges of sod pieces, and the
finished grade of all sodded areas smooth and even. Use clean sand to fill any developing voids
or unevenness in the sod surface. Unless otherwise indicated by the grading plans, the
Contractor shall ensure that the finished grade of sod does not vary more than 2" from a 10' long
straight edge.
B. Carefully place sod located on slopes so that rolling with a power roller is not necessary.
,Contractor may stake sod located around retention areas, along pavement areas or in swales.
The Contractor is responsible for the repair of any erosion or relocation prior to the sod firmly
rooting into the existing soil. Stakes, if used, shall not interfere with walking on, or the mowing
of, the sodded areas.
C. The Contractor shall ensure that the finished grade of sod placed directly adjacent to buildings
or other walls does not vary more than 2" from a 10' long straight edge.
3.9 CLEAN UP
A. Remove all debris, fertilizer bags, pallets etc. from the site upon completion of the work.
Thoroughly sweep any paved areas including curbs and sidewalks.
3.10 WATERING
A. Watering of the sodded areas is the Contractor's responsibility.
B. Water sources shall be available and in operation prior to sodding for watering sodded areas.
C. A permanent irrigation system is not available under this contract. The Contractor shall provide
temporary irrigation facilities for watering as required to establish and maintain turf areas in a
healthy and green condition. The Contractor shall provide water for areas of this work not
covered by an irrigation system.
3.11 APPLICATION OF FERTILIZER
A. Apply fertilizer as previously specified. The rate of application for Bahia grass shall be
approximately 16 pounds per 1000 sq. ft. Uniformly apply the fertilizer over the area receiving
Project Number: 0509053 2950-5 of 6 Grass Sodding
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
grass by using an approved distribution device calibrated to distribute the appropriate quantity,
Do not fertilize when the wind velocity exceeds 15 miles per hour.
B. Fertilize Bahia sod 30 days after installation, and request an inspection to verify the application
of the fertilizer.
3.12 Rolling and Topdressing of the Sod:
A. Within one month of the laying the sod pieces, firmly press the sod into contact with the sod
bed by rolling with a suitably sized mechanical roller or other approved equipment. The rolling
operation shall provide a smooth and even surface conforming to the grades shown on the
grading plan, and insure knitting of sod without displacement of sod or deformation of the
surfaces.
B. All developed unevenness or depressions in the lawn surfaces shall be top dressed as required to
achieve a smooth and even finish. Top dressing shall not be applied more than 1" thick. In the
case that the lawn surface requires more than 1" of correction, remove, re-grade, and re-sod the
uneven areas.
3.13 GUARANTEE AND REPLACEMENT
A. Contractor shall guarantee all sod work up until the end of the maintenance period. Contractor
shall replace any defective or distressed grass materials at no additional cost to the Owner.
During the guarantee period, it shall be the Contractor's responsibility to immediately replace
any dead material.
3.14 COMPLETION AND ACCEPTANCE
A. Completion of work shall mean full compliance and conformity with the provisions expressed
or implied in drawings and in the specifications. Upon satisfactory completion of the work, the
Architect will perform an inspection of the work to determine if the sodding work is ready for
acceptance.
3.15 MAINTENANCE PROVISIONS - BAHIA GRASS
A. The Contractor shall be responsible for complete maintenance of all St. Augustine and Bahia
lawn areas until "Substantial Completion" of the project or final acceptance of the landscape
and irrigation work by the Owner and the Landscape Architect, whichever is later. Maintenance
shall include, but not be limited to:
1. Mowing all lawn areas no less than every other week, and the removal of all visible
amounts of grass clippings from the lawn areas. Do not allow the lawn to exceed 8" in
height for Bahia grass.
2. Edging of all walks, roadways, and planting beds no less than every other week.
3. Eradication of all harmful insects (including ants).
4. Control of all lawn and soil diseases.
5. Watering and fertilizing as specified, and as required to maintain all lawn areas in a good
condition for plant growth. Grass is required to be in a healthy and green condition at the
time of final acceptance.
