Agenda 08/22/2019 Cedar Hammock Community Development District
Board of Supervisors
Norman Day,Chairman
Quentin Greeley,Vice Chairman Justin Faircloth,District Manager
Fred Bally,Assistant Secretary Dan Cox,District Counsel
John Martino,Assistant Secretary Sam Marshall,District Engineer
Gene T.Bolton,Assistant Secretary
Continued Meeting Agenda
August 22,2019—2:00 p.m.
1. Roll Call
2. Approval of Agenda
3. Public Comments on Agenda Items
4. Old Business
A. Bulkhead&Bridge Repair/Replacement Project Update
i. Kipp Schulties Golf Design, Inc. Concept Presentation
ii. Bridging Solutions Rock Wall Design &Calculations
5. New Business
A. Bulkhead 5 Damage Developments
6. Attorney's Report
7. Engineer's Report
A. Cedar Hammock Bulkhead&Bridges Preliminary Schedule Chart
8. Manager's Report
A. Approval of the Minutes of June 17,2019 Meeting
B. Acceptance of the Financials
C. Report on Registered Voters
D. Follow Up Items
i. FEMA Update
ii. FY 2020 Meeting Schedule-November 12,2019
9. Supervisors Requests
10.Audience Comments
11.Adjournment
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Agenda Page 18
BRIDGING
SOLUTIONS
Project No. Remarks Prepared by: RC Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 1 of 5
References: 1. FDOT Index 6011 (2015)
Wall Geometry T
•
3
(91
6
•
I' B
Maximum Retainage Hieght h = 8.0 ft
Toe Depth t = 0.0 ft
Top of Wall Thickness T = 24 0 in
Total Wall Height h+t = H = 8.0 ft
Bottom of Wall Thickness B = 6.00 ft
8/8/2019 1 of 15 Rock Wall Design Calcs
Agenda Page 19
BRIDGING
SOLUTIONS
Project No. Remarks Prepared by: RC Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 1 of 5
References: 1. FDOT Index 6011 (2015)
Design Parameters
Allowable Bearing Pressure aa„ = 2500 psf
Live Load Surcharge Height h' = 1.0 ft
Concrete Unit Wieght 150.0 lb/ft3
Soil Unit Weight "Ys = 120.0 lb/ft3
Angle of Soil Internal Friction (I)s = 30 0 degrees
Base Concrete-Soil Coeffecient of Friction µ = 0.45
Coeffecient of Active Pressure k3 = 0.33
Coeffecient of Passive Pressure kG = 3.00
Design Equations
1. Total Earth Thrust
P = i kays H(H + 2h')
2
2. Total Earth Thrust Location From Base
H2 + 3Hh'
_
Y 3kH + 2h')
Horizontal Forces
Total Earth Thrust P = 1600.00 lbs
Total Earth Thrust Location From Base y = 2.93 ft
Overturning Moment M.i 4693.33 ft-lb
8/8/2019 2 of 15 Rock Wall Design Calcs
Agenda Page 20
BRIDGING
mor SOLUTIONS
Project No. Remarks Prepared by: RC Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 1 of 5
References: 1. FDOT Index 6011 (2015)
Weights and Moments Resisting Overturning
Component Weight Moment Moment
Arm
lb ft ft-lb
A 2400.00 1.00 2400.00
B 2400.00 3.33 8000.00
Soil on Back Wall 1920.00 4.67 8960.00
Surcharge 480.00 2.00 960.00
Totals 7200.00 20320.00
Passive Forces Pr, 0.00 lbs
Distance of Resultant from Front Edge a = 2.170 ft
Calculated Bearing Pressures
Toe Bearing
Pressure ch= 2195.56 psf OK
Heel Bearing
q2. 204.44 psf OK
Pressure
Wall Stability
Sliding Safty Factor SFs, = 1.89 SF>1.5, OK
Overturning Safty Factor Sfot = 4.33 SF>2, OK
8/812019 3 of 15 Rock Wall Design Calcs
Agenda Page 21
mir BRIDGING
SOLUTIONS
