STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION
GENERIC PERMIT
FOR THE
DISCHARGE OF PRODUCED GROUND WATER
FROM ANY NON-CONTAMINATED SITE ACTIVITY
Document number 62-621.300(2)
Effective Date: February 14, 2000
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Generic Permit for the Discharge of Produced Ground Water
from any Non-Contaminated Site Activity
(1) The facility is authorized to discharge produced
ground water from any non-contaminated site activity which
discharges by a point source to surface waters of the State,
as defined in Chapter 62-620, F.A.C., only if the reported
values for the parameters listed in Table 1 do not exceed
any of the listed screening values. Before discharge of
produced ground water can occur from such sites, analytical
tests on samples of the proposed untreated discharge water
shall be performed to determine if contamination exists.
(2) Minimum reporting requirements for all produced
ground water dischargers. The effluent shall be sampled
before the commencement of discharge, again within thirty
(30) days after commencement of discharge, and then once
every six (6) months for the life of the project to maintain
continued coverage under this generic permit. Samples taken
in compliance with the provisions of this permit shall be
taken prior to actual discharge or mixing with the receiving
waters. The effluent shall be sampled for the parameters
listed in Table 1.
Table 1
Parameter
Total Organic Carbon (TOC)
pH, standard units
Total Recoverable Mercury
Total Recoverable Cadmium
Total Recoverable Copper
Total Recoverable Lead
Total Recoverable Zinc
Total Recoverable Chromium (Hex.)
Benzene
Naphthalene
Screening Values for
Discharges into:
Fresh
Coastal
Waters
Waters
10.0 mg/l
10.0 mg/l
6.0-8.5
6.5-8.5
0.025 μg/l
0.012 μg/l
9.3 μg/l
9.3 μg/l
2.9 μg/l
2.9 μg/l
0.03 mg/l
5.6 μg/l
86.0 μg/l
86.0 μg/l
50.0 μg/l
11.0 μg/l
1.0 μg/l
1.0 μg/l
100.0 μg/l
100.0 μg/l
(3) If any of the analytical test results exceed the
screening values listed in Table 1, except TOC, the
discharge is not authorized by this permit.
(a) For initial TOC values that exceed the screening
values listed in Table 1, which may be caused by naturallyoccurring, high molecular weight organic compounds, the
permittee may request to be exempted from the TOC
requirement. To request this exemption, the permittee shall
submit additional information with a Notice of Intent (NOI),
1
Document number 62-621.300(2)
Effective Date: February 14, 2000
described below, which describes the method used to
determine that these compounds are naturally occurring. The
Department shall grant the exemption if the permittee
affirmatively demonstrates that the TOC values are caused by
naturally-occurring, high molecular weight organic
compounds.
(b) The NOI shall be submitted to the appropriate
Department district office thirty (30) days prior to
discharge, and contain the following information:
1. the name and address of the person that the permit
coverage will be issued to;
2. the name and address of the facility, including
county location;
3. any applicable individual wastewater permit
number(s);
4. a map showing the facility and discharge location
(including latitude and longitude);
5. the name of the receiving water; and
6. the additional information required by paragraph
(3)(a) of this permit.
(c) Discharge shall not commence until notification of
coverage is received from the Department.
(4) For fresh waters and coastal waters, the pH of the
effluent shall not be lowered to less than 6.0 units for
fresh waters, or less than 6.5 units for coastal waters, or
raised above 8.5 units, unless the permittee submits natural
background data confirming a natural background pH outside
of this range. If natural background of the receiving water
is determined to be less than 6.0 units for fresh waters, or
less than 6.5 units in coastal waters, the pH shall not vary
below natural background or vary more than one (1) unit
above natural background for fresh and coastal waters. If
natural background of the receiving water is determined to
be higher than 8.5 units, the pH shall not vary above
natural background or vary more than one (1) unit below
natural background of fresh and coastal waters. The
permittee shall include the natural background pH of the
receiving waters with the results of the analyses required
under paragraph (2) of this permit. For purposes of this
section only, fresh waters are those having a chloride
concentration of less than 1500 mg/l, and coastal waters are
those having a chloride concentration equal to or greater
than 1500 mg/l.
(5) In accordance with Rule 62-302.500(1)(a-c),
F.A.C., the discharge shall at all times be free from
floating solids, visible foam, turbidity, or visible oil in
such amounts as to form nuisances on surface waters.
2
Document number 62-621.300(2)
Effective Date: February 14, 2000
(6) If contamination exists, as indicated by the
results of the analytical tests required by paragraph (2),
the discharge cannot be covered by this generic permit. The
facility shall apply for an individual wastewater permit at
least ninety (90) days prior to the date discharge to
surface waters of the State is expected, or, if applicable,
the facility may seek coverage under any other applicable
Department generic permit. No discharge is permissible
without an effective permit.
(7) If the analytical tests required by paragraph (2)
reveal that no contamination exists from any source, the
facility can begin discharge immediately and is covered by
this permit without having to submit an NOI request for
coverage to the Department. A short summary of the proposed
activity and copy of the analytical tests shall be sent to
the applicable Department district office within one (1)
week after discharge begins. These analytical tests shall
be kept on site during discharge and made available to the
Department if requested. Additionally, no Discharge
Monitoring Report forms are required to be submitted to the
Department.
(8) All of the general conditions listed in Rule 62621.250, F.A.C., are applicable to this generic permit.
(9) There are no annual fees associated with the use
of this generic permit.
3
Document number 62-621.300(2)
Effective Date: February 14, 2000
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Site Contamination Permitting
Section B
Petroleum Contaminated Site Activity
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SECTION 17
PROJECT SPECIAL
PROVISIONS
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SECTION 17
________________________________________________________________________
PROJECT SPECIAL PROVISIONS
Changes made to any of the contract documents for: West Dearborn Veteran Memorial,
Bid #122181CS are shown in this section, and take precedence over all contract
documents.
1.
Upon issuance of the Notice to Proceed, the
Pre-Construction Activities:
Contractor is authorized to perform the following items of work:
•
Submit shop drawings;
•
Submit Stormwater Pollution Prevention Plan (SWPPP) [TP 104];
•
Coordinate with Utilities to identify any potential conflicts;
•
Submit construction schedule;
•
Submit subcontractors list, including company name and contact person and
title, address and phone numbers and the specific elements of work that they
will perform;
•
Submit testing lab;
•
Submit supplier list, including company name, address and phone number
and specific materials supplied;
•
Submit emergency contact list, including names, titles and phone numbers;
•
Submit projected cash flow;
•
Submit Maintenance of Traffic (MOT) plan;
•
Submit labor and equipment rate schedule;
•
Submit dewatering plan and SWFWMD approval;
•
Identify and submit staging areas to SWFWMD and Sarasota County Resource
Protection Services for approval;
•
Submit Right-of-Way Use Permit to Sarasota County Planning and
Development Services;
•
Construction stakeout and survey;
•
Submit photos and/or video of all areas affected by the proposed
construction;
•
Submit project sign template.
2.
Pre-Construction Conference Submittals: At the pre-construction conference,
the Contractor is required to submit the following items:
a. Shop drawings;
b. Stormwater Pollution Prevention Plan (SWPPP);
c. Construction schedule;
d.
Certification of Sublet Work (FDOT Form 700-010-36) – Contractor must have
approved sublets of all Subcontractors prior to any Subcontractor performing
work, updated throughout the project as necessary;
e.
Supplier list – including company name, address and phone number
and specific materials supplied;
f. Testing lab(s) list;
g.