6. Eradication of all weeds in the lawns as necessary for the grass to conform to the
specification in paragraph 2.1.
END OF SECTION
Project Number: 0509053 2950-6 of 6 Grass Sodding
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
SECTION 02950
TREES
PARTl GENERAL
1.1 SECTION INCLUDES:
A. Preparation of subsoil and topsoil.
B. Topsoil bedding.
C. New trees.
D. Mulch and fertilizer.
E. Maintenance.
F. Tree Pruning.
1.2 SCOPE
A. The work shall consist of all labor, supplies, equipment and materials necessary to complete the
planting of all trees and palms in the locations shown on the drawings, and all other work
associated with and incidental to the landscape planting work as shown on the drawings and
specified under this section.
B. All plant materials and references in this section are not necessarily required on this project;
only that indicated or required by drawings and specifications, apply.
C. All plant material shall be of the specific size and quality as indicated on the drawings. Install,
maintain and water in strict accordance with good horticultural practices.
D. The Contractor is responsible for the complete removal of all existing plant material necessary
to implement the construction plans.
E. Unless otherwise noted, the Contractor is responsible for the replacement of any existing lawn
or other landscape area, damaged during the construction process to original or better
condition.
F. The Contractor is responsible for the contract growing of all plant materials indicated on the
plans that the Contractor cannot guarantee to be available at the time of the project installation.
G. The Contractor is responsible for the complete removal of all non-native vegetation from the
site.
H. Contractor submitting a proposal for this contract is responsible to inspect the site to acquaint
themselves with the site conditions, including but not limited to existing and proposed utilities
in area of work.
1.3 REFERENCES
A. ANSI 260.1 -Nursery Stock.
B. NAA (National Arborist Association) -Pruning Standards for Shade Trees.
C. State of Florida Standards -Nursery Stock.
1.4 DEFINITIONS
A. Weeds: Include Crab Grass, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedges,
Bindweed, Goose Grass, Crowfoot Grass, Torpedo Grass, Spurges, Spreading Dayflower,
Guinea Grass, Bull Paspaluin, Sandbur, Love Grass, Finger Grass, Paricuin Grasses, Foxtail,
Smut Grass, Amaranth, Chickweeds, Ragwood, Spanish Needles, Thistle, Horseweed,
Project Number: 0509053 2950-1 of 9 Trees
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
Dogfennel, Cudweed, Hawksbeard, Dollarweed, Pepperweed, Beggarweeds, Sida, Oxalis,
Pusley, Penneywort, Matchweed, and Punctureweed.
B. Plants: Living trees, plants, and ground cover specified in this Section, and described in ANSI
260.1.
1.5 SUBMITTALS
A. Fertilizer
B. Planting soil. Requests for substitutions from the specified product shall be accompanied by
documentation from a qualified agricultural testing laboratory that indicates that the proposed
planting soil meets the requirements of the specifications.
C. Water storing polymer
D. Cypress mulch
E. Staking and guying materials.
1.6 QUALITY ASSURANCE
A. Nursery Qualifications: Company specializing in growing and cultivating the plants with three
years documented experience.
B. Installer Qualifications: Company specializing in installing and planting the plants with five
years documented experience.
C. Tree Pruner Qualifications: Company specializing in pruning trees with proof of Arborist
Certification.
D. Tree Pruning: NAA -Pruning Standards for Shade Trees.
E. Maintenance Services: Performed by installer.
1.7 CONTRACTOR SUPERVISION
A. The Contractor shall provide a competent superintendent and any necessary assistants on the
project when work is in progress.
B. Do not change the superintendent during the project without the consent of the Architect unless
the superintendent leaves the Contractor's employment.
C. The superintendent shall represent the Contractor and in the Contractor's absence all directions
given to him by the Architect shall be binding as if given to the Contractor.
D. The Contractor's superintendent shall supervise the Contractor's employees on the job site and
be responsible for their actions and conduct on the job site.