Project No. !Remarks Prepared by: RC Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 2 of 5
References: 1. FDOT Index 6011 (2015)
Wall Geometry
T
1
1
(91 99
r.�
k B
Maximum Retainage Hieght h = 8.0 ft
Toe Depth t = 0.0 ft
Top of Wall Thickness T = 72.0 in
Total Wall Height h+t = H = 8.0 ft
Bottom of Wall Thickness B = 6.08 ft
8/8/2019 4 of 15 Rock Wall Design Calcs
Agenda Page 22
BRIDGING
'♦ SOLUTIONS
Project No. IRemarks Prepared by: RC Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet 2 of 5
References: 1. FDOT Index 6011 (2015)
Design Parameters
Allowable Bearing Pressure 6a„ = 2500 psf
Live Load Surcharge Height h' = 1.0 ft
Concrete Unit Wieght yc = 150.0 lb/ft3
Soil Unit Weight ys = 120.0 lb/ft3
Angle of Soil Internal Friction cps = 30.0 degrees
Base Concrete-Soil Coeffecient of Friction µ = 0.45
Coeffecient of Active Pressure k2 = 0.33
Coeffecient of Passive Pressure kP = 3.00
Design Equations
1. Total Earth Thrust
P = - ka,ysH(H + 2h')
2. Total Earth Thrust Location From Base
H2 + 3Hh'
Y 3(H + 2h')
Horizontal Forces
Total Earth Thrust P = 1600.00 lbs
Total Earth Thrust Location From Base y = 2.93 ft
Overturning Moment Mo, = 4693.33 ft-lb
8/8/2019 5 of 15 Rock Wall Design Calcs
Agenda Page 23
BRIDGING
gip- SOLUTIONS
Project No. Remarks Prepared by: RC Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 2 of 5
References: 1. FDOT Index 6011 (2015)
Weights and Moments Resisting Overturning
Component Weight Moment Moment
Arm
lb ft ft-lb
A 7200.00 3.00 21600.00
B 48.48 6.03 292.22
Soil on Back Wall 38.79 6.05 234.82
Surcharge 9.70 0.04 0.39
Totals 7296.97 22127.42
Passive Forces Po = 0.00 lbs
Distance of Resultant from Front Edge a = 2.389 ft
Calculated Bearing Pressures
Toe Bearing
Pressure 4,= 1971.03 psf OK
Heel Bearing
Pressure 42= 428.97 psf OK
Wall Stability
Sliding Safty Factor SFs, = 2.05 SF>1.5,OK
Overturning Safty Factor Sfo, = 4.71 SF>2, OK
8/8/2019 6 of 15 Rock Wall Design Calcs
Agenda Page 24
BRIDGING
vilpr SOLUTIONS
Project No. Remarks Prepared by: RC Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 3 of 5
References: 1. FDOT Index 6011 (2015)
Wall Geometry
14 T
•
2
5
•
•J♦
k B
Maximum Retainage Hieght h = 6.0 ft
Toe Depth t = 0.0 ft
Top of Wall Thickness T = 24.0 in
Total Wall Height h+t = H = 6.0 ft
Bottom of Wall Thickness B = 4.40 ft
8/8/2019 7 of 15 Rock Wall Design Calcs
Agenda Page 25
BRIDGING
SOLUTIONS
Project No. (Remarks Prepared by: RC Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 3 of 5
References: 1. FDOT Index 6011 (2015)
Design Parameters
Allowable Bearing Pressure 6a„ = 2500 psf
Live Load Surcharge Height h' = 1.0 ft
Concrete Unit Wieght 150.0 lb/ft3
Soil Unit Weight ys = 120.0 lb/ft3
Angle of Soil Internal Friction (hs = 30.0 degrees
Base Concrete-Soil Coeffecient of Friction µ = 0.45
Coeffecient of Active Pressure ka = 0.33
Coeffecient of Passive Pressure kg = 3.00
Design Equations
1. Total Earth Thrust
P = 1 kQ ys H(H + 2h')
2
2. Total Earth Thrust Location From Base
H2 + 31Ih'
} 3rK + 2h')
Horizontal Forces
Total Earth Thrust P = 960.00 lbs
Total Earth Thrust Location From Base y = 2.25 ft
Overturning Moment Mot = 2160.00 ft-lb