Contractor’s emergency contact list – including names, titles and phone
numbers;
h. Traffic control plan;
i. Labor and equipment rates;
j. Photos and/or video of all areas affected by the proposed construction;
k. Project sign template
l. Anticipated DBE Participation Statement (FDOT Form 275-030-12);
m. EEO Officer Identification Form (FDOT Form 275-021-13);
n. Contractor’s Affidavit Vehicle Registration (FDOT Form 700-010-52).
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-1
SECTION 17
________________________________________________________________________
3.
Before Workers are Present on the Project: Before workers are present on the
job site, the Contractor is required to:
a.
Obtain and submit an approved EEO/AA Policy and Plan (FDOT Form 275-02104 on Company Letterhead) – a signed copy is to be maintained at
Contractor’s office;
b.
Hold supervisory and office personnel EEO meetings (FDOT Form 275-021-05)
– an initial meeting is to be held prior to the 1st day of work with subsequent
meetings at 6 month intervals; new appointees within 30 days. Form must
be maintained at Contractor’s office;
c.
Hold project personnel EEO meetings (FDOT Form 275-021-06) – an initial
meeting is to be held within 30 days of first day of work with subsequent
meetings at 6 month intervals;
d.
Erect a job site bulletin board containing appropriate literature
e.
Obtain an approved Certification of Sublet Work (FDOT Form 700-010-36) –
Contractor must have approved sublets of all Subcontractors prior to any
Subcontractor performing work, updated throughout the project as
necessary;
f.
Notice of Rental Agreements (FDOT Form 700-010-11) – Contractor must
have approval for all rented equipment on project, form submitted during the
project as needed.
4.
Working Hours:
• Regular working hours are defined as up to ten (10) hours per day, Monday
through Friday, beginning no earlier than 7:00 A.M. and ending no later than
7:00 P.M., excluding Saturdays, Sundays, and Holidays.
• Whenever the Contractor is performing any part of the Work, with the exception
of equipment maintenance and cleanup, inspection of the work will be required.
• Requests for approval by the County to work other than regular working hours
must be submitted to the County at least 48 hours prior to any proposed
weekend work or scheduled extended workweek hours.
• Periodic unscheduled work hours on weekdays will be permitted provided that
two hours notice is provided to the County. Maintenance and cleanup may be
performed during hours other than regular working hours.
5.
At the Beginning of the Project: At the beginning of the project, the Contractor
is required to submit the following items:
a. EEO Contractor Compliance Analysis;
b. Company Wide EEO Report (FDOT Form 275-021-07).
SARASOTA COUNTY SUPPLEMENT to FDOT SPECIFICATIONS: Amend the Sarasota
County Supplement to FDOT Specifications as follows:
SS102 - MAINTENANCE OF TRAFFIC:
Method of Measurement: Add the following paragraph:
Traffic Control Plan: Payment under this Supplement to FDOT Specification shall be for
the Lump Sum item furnished to the County Engineer’s Representative’s satisfaction.
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-2
SECTION 17
________________________________________________________________________
Add the following Payment Items:
Pay Item
102-2-3
Description
Traffic Control Plan
Unit
LS
SS104 – PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER
POLLUTION:
Add: All BMP’s shall be paid for under bid item 104-30S Prevention, Control, & Abatement
of Erosion & Water Pollution.
SS110 - CLEARING & GRUBBING:
Add after the first sentence of the paragraph Exotic / Nuisance Species Eradication the
following new sentence:
All exotic and nuisance plants within the work areas shall also be removed as part of the
Standard Clearing and Grubbing work.
SS120 - EXCAVATION & EMBANKMENT:
Add the following Payment Item:
Pay Item
120-1M
__
Description
Excavation & Embankment
Unit
LS
SS550 – FENCING:
Add the following Payment Items:
Pay Item
550-10-1S
550-10-2S
Description
2.5’ High Wrought Iron Fence
Per Architectural Specifications
4’ High Wrought Iron Fence
Per Architectural Specifications
Unit
LF
LF
SS580 – LANDSCAPE INSTALLATION:
Add the following Payment Items:
Pay Item
Description
TREES
580-T-2
Bursera Simaruba, 2” CAL , 10’x5’
580-T-6
Persea Borbonia, 2” CAL, 10’x5’
580-T-8
Quercus Virginiana, 2” CAL, 10’x4’
580-T-9
Quercus Virginiana “Cathedral”, 2” CAL, 10’x4’
580-AT-3
580-AT-4
580-AT-6
12/20/2012
ACCENT TREES
Coccoloba Uvifera, Multi-Trunk, Full to Ground,
1.5” CAL, 8’x4'
Conocarpus Erectus Sericeus, 1.5” CAL, 8’x4’
Ilex Cassine, 1.5” CAL, 8’x4’
PROJECT SPECIAL PROVISIONS
Unit
EA
EA
EA
EA
EA
EA
EA
PAGE PSP-3
SECTION 17
________________________________________________________________________
580-AT-7
580-PT-1
580-PT-6
Juniperus Silicicola, 1.5” CAL, 8’x4’
PALM TREES
Phoenix Dactyifera, 8’ C.T. MATCHING
SPECIMENS
Sabal Palmetto, Smooth Trunk,
12’-24’ H.T. STAGGERED
EA
EA
EA
580-S-1
580-S-2
580-S-4
580-S-7
580-S-8
580-S-10
580-S-12
SHRUBS
Ardisia Escallonioides
Callicarpa Americana
Chrysobalanus Icaco
Ilex Vomitoria
Lycium Carolinianum
Sesuvium Portulacastrum, 24”x24”
Zamia Maritima
EA
EA
EA
EA
EA
EA
EA
580-G-3
GRASSES
Zamia Pumila
EA
580-SA-2
580-SA-3
580-SA-4
580-SA-7
SHRUB AREAS
Hamelia Patens “Compacta”
Ilex Vomitoria “Stokes Dwarf”
Muhlenbergia Capillaris
Spartina Alteaniflora
EA
EA
EA
EA
580-GC-1
580-GC-2
580-GC-4
580-GC-8
580-GC-9
580-GC-13
GROUND COVERS
Arachis Glabrata, "Ecoturf"
Aristida Stricta Beyrichiana
Borrichia Arborescens
Gulfcoast Wildflower Mix #1
Helianthus Deblis
Zoysia Japonica “Empire”
EA
EA
EA
SF
EA
SF
580-R-1
GREEN ROOF
Green Roof Mix
EA
580-M-1
580-M-2
580-M-3
580-M-4
580-M-5
580-M-6
MISCELLANEOUS
Tree Staking
Palm Staking
Soil
Mulch
Fertilizer
#89 Rock
EA
EA
CY
CY
LS
CY
580-M-11
580-M-12
SITE PREP
Tree/Palm Removal
Tree Protection
EA
EA
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-4
SECTION 17
________________________________________________________________________
580-I-1
580-I-2
580-I-3
580-I-4
580-I-5
580-I-6
580-I-7
580-I-8
580-I-9
580-I-10
12/20/2012
IRRIGATION
Manufacturer/Model/Description
PLEASE NOTE: ALL BRANDS SHOWN BELOW
ARE TO BE BID “OR EQUAL”
HUNTER MP1000 PROS-06-CV Turf Rotator, 6" (15.24cm)
pop-up with check valve, pressure regulated to 40 psi
(2.76 bar), MP Rotator nozzle on PRS40 body. M=Maroon
adj arc 90 to 210, L=Light Blue 210-270 arc, O=Olive 360
arc. 210-270 arc 40 psi. 14' rad.
HUNTER MP1000 PROS-06-CV Turf Rotator, 6" (15.24cm)
pop-up with check valve, pressure regulated to 40 psi
(2.76 bar), MP Rotator nozzle on PRS40 body. M=Maroon
adj arc 90 to 210, L=Light Blue 210-270 arc, O=Olive 360
arc. 45-210 arc 40 psi. 14' rad.