1.8 PROTECTION OF WORK AND PROPERTY
A. The Contractor shall continuously maintain adequate protection of all his work from damage
and shall protect the Owner's property from injury or loss arising in connection with his work.
B. The Contractor is responsible for contacting the necessary entities to determine the locations of
all underground utilities on the site.
C. The Contractor shall take care to avoid damage to any existing buildings, equipment, piping,
pipe coverings, electrical systems, sewers, sidewalks, landscaping, grounds, aboveground or
underground installations or structures of any kind, and shall be responsible for any damage
that occurs as a result of his work.
D. Contractor shall adequately protect his work and all adjacent property as provided and required
by law.
Project Number: 0509053 2950-2 of 9
Trees
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
E. Utilities noted on the plans are anticipated locations only. The utilities shown may not include
all underground utilities on the site, and the locations indicated may not be as installed.
1.9 REGULATORY REQUIREMENTS
A. Comply with regulatory agencies for fertilizer and herbicide composition.
B. Plant Materials: Certified by State Department of Agriculture.
1.10 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect and handle products to site under provisions of Section 01600.
B. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of
manufacturer.
C. Protect and maintain plant life until planted.
D. Deliver plant life materials immediately prior to placement. Keep plants moist.
1.11 ENVIRONMENTAL REQUIlZEMENTS
A. Do not install plant life when ambient temperatures may drop below 35° F.
B. Do not install plants when wind velocity exceeds 30 mph.
1.12 COORDINATION
A. Coordinate work under provisions of Section 01039.
B. Install plant life after and coordinate with installation of underground irrigation system piping
and watering heads.
1.13 WARRANTY
A. Provide one-year warranty under provisions of Section 01700.
B. Warranty: Include coverage for one continuous growing season; replace dead or unhealthy
plants.
C. Replacements: Plants of same size and species as specified, planted in the next growing
season, with a new warranty commencing on date of replacement.
1.14 REQUIRED INSPECTIONS
A. During the planting process, the Contractor shall request the following inspections. Work shall
pass required inspections prior to beginning subsequent phases of the planting process.
B. An inspection shall be requested to review:
1. The quality grade of the trees, root system, and any damage to trunks or limbs caused
during the installation process. Damage to trees will downgrade the materials in
accordance with "Grades and Standards -Revised".
2. The finished grade of the tree installation.
3. Remove binding, bagging, and burlap materials on top of the tree ball in accordance with
these specifications.
C. Contractor shall request inspection and receive approval prior to any sodding or mulching work
occurs. All of the above items will be reviewed at a single inspection.
D. Installation of the pre and post emergence herbicides shall be verified prior to beginning the
mulching operation.
Project Number: 0509053 2950-3 of 9 Trees
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
PART 2 PRODUCTS
2.1 NOMENCLATURE
A. All plant material shall conform to the names given in Hortus Third, published by the
Macmillian Publishing Co., Inc., copyright 1976. Names of varieties not included therein shall
conform to names accepted in the trade.
2.2 GRADE STANDARDS:
A. All plant material shall be nursery grown, except where specified as collected material, and
shall comply with all required inspections, grading standards and plant regulations as set forth
by the latest editions of the Florida Department of Agriculture's "Grades and Standards for
Nursery Plants, 2nd Edition: February 1998.
B. All plant material shall have a growth habit that is normal for that species and shall be sound,
healthy, vigorous and free from insects, plant diseases and injuries.
C. Unless otherwise specified, all plant material shall be Florida No. 1 or better until the
expiration of the required maintenance period.
D. Plant material showing signs of die-back or leaf-drop after planting will not be accepted.
E. Plant material shall not have chlorosis in any foliage.
2.3 INSPECTION AND TRANSPORTING
A. Movement of nursery stock shall comply with all Federal and State regulations.
2.4 CYPRESS MULCH
A. All cypress mulch shall be made entirely from the wood and bark of the Cypress tree. It shall
not contain more than 10% (by volume) bark. Shreds and chips shall not be larger the 3/4"
diameter and 1'/2" in length. Mulch shall be free of weeds, seeds, and any other organic or
inorganic material other than melaleuca wood and bark.
