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Okaloosa County BOCC — December 18, 2012 — Request for Bids — reading text
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water source, labor,
required time, notifications, and they physical condition(s) of the planting
units, which signal the need for maintenance irrigation. The contractor
shall notify the engineer at least 72 hours prior to the application of initial
or maintenance irrigation. The contractor shall apply irrigation to the
planting areas utilizing a non-destructive, non-scouring methodology. The
contractor will be responsible for all aspects of the irrigation, including but
not limited to, compliance with all environment permits, local beach
access regulations, and any damages arising from initial or maintenance
irrigation. The cost of the initial and/or maintenance irrigation shall be
included within the installed planting unit bid price.
C. Irrigation Water
The contractor will be responsible for obtaining and applying all irrigation
water required. All water shall be fresh and free from injurious amount of
oil, acid, alkali salts or other materials harmful to the growth of the plants.
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The contractor shall comply with all applicable permits and ordinances.
No temporary or pipe irrigation systems will be allowed. The contractor will
be responsible for coordinating with local agencies if the use of local
hydrants is proposed.
D. Maintenance Fertilization – The contractor, if approved by the engineer,
may undertake maintenance fertilizer during the warranty period at their
discretion. The contractor shall notify the engineer at least 72 hours prior
to the application of maintenance fertilizer. The contractor shall not apply
maintenance fertilization within 60 days of end of the 180-day warranty
period. The contractor shall include the cost of any maintenance
fertilization in the unit cost schedule that accompanies the contractor’s
bid documents. The contractor shall undertake maintenance fertilization,
if employed, in a manner that complies with all environmental permits
applicable to the project site.
E. Vehicle Access – In developing irrigation plans, the contractor is advised
that vehicle access to the beach and in the dune area is restricted
and/or prohibited as outlined in Section 2.2.C and Section 7.6.
3.6 SUCCESS CRITERIA & REPLANTING
A. Planting Unit Success Criteria
The Engineer will assess the success of the planting effort approximately
180 days after completion of the planting unit installation (for the entire
project) using three criteria: whole-site survival rate, planting unit survival
pattern, and planting unit roof penetration. The Engineer will consider the
planting effort a success and acceptable if all three of the described
criteria (Criteria 1 – 3 below) are met at the 80% level. The Engineer will
assess these criteria across the approximately 1,500 to 2,000-feet
acceptance sections documented in the construction drawings for the
purpose of warranty and payment.
B. Whole-Site Survival Rate (Criteria 1)
A minimum survival rate of 80% of all planting units installed over the site as
a whole shall be achieved. The Engineer will consider plants as surviving if
they show clearly vigorous rhizome and white, turgid roots, even in the
absence of vital above ground growth.
C. Planting Unit Survival Patter (Criteria 2)
A minimum of 80% of the planting width perpendicular to the shoreline
shall be occupied by surviving planting units at all locations. This survival
criterion is needed to minimize the risk of dune over wash during storm
events. The Engineer may waive this success criterion in areas where
plant survival has been adversely impacted by unexpected pedestrian
traffic, erosion, overwash or inundation.
D. Planting Unit Roof Penetration (Criteria 3)
A minimum of 24 out of 30 (80%) randomly selected plants within each
acceptance section shall have achieved root penetration of nine inches
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or greater, as measured from the top of the root ball down. The
contractor or engineer, immediately following plant installation, shall tag
the 30 randomly selected plants used to determine this measure of
success. The Engineer may waive this success criterion if lesser root
penetration is otherwise determined to be acceptable or if the lesser
penetration was caused by factors outside the control of the contractor
(e.g., excessive nature rainfall).
E. Replanting of Units
If any of the above success criteria are not met, as determined by the
Engineer, the contractor shall replant the unsuccessful planting units with
viable within-specification planting units of the same type originally
installed. The contractor will assume sole responsibility for the replanting of
planting units and will complete the replanting at no cost to the Owner.
All warranty and survival provisions and requirements will apply to
replanted planting units. The contractor will be responsible for properly
disposing of all rejected planting units.
F. Initial Planting Unit Survival
The Engineer will reject and not consider eligible for payment all planting
units that do not survive for a minimum of 10 days after installation. Within
5 days of notification by the Engineer that an area of initial planting units
did not survive for 10 days, the contractor shall install new, within-
specification planting units in areas identified by the Engineer. The
contractor shall assume sole responsibility for installing the new
replacement planting units at no cost to the Owner. The Engineer will
consider the replacement planting units eligible for payment as “original”
planting units only after they have survived a minimum of 10 days after
installation. The contractor will be responsible for properly disposing of all
rejected planting units.
PART 4 – SAND FENCE AND POST & ROPE INSTALLATION
4.1 MATERIALS
A. The construction drawings specify acceptable sand fencing, post and
rope materials.
4.2 INSTALLATION
A. The contractor shall install sand fence along with seaward toe of the dune
(seaward planting area limit), atop the flat back bern as shown in the
drawings. Prior to installation, the contractor shall demonstrate the
installation technique to be applied for installing the sand fencing,
maintaining proper spacing and attached the rope. The contractor, at
the discretion of the Engineer, may be allowed to vary sand fence length
and/or spacing requirements in transition areas (e.g., areas adjacent to
dune walkovers, accesses, etc.). Following sand fencing installation, the
contractor shall attach a single strand of rope to the seaward sand
fencing post as shown in the drawings to create a uniform barrier for the
dune area. The rope connection shall be threaded through a hole drilled
3 inches from the top of the post and looped around the post. The rope
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shall be stapled or nailed on the landward side to inhibit tampering. The
contractor shall allow for uniform sag of approximately 12 inches in the
rope between sand fence sections. Where the sand fence terminates at
an existing dune walkover, the rope shall be tied and secured to the
walkover at an area and elevation to keep the rope elevation and length
uniform. The rope shall be stapled or nailed to inhibit tampering or
disconnection. Where the sand fence terminates at an existing pathway
or beach access, the contractor shall install a post and rope system from
the seaward toe of the dune to the landward toe of the dune. The
contractor shall install the posts and rope in accordance with the
drawings. The posts for the post and rope pathways shall be minimum 3-
inch diameter wood posts, no less than 7 feet in length, comprised of
treated southern yellow pine, spruce or other wood of equal life and
strength as may be approved by the Engineer. The contractor shall
maintain a minimum access width of 6 feet at all major pathways unless
otherwise shown in the drawings or directed by the Engineer. The
engineer reserves the right to modify or field-determine the number and
location of beach accesses over the dune. The Engineer will attempt to
address the preferences of property owners with respect to access
location and size through field adjustments.
4.3 WARRANTY
A. The contractor shall warrant the installed sand fence, posts and rope
against deterioration and decay for 12 months following final
acceptance. The contractor will not be responsible for warranting
materials damaged during extreme storm events.
PART 5 – SIGNAGE
5.1 SIGNAGE
A. Materials – The signage shall be constructed of 80-gage aluminum or
better, shall have minimum dimensions of 12 inches & x 12 inches, and
shall have white reflective coating and black lettering capable of
withstanding the harsh beach environment. The signs shall read “Please
Keep Off – Dune