HUNTER MP1000 PROS-06-CV Turf Rotator, 6" (15.24cm)
pop-up with check valve, pressure regulated to 40 psi
(2.76 bar), MP Rotator nozzle on PRS40 body. M=Maroon
adj arc 90 to 210, L=Light Blue 210-270 arc, O=Olive 360
arc. 360 arc 40 psi. 0.75 gpm. 14' rad.
HUNTER MP2000 PROS-06-CV Turf Rotator, 6" (15.24cm)
pop-up with check valve, pressure regulated to 40 psi
(2.76 bar), MP Rotator nozzle on PRS40 body. K=Black
adj arc 90 to 210, G=Green adj arc 210-270, R=Red 360
arc. 210-270 arc. 40 psi. 19' rad.
HUNTER MP2000 PROS-06-CV Turf Rotator, 6" (15.24cm)
pop-up with check valve, pressure regulated to 40 psi
(2.76 bar), MP Rotator nozzle on PRS40 body. K=Black
adj arc 90 to 210, G=Green adj arc 210-270, R=Red 360
arc. 45-210 arc. 40 psi. 19' rad.
HUNTER MP3000 PROS-06-CV Turf Rotator, 6" (15.24cm)
pop-up with check valve, pressure regulated to 40 psi
(2.76 bar), MP Rotator nozzle on PRS40 body. B=Blue
adj arc 90 to 210, Y=Yellow adj arc 210-270, A=Gray 360
arc. 45-210 arc. 40 psi. 30' rad.
HUNTER MP Corner PROS-06-CV Turf Rotator, 6"
(15.24cm) pop-up with check valve, pressure regulated to
40 psi (2.76 bar), MP Rotator nozzle on PRS40 body.
T=Turquoise adj arc 45 to 105 adj, arc, 40 psi. 13' rad.
HUNTER MP1000 PROS-12-CV Shrub Rotator, 12"
(30.48cm) pop-up with check valve, pressure regulated to
40 psi (2.76 bar), MP Rotator nozzle. M=Maroon adj arc
90 to 210, L=Light Blue 210-270 arc, O=Olive 360 arc on
PRS40 body. 210-270 arc. 40 psi. 14' rad.
HUNTER MP1000 PROS-12-CV Shrub Rotator, 12"
(30.48cm) pop-up with check valve, pressure regulated to
40 psi (2.76 bar), MP Rotator nozzle. M=Maroon adj arc
90 to 210, L=Light Blue 210-270 arc, O=Olive 360 arc on
PRS40 body. 45-210 arc. 40 psi. 14' rad.
HUNTER MP1000 PROS-12-CV Shrub Rotator, 12"
(30.48cm) pop-up with check valve, pressure regulated to
40 psi (2.76 bar), MP Rotator nozzle. M=Maroon adj arc
90 to 210, L=Light Blue 210-270 arc, O=Olive 360 arc on
PROJECT SPECIAL PROVISIONS
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
PAGE PSP-5
SECTION 17
________________________________________________________________________
PRS40 body. 360 arc. 40 psi. 0.75 gpm. 14' rad.
580-I-11
580-I-12
580-I-13
580-I-14
580-I-15
580-I-16
580-I-17
580-I-18
580-I-19
580-I-20
12/20/2012
HUNTER MP2000 PROS-12-CV Shrub Rotator, 12"
(30.48cm) pop-up with check valve, pressure regulated to
40 psi (2.76 bar), MP Rotator nozzle. K=Black adj arc 90
to 210, G=Green adj arc 210-270, R=Red 360 arc on
PRS40 body. 210-270 arc. 40 psi. 19' rad.
HUNTER MP2000 PROS-12-CV Shrub Rotator, 12"
(30.48cm) pop-up with check valve, pressure regulated to
40 psi (2.76 bar), MP Rotator nozzle. K=Black adj arc 90
to 210, G=Green adj arc 210-270, R=Red 360 arc on
PRS40 body. 45-210 arc. 40 psi. 19' rad.
HUNTER MP2000 PROS-12-CV Shrub Rotator, 12"
(30.48cm) pop-up with check valve, pressure regulated to
40 psi (2.76 bar), MP Rotator nozzle. K=Black adj arc 90
to 210, G=Green adj arc 210-270, R=Red 360 arc on
PRS40 body. 360 arc. 40 psi. 1.47 gpm. 19' rad.
HUNTER MP3000 PROS-12-CV Shrub Rotator, 12" (30.48
cm) pop-up with check valve, pressure regulated to 40 psi
(2.76 bar), MP Rotator nozzle. B=Blue adj arc 90 to 210,
Y=Yellow adj arc 210-270, A=Gray 360 arc. On PRS40
body. 45-210 arc. 40 psi. 30' rad.
HUNTER MP3000 PROS-12-CV Shrub Rotator, 12" (30.48
cm) pop-up with check valve, pressure regulated to 40 psi
(2.76 bar), MP Rotator nozzle. B=Blue adj arc 90 to 210,
Y=Yellow adj arc 210-270, A=Gray 360 arc. On PRS40
body. 210-270 arc. 40 psi. 30' rad.
HUNTER MP Corner PROS-12-CV Shrub Rotator, 12"
(30.48 cm) pop-up with check valve, pressure regulated
to 40 psi (2.76 bar), MP Rotator nozzle. T=Turquoise adj
arc 45 to 105 on PRS40 body. adj, arc, 40 psi. 13' rad.
HUNTER MP Strip PROS-12-CV Shrub Rotator, 12" (30.48
cm) pop-up with factory installed check valve, pressure
regulated to 40 psi (2.76 bar), MP Rotator nozzle.
LST=Ivory left strip, SST=Brown side strip, RST=Copper
right strip, on PRS40 body. LCS arc. 40 psi. 0.22 gpm.
5'x15' pattern.
HUNTER MP Strip PROS-12-CV Shrub Rotator, 12" (30.48
cm) pop-up with factory installed check valve, pressure
regulated to 40 psi (2.76 bar), MP Rotator nozzle.
LST=Ivory left strip, SST=Brown side strip, RST=Copper
right strip, on PRS40 body. RCS arc. 40 psi. 0.22 gpm.
5'x15' pattern.
HUNTER MP Strip PROS-12-CV Shrub Rotator, 12" (30.48
cm) pop-up with factory installed check valve, pressure
regulated to 40 psi (2.76 bar), MP Rotator nozzle.
LST=Ivory left strip, SST=Brown side strip, RST=Copper
right strip, on PRS40 body. SST arc. 40 psi. 0.44 gpm.
5'x30' pattern.
HUNTER PCB Flood Bubbler, 1/2" FIPT, 360 Arc. 30 psi. 1
gpm. 1' rad.
PROJECT SPECIAL PROVISIONS
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
PAGE PSP-6
SECTION 17
________________________________________________________________________
580-I-21
580-I-22
580-I-23
580-I-24
580-I-25
580-I-26
580-I-27
580-I-28
580-I-29
580-I-30
580-I-31
580-I-32
580-I-33
580-I-34
580-I-35
12/20/2012
HUNTER PGV-151 Angle 1-1/2 1=1/2" Plastic Electric
Remote Control Valve, for Residential/Light Commercial
Use. Female NPT Inlet/Outlet, with Flow Control. Angle
Configuration.
Nibco T-29 200 psi CWP Bronze Gate Valve, wheel handle,
size range 1/2 -2"
ICD-200 2-station decoder with surge suppression and
ground wire
ICD-100 single station decoder with surge suppression
and ground wire
Irrigation Lateral Line: PVC Class 160 SDR 26 3/4" PVC
Class 315 for 1/2" pipe, PVC Class 200 for 3/4"pipe, PVC
Class 160 SDR 26 for 1" and above. Only lateral
transition pipes 1" and above are indicated on the plan
with all others being 3/4" in size.