2.5 PLANTING SOIL
A. All plant material, unless otherwise specified shall be planted with planting soil consisting of
approximately 50% sand and 50% muck by volume.
B. Planting soil shall be as manufactured by Atlas Peat and Soil, Inc. -Mix 5050 or other
equivalent manufactured soil mixture.
C. If a substitute is proposed, the Contractor shall provide sufficient analytical information from a
qualified testing laboratory so that the 50/50 ratio of muck to sand can be ascertained.
D. Awater-storing polymer shall be uniformly mixed within the planting soil at the rates
recormnended by the polymer manufacturer.
2.6 PLANT REQUIl2EMENTS
A. Balled and Burlapped Plants: The root ball shall be properly protected and kept moist until
planted. Whenever possible, the plant shall be handled only by the earth ball and not by the
plant itself. The diameter of the ball must be sufficient to encompass all of the fibrous and
feeding root system necessary for the development of the plant.
Project Number: 0509053 2950-4 of 9 Trees
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
B. Container-Grown Plants: Plants that have become "pot bound" will not be acceptable. A
container cutter shall be used unless the root ball system slips easily and unbroken from the
container. Plants shall not be removed from the can. until immediately before planting.
Containerized trees with circling roots shall not be accepted.
C. Collected Plants: Plant material that has not been taken from active nursery operations shall be
dug with a root ball spread at least 1/3 greater than nursery grown plants and shall not be
planted before inspection and acceptance at the site.
D. Palms: All palm species except Sabal palmetto shall have roots adequately wrapped before
transporting. All Sabal palms shall be slicks. Sabal palms shall have a hurricane cut. Sabal
palms shall be installed on site at the earliest opportunity in the construction process. Palm
trees showing signs of dieback or dead fronds will not be accepted. Sabal palms will not be
accepted with burn marks. Any damaged palm tree will be rejected. All Sabal palms shall be
from Palm Beach County or other sandy soils. All Sabal palms shall be Florida Fancy. The
balls of all Sabal palms shall be sufficiently large to support the head of the palm. The
Contractor shall treat all palms as required to prevent infestation by the palmetto weevil.
2.7 FERTILIZER
A. All fertilizer shall be a 20-20-20 mix such as Peter's Professional or approved equivalent.
B. Fertilizer shall be delivered in unopened bags, each carrying the name of the manufacturer and
the chemical makeup of the contents, conforming to all applicable governmental regulations,
and in dry condition.
2.8 WATER STORING POLYMER
A. The polymer shall be a super absorbent sodium based polymer with chemically identical partial
sizes of .5 mm to 2.8 mm. The polymer shall be non-toxic. The polymer shall be incorporated
into all planting soil at the rate recommended by the polymer manufacturer.
2.9 WATER
A. All water is to be supplied and applied by the Contractor. All watering shall be by water truck
until such time as the irrigation system is in operation.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that prepared subsoil and planters are ready to receive work.
B. Verify that required underground utilities are available, in proper location, and ready for use.
3.2 EXISTING VEGETATION REMOVAL
A. The Contractor shall remove all existing vegetation necessary to implement the project
construction plans.
3.3 REMOVAL OF ALL NON-NATIVE VEGETATION
A. The Contractor shall remove all non-native vegetation from the project site. Non-native
vegetation shall include, but not be limited to:
Project Number: 0509053 2950-5 of 9 Trees
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
Melaleuca
2. Australian pine
3. Brazilian Pepper
4. Schefflera
5. Acacia
6. Downy rose myrtle
7. Love vine
8. Carrotwood
3.4 GRADING OF PLANTING AREAS
A. Unless otherwise specified, all planting areas bordered by pavement, sidewalk or curb shall
have a finished grade (not including mulch) 3" below the grade established by the adjacent
pavement, sidewalk or curb.