Irrigation Lateral Line: PVC Class 160 SDR 26 1" PVC
Class 315 for 1/2" pipe, PVC Class 200 for 3/4"pipe, PVC
Class 160 SDR 26 for 1" and above. Only lateral
transition pipes 1" and above are indicated on the plan
with all others being 3/4" in size.
Irrigation Lateral Line: PVC Class 160 SDR 26 1 1/4" PVC
Class 315 for 1/2" pipe, PVC Class 200 for 3/4"pipe, PVC
Class 160 SDR 26 for 1" and above. Only lateral
transition pipes 1" and above are indicated on the plan
with all others being 3/4" in size.
Irrigation Main Line: PVC Class 200 SDR 21 PVC Class
200 irrigation pipe.
Pipe Sleeve: PVC schedule 40 typical pipe sleeve for
irrigation pipe. Pipe sleeve size shall allow for irrigation
piping and their related couplings to easily slide through
sleeving material. Extend sleeves 18" beyond edges of
paving and construction.
GREEN ROOF IRRIGATION
Toro RGP-218 (18) Landscape Dripline with Rootguard
Protection and 0.53 gph emitters at 18" o.c. Dripline
lateral rows spaced at 18" apart with emitters offset for
triangular pattern
Hunter PGV-101A 1" - 1" Plastic Electric Remote Control
Valve for Residential/Light Commercial Use. Female NPT
Inlet/Outlet. Angle Configuration with Flow Control.
Netafim TLCV050M1-B Inline Check Valve with 1/2" Male
Pipe Thread. Flow rate: 0.9 gpm to 4.4 gpm.
Cistern Pump Station Complete with Cover and All
Components including electrical
Irrigation Lateral Line: PVC Class 200 for 3/4"pipe, PVC
Class 160 SDR 26 for 1" and above. Only lateral
transition pipes 1" and above are indicated on the plan
with all others being 3/4" in size.
1" Irrigation Mainline: PVC Class 200 SDR 21 PVC Class
200 irrigation pipe
PROJECT SPECIAL PROVISIONS
EA
EA
EA
EA
LF
LF
LF
LF
LF
SF
EA
EA
LS
LF
LF
PAGE PSP-7
SECTION 17
________________________________________________________________________
580-I-36
2" Pipe Sleeve: PVC schedule 40 typical pipe sleeve for
irrigation pipe. Pipe sleeve size shall allow for irrigation
piping and their related couplings to easily slide through
sleeving material. Extend sleeves 18" beyond edges of
paving and construction.
LF
FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION:
Amend the FDOT Specifications as follows:
Section 400 – CONCRETE STRUCTURES:
Add the following Payment Item:
Pay Item
400-1-2A
400-12M
Description
24”X38” ERCP, ENDWALL
12”x12” Precast Piles
Unit
EA
LF
Section 425 – INLETS, MANHOLES & JUNCTION BOXES:
Add:
INLET FILTER BAG SPECIFICATION
Description of Work:
The work covered shall consist of supplying, installing, and maintaining/cleaning of the
Inlet Filter assembly. The purpose of the Inlet Filter system is to collect silt and sediment
from surface storm water runoff at drainage locations shown on the plans or as directed by
the Engineer. Filters shall be capable of removing small particles, hydrocarbons, and other
contaminants from stormwater runoff into new or existing inlet filters as indicated on the
plans.
Material:
The Inlet Filter system is comprised of a corrosion resistant steel frame and a replaceable
geotextile sediment bag attached to the frame with a stainless steel locking band. The
sediment bag hangs suspended from the rigid frame at a distance below the grate that shall
allow full water flow into the drainage structure if the bag is completely filled with sediment.
The Inlet Filter frame shall include lifting handles in addition to the standard overflow
feature. The inlet filter assembly shall be designed to allow manual removal of the
assembly without machine assistance. The frame suspension system shall be adjustable in
½” increments up to 5” per side on rectangular designs should the casting or drainage
structure have imperfections.
Standard Sediment Bag: The standard Woven Polypropylene Sediment Bags have a typical
flow rate of 200 gpm per sqft. Litter / Leaf Bags are offered to collect larger debris at very
high flow rates.
The filter bag shall be composed of Woven Polypropylene sediment bag lined with an
absorbent filter fabric, which is made from recycled polyester fibers.
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-8
SECTION 17
________________________________________________________________________
The Inlet Filter frame shall include lifting handles in addition to the standard overflow
feature. The inlet filter assembly shall be designed to allow manual removal of the
assembly without machine assistance. The frame suspension system shall be adjustable in
½” increments up to 5” per side on rectangular designs should the casting or drainage
structure have imperfections.
Standard Sediment Bag: The standard Woven Polypropylene Sediment Bags have a typical
flow rate of 200 gpm per sqft. Litter / Leaf Bags are offered to collect larger debris at very
high flow rates.
The filter bag shall be composed of Woven Polypropylene sediment bag lined with an
absorbent filter fabric, which is made from recycled polyester fibers.
Sediment Bag Material Specifications (taken from manufacturers average roll
value):
Material Property
Flow Rate (gpm/sqft)
AOS (sieve)
Puncture Strength (lbs)
Liner (bag)
125
130
72
Tested Filtration Efficiency and Removal Rates: TSS and TPH testing shall be
performed under large scale, real world conditions at an accredited third party erosion and
sediment control testing laboratory.
Standard Test Results: All testing shall be performed in general accordance with the ASTM
D 7351, Standard Test Method For Determination of Sediment Retention Device
Effectiveness in Sheet Flow Application, with flow diverted into an area inlet. Test Soil used
as sediment shall have the following characteristics with a nominal 7% sediment to water
concentration mix. This shall be representative of a heavy sediment load running off of a
construction site.
Soil Characteristics
% Gravel
% Sand
% Silt
% Clay
Liquid Limit, %
Plasticity Index, %
Soil Classification
Soil Classification
Test Method
ASTM D 422
ASTM D 4318
USDA
USCS
Value
2
60
24
14
34
9
Sandy Loam
Silty Sand (SM)
Test Results: TSS shall be measured on effluent samples in accordance with SM 2540D and
TPH in accordance with EPA 1664A.
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-9
SECTION 17
________________________________________________________________________
Product Tested
Sediment Bag
Product Tested
Sediment Bag
Product Tested
Sediment Bag
110 micron
Sediment Load
1750 mg/L using
OK-110 Silica Sand
and Clean Water
Ave Flow
Rate GPM
% TSS
Removal
Soil Retention
Efficiency
23
99.28%
98.96%
48
99.32%
99.25%
70
98.89%
98.80%
Street Sweep
Sediment Load
Particle Size of
Sediment Load
% TSS
Removal
Soil Retention
Efficiency
2.5% = 100 lbs Sed /
4000 lbs water
.001 mm – 10.0 mm
(median 200 micron)
99.68%
95.61%
Hydrocarbon
Load
Ave Flow Rate
GPM
% TPH
Removal
Oil Retention
Efficiency
243 mg/L using 750
mL (1.45 lb) used
motor oil + lube oil
and clean water
20
97.67%
91.61%
Identification of Drainage Structures:
The Installer (Contactor) shall inspect the plans and/or worksite to determine the quantity
of each drainage structure casting type. The foundry casting number or the exact grate size
and clear opening size will provide the information necessary to identify the required Inlet
Filter assembly. Inlet Filters shall be supplied to the field pre-configured to fit the specified
drainage structure.
Installation Into Standard Grated Drainage Structures:
Remove the grate/lid from the casting or concrete drainage structure. Clean the ledge (lip)
of the casting frame or drainage structure to ensure it is free of stone and dirt. Drop in the
Inlet Filter through the clear opening and be sure the suspension hangers rest firmly on the
inside ledge (lip) of the casting. Replace the grate and confirm it is elevated no more than
1/8”, which is the thickness of the steel hangers. For Curb Box Inlet Filters: Insert Inlet
Filter as described above, pull the rear curb guard flap up and over the open curb box until
tight, align magnets to ensure firm attachment to the top portion of the curb box casting. If
the curb back opening is not magnetic, slide a typical rock sack or P.T. 2 x 4 through the 2ply rear curb box flap to create a dam which will direct runoff into the sediment bag.
Maintenance Guidelines: The frequency of maintenance will vary depending on the
application (course construction, post construction, or industrial use), the area of installation
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-10
SECTION 17
________________________________________________________________________
(relative to grade and runoff exposure), and the time of year relative to the geographic
location (infrequent rain, year round rain, rain and snow conditions).
Frequency of Inspections: Construction site inspection should occur following each ½” or
more rain event and no more than once per month.
General Maintenance for sediment bags: Upon inspection, the Inlet Filter should be emptied
if the sediment bag is more than half filled with sediment and debris, or as directed by the
Engineer. Remove the grate, engage the lifting bars or handles with any Removal Tool
supplied by the manufacturer, and lift the Inlet Filter from the drainage structure. Machine
assistance shall not be required. Dispose of the sediment or debris as directed by the
Engineer in an approved container and dispose of in accordance with EPA regulations. As an
alternative, an industrial vacuum may be used to collect the accumulated sediment if
available. Remove any caked on silt from the sediment bag and reverse flush the bag for
optimal filtration. Replace the bag if the geotextile is torn or punctured to ½” diameter or
greater on the lower half of the bag.
Sediment Bag Replacement: When replacing a Sediment Bag, remove the bag by loosening
or cutting off the clamping band, or as indicated by manufacturer. Take the new sediment
bag and use a screw driver or other tool necessary to tighten the bag around the frame
channel. Ensure the bag is secure and that there is no slack around the perimeter of the
band.
Add the following Payment Items:
Pay Item
425-1521
425-1541
425 1-J8-6
425 1-J8-8
425-IN
425-MG
Description
FDOT TYPE “C” DBI w/GRATE
& INLET FILTER BAG ASSY
FDOT TYPE “D” DBI w/GRATE
& INLET FILTER BAG ASSY
FDOT J-8 6'-0" DIA
FDOT J-8 8'-0" DIA
EMBEDDED INFILTROMETER KIT ASSY,
COMPLETE
MANATEE GUARD ASSY, COMPLETE
Unit
EA
EA
EA
EA
EA
EA
Section 430 – PIPE CULVERTS & STORM SEWERS:
Add the following Payment Items:
Pay Item
430-175-215E
430-175-218E
430-175-224E
430-175-230E
430-175-112R
Description
12”x18” ERCP, Class
14”x23” ERCP, Class
19”x30” ERCP, Class
24”x38” ERCP, Class
12” RCP Class III SS
HEIII,
HEIII,
HEIII,
HEIII,
SS
SS
SS
SS
Unit
LF
LF
LF
LF
LF
Section 436 – TRENCH DRAIN:
Add the following Payment Items:
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-11
SECTION 17
________________________________________________________________________
Pay Item
436-1-2
Description
12” TRENCH DRAIN
w/CONCRETE ENCASEMENT
Unit
LF
Section 526 – ARCHITECTURAL PAVERS:
General
• Scope Of Work:
A.
Supply materials, labor, transportation, services and equipment necessary to
supply and install permeable pavers as indicated on drawings and specified
herein.
•
•
•
•
Performance Requirements:
A.
Permeability to be not less than 5 gallons per minute per square foot.
B.
Water absorption into paver to be zero in accordance with ASTM C 293.
C.
Static coefficient of friction ASTM C 1028.
1.
Wet: 0.50 – 0.60
2.
Dry: 0.60 – 0.70
D.
Bulk density of paver to be the amount specified for the paver type and size
selected (bulk density of pavers varies with type and size of stone selected).
Quality Assurance:
A.
Manufacturer must be a company licensed to manufacture permeable pavers,
utilizing approved manufacturing equipment and processes.
B.
Installation must be by a contractor with more than 1 year’s experience in
placing permeable pavers on projects of similar nature or dollar cost.
C.
Installation contractor shall conform to all local, state/provincial licensing and
bonding requirements.
Submittals:
A.
Submit installation instructions as recommended by manufacturer.
B.
Submit full size sample sets of permeable paver units to indicate color, shape,
stone type and size selected. Stone type and paver color will be selected by
Architect/Engineer/Landscape Architect/Owner from available product range.
C.
Submit test results for compliance to specifications herein.
D.
Indicate layout pattern, and relationship of paving joints to fixtures and
project formed details.
E.
Submit two copies of written instructions for recommended maintenance.
Project Conditions:
A.
Do not install pavers in heavy rain or snowfall.
B.
12/20/2012
Do not install pavers over frozen base materials.
PROJECT SPECIAL PROVISIONS
PAGE PSP-12
SECTION 17
________________________________________________________________________
•
Product Delivery, Storage And Handling:
A.
Packaging and Shipping: Permeable pavers to be stretch wrapped in rows,
banded on pallets and delivered in original unopened packaging with legible
manufacture identification, including size, quantity, and manufacturing date.
•
Warranty:
A.
Manufacturer/Installer shall warrant the installed system for a period of ten
years from the date of substantial completion against failure of workmanship
and materials.
Maintenance:
A.
Extra Materials: Deliver supply of maintenance materials to owner. Furnish
maintenance materials from the same lot of materials installed, and enclosed
in protective packaging with appropriate identifying labels.
•
1.
Supply not less than 1 percent of total product installed as
maintenance stock.
PART 2 – PRODUCTS
•
Permeable Pavers:
A
Manufacturers
1.
•
•
•
Acceptable Manufacturer
Manufacturer Licensed to manufacture permeable pavers using the
permeable pavers technology.
2.
Drawings and installation specifications are based on propriety
literature from the owners of the permeable pavers technology.
Manufactured Units:
A.
Pavers
Sizes: 12” X 12” (actual)
16” X 16” (actual)
8” X 8” (actual)
8” X 4” (actual)
Face: With beveled edges
Finish: Natural stone surface
Color: Color selected from manufacturer’s available stone colors. Paver
surfaces are sealed.
Fabrication:
A.
Manufactured according to methodology related to the permeable pavers
technology.
Sub-grade:
A.
All sub grade material shall be fines free, and will, wherever practical, be
washed to remove dust and foreign material.
PART 3 – EXECUTION
•
Examination:
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-13
SECTION 17
________________________________________________________________________
•
A.
Verify that sub grade preparation including compacted density conform with
the specifications.
B.
Verify that aggregate base materials, thickness, compaction, and elevations
conform with specifications.
C.
Verify location, type, installation and elevation of edge restraints required for
the installation.
A.
Verify that base is dry, uniform, even and ready to support pavers and
imposed or anticipated vehicular loads.
Installation:
A.
Spread a bedding layer of 25 mm of fines free (no dust or undersize particles)
5-10 mm stone over the sub grade. Once spread, the screened bedding mix
should not be disturbed. Do not use bedding mix to fill depressions in base
surface.
B.
Ensure that pavers are free of foreign materials before installation.
C.
Lay pavers from permanent edge restraint in the pattern as shown on the
drawings. Use string lines to keep paving joints straight.