3.5 EXCAVATION OF PLANT HOLES
A. Tree Holes: Tree holes shall be roughly cylindrical in shape with the sides approximately
vertical. All holes shall be deep enough to allow fora 6" layer of planting soil under the ball.
Center the plants in the holes. Holes to accommodate tree ball sizes must be 2 times the
diameter of the root ball.
B. Removal of Subsoil: Dispose of excess subsoil removed from planting excavations.
C. The Contractor shall be responsible for the complete removal of all shell rock or other road
bases that encroach more than 12" into the planting areas. Remove or roto-till all compacted
soils as required to provide for good soil percolation. Fill all voids resulting from such
excavations with clean, well draining planting soil.
D. Locate plant holes to maintain a clear line of site, after planting, between 3' and 7' above
finished grade. Locate plant holes so the separation between the hole centerline and the nearest
building or structure is at least equal to the mature height of the plant.
3.6 SETTING OF PLANTS
A. Plants shall rest on the prepared hole bottom and final grade around the plant shall be at or a
max. of 1" above the surrounding grade. Plants shall be set straight and plumb. Cover the
balls of B&B or WB&B plants that cannot be planted immediately with moist soil, mulch or
other protection to prevent drying. Water all plants as necessary before and after planting.
B. The Contractor will be responsible for providing hand watering to properly establish all trees
and palms, and to maintain them in a healthy condition until the water provided by the
irrigation system is sufficient for that purpose.
C. Cut and remove all metal, wire, rope, nylon, twine or other materials (excluding burlap) from
the tops of all root balls. Do not place mulch before an approved inspection verifying the
removal of unwanted materials from the top of the root balls, and the installation of the trees at
the proper grade.
3.7 BACKFILLING
A. Use all backfill in planting comprised of the specified planting soil combined with the water-
storing polymer. Firmly tamp and settle the backfill by watering to within 1/3 of the top of the
planting hole and thoroughly puddle with water to eliminate all air pockets before bringing
backfill up to the finished grade. There shall be a 6" high water basin, no smaller or larger than
Project Number: 0509053 2950-6 of 9 Trees
The Village of Tequesta
Project Narne: Tequesta Park Tennis Court Path
the plant hole (2x the dia. of the root ball), constructed around each plant for watering
purposes. The soil used to make the dike shall consist of planting soil.
3.8 FERTILIZING: Fertilize all plant materials at the following rates:
A. Trees: Four (4) ounces of the specified fertilizer per tree.
B. Do not apply fertilizer until plants have been installed and watered for a minimum of three
days.
C. Do not apply fertilizer within 4" of the trunk of any plant material.
D. Water all plant materials immediately following fertilization.
Eo All fertilizer shall be applied prior to beginning the mulching operation.
3.9 STAKING AND GUYING
A. The Contractor shall stake all trees and palms. The Contractor is responsible for the
replacement or adjustment of all trees, palms or shrubs that fall or lean during the guarantee
period, regardless of the reason for the plant material's displacement. The Contractor is
responsible for any damage caused by the falling or leaning of trees. Perform all tree staking in
a neat and workmanlike manner.
B. Securely anchor trees as per the tree installation detail on the drawings. Stakes shall be spaced
evenly around the trunk of the trees. May use recoirunendations in Grades and Standards for
Nursery Plants, current edition. Do not use wire guys to stabilize any plants, trees or shrubs,
under any conditions. Use polyethylene rope, natural rope, or custom manufactured non-
metallic guying and strapping materials.
C. Stake Palms as specified in Grades and Standards for Nursery Plants current edition. Do not
use spikes or nails in any Grade of Palm.
3.10 PRUNING
A. All broken or damaged roots shall be cut off smoothly. The tops of all new or relocated trees
shall be pruned in a manner complying with standard horticultural practices. All pruning will
be accomplished as directed by the Owner or Landscape Architect. The Contractor shall be
responsible for the initial pruning of all tree and shrubs as directed by the Owner or Landscape
Architect. A certified Arborist shall oversee all pruning of limbs in excess of 2" in diameter.