D.
Use Brick Saw fitted with a diamond blade fitted with continuous water feed
to cut pavers.
E.
Lay pavers on prepared surface. Make gaps between pavers (grout strips)
uniform by inserting spacers between the pavers.
F.
Set pavers hand tight but do not use hammer to adjust pavers. Secure and
level pavers using appropriate plate vibrator (cover plate with rubber or like
to avoid damage to pavers). Trafficable areas should receive 4 passes with
the plate compactor.
G.
Apply specified grouting mixture with trowel, ensuring exposed surfaces are
protected from spillage. Overfill joints and iron in mixture with pointing tool.
Add the following Payment Items:
Pay Item
526-P-212
526-P-316
526-P-410
526-P-7
12/20/2012
Description
2-3/8” PERVIOUS PAVERS w/12” BASE,
INCL. EDGE RESTRAINT, BEDDING SAND AND
FILTER FABRIC
3-1/8” INTERLOCKING PERMEABLE CONCRETE
PAVEMENT SYSTEM w/16” BASE, INCL.
EDGE RESTRAINT, BEDDING SAND AND FILTER
FABRIC
“ARCHITECTURAL” PERVIOUS PAVERS
W/10” BASE, INCL. EDGE RESTRAINT, BEDDING
SAND AND FILTER FABRIC
RAISED PERMEABLE CROSSWALK
PROJECT SPECIAL PROVISIONS
Unit
SY
SY
SY
LS
PAGE PSP-14
SECTION 17
________________________________________________________________________
INCL. EDGE RESTRAINT, BEDDING SAND AND
FILTER FABRIC AND ADA DETECTABLE WARNING
TECHNICAL PROVISIONS: Amend the Technical Provisions as follows:
TP331 – TYPE ‘S’ ASPHALTIC CONCRETE:
Add the following Payment Item:
Pay Item
331-72-1S
Description
TYPE S I ASPHALT CONCRETE,
VARIES 1" - 1.5", OVERLAY
Unit
SY
TP520 – CONCRETE GUTTER, CURB ELEMENTS AND TRAFFIC SEPARATOR:
Add the following Payment Items:
Pay Item
520-2-1S
520-2-2S
520-2-4M1
Description
8" CURB (STEEL FORM, RADIUS)
WHEEL STOPS
CONCRETE CURB, TYPE D, MODIFIED
Unit
LF
EA
LF
TP522 – CONCRETE SIDEWALK:
Add the following Payment Items:
Pay Item
522-21-3M
Description
Concrete Driveway, Reinforced w/ Fibermesh, 6” thick
Unit
SY
SARASOTA COUNTY STANDARD SPECIFICATIONS: Amend the Sarasota County
Standard Specifications as follows:
SCSS-98 – PROJECT SIGNS:
Add the following Payment Items:
Pay Item
98-2M
Description
County -Provided Project Funding Sign, Install
Unit
EA
SCSS-480 – SARASOTA COUNTY TRANSIT SHELTERS, BENCHES, BICYCLE RACKS,
AND TRASH RECEPTACLES:
Add the following Payment Items:
Pay Item
480-BR-1
480-IK-1
12/20/2012
Description
Bicycle Rack (3) w/ Concrete Pad, Complete
INFORMATION KIOSK PER DETAIL,
ASSY COMPLETE
PROJECT SPECIAL PROVISIONS
Unit
EA
EA
PAGE PSP-15
SECTION 17
________________________________________________________________________
Add the following Technical Specifications:
TS165 - BIORETENTION & BIODETENTION SYSTEMS:
Description of Work:
• The extent of the BioRetention systems are from top of bank to top of bank and
includes pre-filter strips where required.
• The CONTRACTOR shall furnish all labor, materials, equipment, tools and
appurtenances required to complete the installation of all BioRetention swales and
ponds, complete with appurtenances, as shown, specified or required by the
Drawings and Contract Documents.
• All work shall be in accordance with the Sarasota County Low Impact Development
(LID) Manual, the Shallow Bioretention for Consideration for Inclusion Into the
Sarasota County Low-impact Development Manual and the FDEP Statewide
Stormwater Treatment Rule, latest editions.
• All work shall be in accordance with all local, state, and federal ordinances and
regulations.
Related Sections:
• SS104 – Prevention, Control, and Abatement of Erosion and Water Pollution
• SS110 – Clearing and Grubbing
• SS120 – Excavation And Embankment
• SS580 – Landscaping
• Section 02616 – Polyvinyl Chloride (PVC) And Polyethylene (PE) Section 02770 – PVC
Geomembrane
• Technical Provision TP120A – Borrow Excavation, Earth Embankment, and Fill
Material
• Technical Provision TP425 – Inlets, Manholes, And Junction Boxes (FDOT)
• Technical Provision TP443 – French Drains
• Technical Provision TP736 – Manhole And Valve Box Adjustments (FDOT)
• Technical Provision TP738 – Water Service Adjustment (FDOT)
Definitions:
• BioRetention swales and ponds have no liner and underdrain system. The typical
sections and their locations are shown in the plans. The BioRetention swales are
located in the Right-Of-Way adjacent to roadways and act as roadside swales. The
BioRetention Ponds are typically located next to site improvements, not roadways.
• BioRetention Swales have 3:1 side slopes where as BioRetention Ponds have 4:1 side
slopes.
• Biosystem – Biosystems shall mean BioRetention swales or ponds.
Submittals:
• The CONTRACTOR shall perform a minimum of one (1) test for each BioRetention
System, a minimum of one test per each side of each block, but no less than every
6,000 square feet (sf) of BioRetention area. The tests shall include the Planting Soil
mix, Engineered Soil mix and Nutrient-Absorption Media mix as follows:
BioRetention Systems
Planting Soil Filter Bed
A. The bed material must be sandy loam, loamy sand, or loam texture.
B. Clay content must be between 3 and 5%.
C. Soil pH must be between 5.5 and 6.5.
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-16
SECTION 17
________________________________________________________________________
D. Soil organic matter content must be between 3% and 10% by volume.
Soil amendments to raise the organic matter content must have a
carbon-to-nitrogen ratio of at least 50%.
Nutrient-Adsorption Layer
A. The unit weight must be more than 80 pounds per cubic foot when
dry.
C. Greater than 15% but less than 30% of the particles passing the #200
sieve.
D. The media must be more than 50% uniformly graded sand by volume
and the sand must not contain shale.
E. The media water holding capacity must be at least 35% as measured
by porosity.
F. At the specified unit weight noted above, the vertical permeability
must be at least 1 inch per hour but not more than 3 inches per hour.
G. The media must have an organic content of at least 5% by volume.
The organic content must be in the form of 1-inch hardwood chips
(e.g., melaleuca or eucalyptus woodchips) evenly distributed
throughout the layer.
H. The media pH must be between 6.5 and 8.0.
I. The concentration of soluble salts must be less than 3.5 g (KCL)/L.
J. The sorption capacity of the sand must exceed 0.005 mg OP/mg
media.
K. The residual moisture content must exceed 50% of the porosity.
Product Delivery, Storage, and Handling:
• The CONTRACTOR shall protect the work described in this Section before, during,
and after installation, and shall protect the installed work specified in other Sections,
as well as work completed by the OWNER.
• The soil mix and other materials shall be protected from the following:
A. Site construction damage.
B. Erosion and runoff.
C. Sedimentation of excavated or completed bioswales or ponds.
D. Any environmental condition that might damage or alter the materials.
Materials:
Bioretention Systems
Planting Soil Filter Bed
A. The planting soil filter bed must be at least 6 inches thick.
B. The bed material must be sandy loam, loamy sand, or loam texture.
C. Clay content must be between 3 and 5%.
D. Soil pH must be between 5.5 and 6.5.
E. Soil organic matter content must be between 3% and 10% by volume.
Soil amendments to raise the organic matter content must have a
carbon-to-nitrogen ratio of at least 50%.
F. The soil mix must be uniform and free of stones, stumps, roots, or
other similar material greater than 2 inches in size.
Nutrient-Adsorption Layer
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-17
SECTION 17
________________________________________________________________________
A. The nutrient-adsorption layer must be at least 6 inches thick.
B. The unit weight must be more than 80 pounds per cubic foot when
dry.
C. Greater than 15% but less than 30% of the particles passing the #200
sieve.
D. The media must be more than 50% uniformly graded sand by volume
and the sand must not contain shale.
E. The media water holding capacity must be at least 35% as measured
by porosity.
F. At the specified unit weight noted above the vertical permeability must
be at least 1 inch per hour but not more than 3 inches per hour.
G. The media must have an organic content of at least 5% by volume.
The organic content must be in the form of 1-inch hardwood chips
(e.g., melaleuca or eucalyptus woodchips) evenly distributed
throughout the layer.
H. The media pH must be between 6.5 and 8.0.
I. The concentration of soluble salts must be less than 3.5 g (KCL)/L.
J. The sorption capacity of the sand must exceed 0.005 mg OP/mg
media.
K. The residual moisture content must exceed 50% of the porosity.
Fabrication:
The planting soil and nutrient-absorption media mixes shall be brought onto the site and
shall be compatible with existing materials. The materials used for the mixes shall be select
materials free of hydrocarbons, rocks, roots, sticks, paving materials, metal pieces, and all
other unsuitable substances. Additionally, the materials shall have a moisture content such
that the specified density will be obtained and to prevent excessive settlement or shrinkage.
The various soil mixes shall be thoroughly mixed to obtain a uniform mix.
Execution
Site Preparation:
• All required excavation, dewatering, grading, grooming, storm water or cistern pipes,
inlets/manholes, utility relocation, compaction and construction quality assurance
(CQA) testing shall be complete and accepted by the ENGINEER prior to placement of
the BioRetention materials, soils or products.
• The surface to be covered by the BioRetention materials shall be cleared of sharp
objects, angular stones, sticks. The subgrade for the BioRetention materials shall
have a smooth, finished surface, free from pockets, holes, ruts, and discontinuities.
The subgrade shall be inspected for unsuitable areas or soft spots before the
BioRetention materials are placed, and additional surface preparation will be required
to eliminate any unsuitable areas as determined by the ENGINEER.
• The subgrade to receive the BioRetention system materials shall be compacted and
tested to meet the maximum density of 92% to 95% Modified Proctor Density (ASTM
D-1557). Should the density exceed the 95% threshold, the subgrade shall be
scarified to a depth of 12-inches and re-compacted and tested to meet the 92% to
95% density threshold.
A minimum of one (1) test shall be conducted per
BioRetention system, a minimum of one (1) test per each side of each block, but no
less than one (1) test per 4,500 sf of BioRetention area or as directed by the
ENGINEER. The testing shall be performed by an certified, independent testing
laboratory approved by the COUNTY.
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-18
SECTION 17
________________________________________________________________________
Installation:
• The CONTRACTOR shall limit the number of BioRetention systems under construction
at any given time to one (1) block at a time to limit impact to local businesses.
Pedestrian and vehicular access shall be maintained at all times or alternative access
shall be provided. Additionally, the CONTRACTOR shall provide FDOT signage for the
businesses that are affected by construction, directing patrons to the appropriate
entrances/exits to these businesses.
• Drainage facilities shall also be maintained or a bypass system shall be provided to
direct runoff around the Bio-system under construction. The CONTRACTOR shall
keep the BioRetention materials free from contamination and sedimentation during
storm events.
• All materials shall be placed in a neat and orderly manner. All soil and aggregates,
excluding the Planting Soil mix and Nutrient-Absorption Media, shall be installed in
no more than 12” lifts and each lift compacted by hand or by mechanical tampers to
92% to 95% Modified Proctor Density (ASTM D-1557). In areas to be paved or
repaved (i.e. culverts) the entire depth of backfill shall be deposited in lifts and
compacted by hand or mechanical tampers to a maximum thickness of 6-inches and
compacted to at least 95% Modified Proctor density (ASTM D-1557). Density tests
shall be taken at every lift. Care shall be taken to not over-compact the soil mixes.
However, enough moisture and compaction must be provided to maintain the soil
stability and to limit shrinkage and swelling.
• The Planting Soil and Nutrient-Absorption Media layers shall be installed in 2” to 3”
lifts with pneumatic blowers and watered. These layers shall be compacted by hand
or by mechanical tampers to 92% Modified Proctor Density (ASTM D-1557). In areas
to be paved or repaved (i.e. culverts) the entire depth of backfill shall be deposited
in lifts and compacted by hand or mechanical tampers to a maximum thickness of 6inches and compacted to at least 95% Modified Proctor density (ASTM D-1557).
Density tests shall be taken in 6-inch lift increments. Care shall be taken to not
over-compact the soil mixes. The CONTRACTOR shall perform Bulk Density (ASTM
D2937) and infiltration rate (ASTM D5126) testing to see if the optimum density and
minimum permeability has been met for plant growth and soil stability. The
minimum infiltration rate is 2.4 in/hr for the planting material, engineered soil, base
and subgrade at time of installation. Should the soil be overly compacted, as
determined by the ENGINEER, the Contractor shall till the top layer, to a maximum
depth of 12-inches, re-grade, re-compact and retest the soils to meet the
ENGINEERS approval. Infiltration rate testing shall be performed at a rate of no less
than one (1) for each BioRetention System soil layer (including the subgrade,
engineered soil, nutrient-absorption media layer and planting soil layers), a
minimum of one test per each side of each block, but no less than every 3,000
square feet (sf) of BioRetention area. Bulk density testing shall be performed at a
rate of no less than one (1) for each BioRetention System soil layer (including the
nutrient-absorption media layer and planting soil layers), a minimum of one test per
each side of each block, but no less than every 3,000 square feet (sf) of BioRetention
area.
Field Quality Assurance/Quality Control Program
General:
• Before installation begins, and weekly thereafter (more often if determined
necessary by the ENGINEER) project coordination meetings shall be held with the
designated representative of the CONTRACTOR, ENGINEER and OWNER in
attendance to review the following information:
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-19
SECTION 17
________________________________________________________________________
•
•
•
A. Progress of the work.
B. Adherence to the Specifications.
C. Adherence to the Construction Quality Assurance Program, including
the timely submission of the pertinent forms.
D. Methods of protecting materials and handling of storm water runoff.
E. Planned work and methods for the ensuing week, including estimate of
time remaining to completion of the work.
F. Problem resolutions to be implemented during the upcoming week.
All of the Forms specified and required must be submitted to the ENGINEER in a
timely fashion.
The OWNER and ENGINEER must approve any changes in the proposed method of
work, subcontractors to be utilized, materials, or manufacturing in advance.
The CONTRACTOR assumes all responsibility relevant to providing an acceptable
product and installation.
Method of Measurement: The Contractor shall give the County Engineer’s Representative
four hours notice in advance of his start of Biosystem installation. The County Engineer’s
Representative shall inspect and approve the subsoil condition prior to the Contractor
beginning backfilling. The quantity of BioRetention swales and ponds to be paid for under
this Technical Provision is the contract unit price per square foot for the final graded facility
top of bank area for the Biosystem.