3.11 MULCHING
A. Within one week after plant installation, apply cypress mulch material in a minimum 3" thick
layer over all tree plantings, unless otherwise specified. All mulch layers shall be of the
specified thickness at the time of the final acceptance of the work.
B. Place a layer of cypress mulch at least 3" in depth in a circle around all trees located in lawn
areas. The diameter of the circle shall be a min. 2x the diameter of the root ball of the plant
provided. Pull the mulch away so that it is not in direct contact with the trunk of the tree
3.12 DISPOSAL OF SURPLUS MATERIALS AND SITE CLEANUP
A. Surplus excavated materials from plant holes shall be properly disposed of off the site. All
debris and other objectionable material created through planting operations and landscape
construction shall be removed completely from the site.
Project Number: 0509053 2950-7 of 9 Trees
The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
B. A11 preservation areas shall be cleared of trash and debris. The Contractor shall be responsible
for the removal of trash and debris that was existing at the start of construction, as well as
materials that have been deposited during the construction process.
C. All rocks and other debris shall be removed from all planting and lawn areas.
3.13 CONDITIONS OF PLANTING
A. Plant material shall be maintained by watering, removing dead branches, resetting plants to
proper grade or upright position and any other operation necessary to assure good maintenance
and compliance with the drawings and specifications. The Contractor shall keep all guy wires
tight and all tree staking properly adjusted. All plants shall remain healthy, vigorous and
undamaged throughout the establishment period.
3.14 ESTABLISHMENT PERIOD
A. The Contractor will be responsible for the proper maintenance, survival and condition of all
plantings from the time of installation until the final acceptance of the landscape and irrigation
work by the Owner and the Landscape Architect. Final acceptance will not be granted prior to
"substantial completion" of the entire project. Necessary replacement of plants during the
guarantee period shall be the responsibility of the Contractor. All plantings shall be alive and
in good growing condition at the time of final acceptance. The rating of each plant according
to Florida Grades and Standards shall be equal to or better than that called for on the drawings
and specified in this section at the time of final acceptance.
3.15 COMPLETION AND ACCEPTANCE
A. Completion of the work shall mean full compliance and conformity with the provisions
expressed or implied in the drawings and in the specifications, and acceptance of the work by
the Owner and the Architect. Upon satisfactory completion of the work, the Architect will
perform an inspection of the work to determine if the planting work is ready for acceptance.
3.16 GUARANTEE AND REPLACEMENT
A. All plant material shall be guaranteed for a minimum of one year after "Substantial
Completion" of prof ect or final acceptance of the landscape and irrigation work by the Owner
and the Architect, whichever is later. The guaranteeing of plant material shall be construed to
mean complete replacement with plant material of the same species, size, quality and grade as
that of the original material. The Contractor at his expense shall replace plant material not in
healthy growing condition, or with questionable survival ability at the end of the guarantee
period. During the guarantee period it shall be the Contractor's responsibility to immediately
replace any dead material.
3.17 MAINTENANCE PROVISIONS
A. The Contractor is responsible for complete maintenance of all landscaping until "Substantial
Completion" of the project or final acceptance of the landscape and irrigation work by the
Owner and the Landscape Architect, whichever is later. Maintenance .shall include, but not be
limited to:
1. Watering of all plant materials as required to provide good conditions for plant health and
growth.
Project Number: 0509053 2950-8 of 9 Trees
'The Village of Tequesta
Project Name: Tequesta Park Tennis Court Path
2. .Immediate eradication of all harmful plant insects (including ants) and diseases.
3. Removal of all weeds from the planting beds within one week after their appearance.
4. Pruning of all shrubs and trees as directed by the Owner or his designated representative.
5. Fertilizing of all plant materials as required to provide good conditions for plant health and
growth.
6. Removal of all weeds from clay and warning track areas.
END OF SECTION
Project Number: 0509053 2950-9 of 9 Trees
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