The estimated quantities for BioRetention facilities as shown on the detailed plans are given
for the bidders comparison of his calculations only. The figures do not include allowances for
clearing loss, scalping before fill, losses resulting from removing vegetative material from
the site, bulkage, shrinkage, swelling, topsoil, sodding, etc.
Basis of Payment: If a payment item is listed on the bid form for work required under this
Technical Specification, payment shall be as specified in the bid form. The contract square
foot prices for BioRetention Systems measured as provided above, includes: full
compensation for all work described herein including planting soil filter bed and nutrient
adsorption layer. If listed on the bid form, payment shall be made under one or more of the
following items:
Pay Item
165-1
Description
BioRetention Swales and Ponds
Unit
SF
TS 994 - VETERANS MEMORIAL:
Refer to the Construction Plans for Details and Specifications.
Pay Item
994-1S
Description
VETERAN’S MEMORIAL, COMPLETE
Unit
LS
TS 995 - FREEDOM PAVILION:
Refer to the Construction Plans for Details and Specifications.
Pay Item
995-1S
Description
Unit
FREEDOM PAVILION BUILDING AND
LS
ACCESSORIES (INCL. GREEN ROOF), COMPLETE
TS 996 - HARBOR LANE BUILDING AND ACCESSORIES:
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-20
SECTION 17
________________________________________________________________________
Refer to the Construction Plans for Details and Specifications.
Pay Item
996-1S
Description
HARBOR LANE BUILDING AND ACCESSORIES,
COMPLETE
Unit
LS
TS 997 - GRASSPAVE2:
Refer to Manufacturers Specifications.
Payment shall be provided under the following payment item:
Pay Item
Description
997-1S
GRASSPAVE2
6.
Unit
SY
Site Contamination Permitting:
This project contains three areas of concern in dealing with site contamination
permitting including, non-contaminated site activity, petroleum contaminated site
activity, and non-petroleum contaminated site activity. Information on requirements
for dealing with each issue is given below.
A. Non-Contaminated Site Activity: The Contractor shall have to comply
with the requirements of the State of Florida Department of Environmental
Protection (FDEP) Generic Permit for the Discharge of Produced Ground
Water from any Non-Contaminated Site Activity (Document 61621.300(2)). This generic permit will apply to dewatering discharge
created in any non-contaminated project areas.
B. Petroleum Contaminated Site Activity: The Contractor shall have to
comply with the requirements of the State of Florida Department of
Environmental Protection (FDEP) Generic Permit for the Discharges from
Petroleum Contaminated Sites (Document 61-621.300(1)). This generic
permit will apply to dewatering discharge created in fuel contaminated
sites. The current FDEP generic permit fee is $100 and will be at the cost
of the contractor. For more information, the Contractor can contact Yanisa
Angulo at the Tampa FDEP office at (813) 632-7600.
The Contractor shall refer to Section ? Contamination Report and Permitting for more
information. This section lists the potential contaminated sites, the generic permits referred
to above in items (A) and (B). Cost for the Contamination permitting and remediation shall
be paid for under bid item 104-30S Prevention, Control, & Abatement of Erosion & Water
Pollution.
7.
Utility Adjustments: The Contractor and utility companies shall closely coordinate
the sequence of their construction operations. The Contractor shall schedule his
work activities to accommodate utility company work activities as described in the
Contract Documents. The Contractor will receive no additional payment for delays
caused by utility company work activities.
8.
Utility Coordination and Contacts: The information below is provided as a
courtesy. At the time of actual construction, the utility contact information shall be
verified by the Contractor:
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-21
SECTION 17
________________________________________________________________________
Utility
Aqua America
AT& T
City of Sarasota
City of Venice
Comcast Cable
Englewood
Water
FPL
FPL
Contact Name
Tricia Williams
Bill Mercer
Glenn Marzlof
Len Bramble
Gonzalo Rojas
Mike Ray
Phone Number
352-266-0608
813-766-9571
941-955-2325
941-480-3333
941-342-3578
941-460-1040
941-723-4430
239-332-9154
561-694-4060
1-800-4 OUTAGE
Sarasota County
Greg Coker - Primary
Scott Overbaugh –
Englewood/North Port
George J. Beck Transmission
Steve Bothast
Emergency Phone
941-650-9611
813-766-9571
941-955-4838
941-480-3333
941-377-4101
941-474-3217 or
941-270-7000
1-800-468-8243
1-800-4 OUTAGE
941-650-8803
941-861-0573
Sarasota County
Jason Brown
941-650-3728
TECO/PEOPLES
GAS
PLURIS
Southgate, Inc.
Verizon Florida,
LLC
Dan Shanahan
941-342-4006
1-877-832-6911
Kenneth Pratt
949-454-7106
1-714-624-8670
Denise Hutton
941-906-6722
1-800-483-1000
FPL
9.
Contractor shall provide water quality monitoring in accordance to Construction Plan
Sheet 11. Cost for the water quality monitoring shall be paid for under bid item 10430S Prevention, Control, & Abatement of Erosion & Water Pollution.
10.
Maintenance of the Dearborn LID components shall be incidental to the item of
related work and has no direct payment bid item.
12/20/2012
PROJECT SPECIAL PROVISIONS
PAGE PSP-22
SECTION 18
SWFWMD GRANT
REQUIRED FORMS
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Section 18: Southwest Florida Water Management District Grant Provisions
1.0
PUBLIC ENTITY CRIMES.
Pursuant to Subsections 287.133(2) and (3), F.S., a person or affiliate who has been placed on
the convicted vendor list following a conviction for a public entity crime may not submit a bid,
proposal, or reply on a contract to provide any goods or services to a public entity; may not
submit a bid, proposal, or reply on a contract with a public entity for the construction or repair
of a public building or public work; may not submit bids, proposals, or replies on leases of real
property to a public entity; may not be awarded or perform work as a contractor, supplier,
subcontractor, or consultant under a contract with any public entity; and may not transact
business with any public entity in excess of the threshold amount provided in Section 287.017,
F.S., for Category Two, for a period of 36 months following the date of being placed on the
convicted vendor list. The COUNTY agrees to include this provision in all subcontracts issued as
a result of this Agreement.
2.0 DISCRIMINATION.
Pursuant to Subsection 287.134(2)(a), F.S., an entity or affiliate who has been placed on the
discriminatory vendor list may not submit a bid, proposal, or reply on a contract to provide
any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract
with a public entity for the construction or repair of a public building or public work; may not
submit bids, proposals, or replies on leases of real property to a public entity; may not be
awarded or perform work as a contractor, supplier, subcontractor, or consultant under a
contract with any public entity; and may not transact business with any public entity. The
COUNTY agrees to include this provision in all subcontracts issued as a result of this
Agreement.
3.0 SCRUTINIZED COMPANIES.
Pursuant to Section 287.135, F.S., a company that, at the time of bidding or submitting a
proposal for a new contract or renewal of an existing contract, is on the Scrutinized Companies
with Activities in Sudan List of the Scrutinized Companies with Activities in Iran Petroleum
Energy Sector List, created pursuant to Section 215.473, F.S., is ineligible for, and may not bid
on, submit a proposal for, or enter into or renew a contract with an agency or local
governmental entity for goods or services of $1 million or more entered into or renewed on or
after July 1, 2011, must contain a provision that allows for the termination of such contract at
the option of the awarding body if the company is found to have submitted a false certification
as provided under Subsection 287.135(5), F.S., or has been placed on either of the
aforementioned lists. The COUNTY agrees to comply with the requirements of Section
287.135, F.S. in connection with the implementation of the PROJECT.
3.0 Minority/Women Owned Business Utilizations
Contractor will be required to submit with their monthly pay application to Sarasota
County, the Minority/Women Owned and Small Business Utilization Report, Exhibit D.