8/8/2019 8 of 15 Rock Wall Design Calcs
Agenda Page 26
BRIDGING
mipr SOLUTIONS
Project No. Remarks Prepared by: RC Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 3 of 5
References: 1. FDOT Index 6011 (2015)
Weights and Moments Resisting Overturning
Component Weight Moment Moment
Arm
lb ft ft-lb
A 1800.00 1.00 1800.00
B 1080.00 2.80 3024.00
Soil on Back Wall 864.00 3.60 3110.40
Surcharge 288.00 1.20 345.60
Totals 4032.00 8280.00
Passive Forces PP = 0.00 lbs
Distance of Resultant from Front Edge a = 1.518 ft
Calculated Bearing Pressures
Toe Bearing
Pressure 9�= 1768.76 psf OK
Heel Bearing
Pressure Qz= 63.97 psf OK
Wall Stability
Sliding Safty Factor SF51 = 1.76 SF>1.5,OK
Overturning Safty Factor Slot = 3.83 SF>2,OK
8/8/2019 9 of 15 Rock Wall Design Calcs
Agenda Page 27
BRIDGING
SOLUTIONS
Project Na Remarks Prepared by: RC Date: Jul-19
-
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 4 of 5
References: 1. FDOT Index 6011 (2015)
Wall Geometry
14 T
1
nq 3.9
•
1 B
Maximum Retainage Hieght h = 4.0 ft
Toe Depth t = 0.0 ft
Top of Wall Thickness T = 24.0 in
Total Wall Height h+t = H = 4.0 ft
Bottom of Wall Thickness B = 3.03 ft
8/8/2019 10 of 15 Rock Wall Design Calcs
Agenda Page 28
BRIDGING
moor SOLUTIONS
Project No. Remarks Prepared by: RC Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 4 of 5
References: 1. FDOT Index 6011 (2015)
Design Parameters
Allowable Bearing Pressure (Ta„ = 2500 psf
Live Load Surcharge Height h' = 1.0 ft
Concrete Unit Wieght 150.0 Ib/ft3
Soil Unit Weight ys = 120.0 lb/ft3
Angle of Soil Internal Friction (I)s = 30.0 degrees
Base Concrete-Soil Coeffecient of Friction µ = 0.45
Coeffecient of Active Pressure ka = 0.33
Coeffecient of Passive Pressure kP = 3.00
Design Equations
1. Total Earth Thrust
P = 1 kaYsH(H + 2h0
2
2. Total Earth Thrust Location From Base
H2 + 311h'
_
Y 3rH + 2h')
Horizontal Forces
Total Earth Thrust P = 480.00 lbs
Total Earth Thrust Location From Base y = 1.56 ft
Overturning Moment Ma, = 746.67 ft-lb
8/8/2019 11 of 15 Rock Wall Design Calcs
Agenda Page 29
BRI DGING
Now SOLUTIONS
Project No. Remarks Prepared by: RC Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 4 of 5
References: 1. FDOT Index 6011 (2015)
Weights and Moments Resisting Overturning
Component Weight Moment Moment
Arm
lb ft ft-lb
A 1200.00 1.00 1200.00
B 307.69, 2.34 720.58
Soil on Back Wall 246.15 2.68 660.62
Surcharge 123.08 0.51 63.12
Totals 1876.92 2644.31
Passive Forces P, = 0.00 lbs
Distance of Resultant from Front Edge a = 1.011 ft
Calculated Bearing Pressures
Toe Bearing
Pressure q�= 1237.61 psf OK
Heel Bearing
Pressure Q2= 3.07 psf OK
Wall Stability
Sliding Safty Factor SF51 = 1.64 SF>1.5,OK
Overturning Safty Factor Sfo, = 3.54 SF>2,OK
8/8/2019 12 of 15 Rock Wall Design Gatos
Agenda Page 30
BRIDGING
mow SOLUTIONS
Project No. Remarks Prepared by: RC Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 5 of 5
References: 1. FDOT Index 6011 (2015)
Wall Geometry
T
A
I AI 99
1(;`)
A
• ♦
k B
Maximum Retainage Hieght h = 2.0 ft
Toe Depth t = 0.0 ft
Top of Wall Thickness T = 24.0 in
Total Wall Height h+t = H = 2.0 ft
Bottom of Wall Thickness B = 2.02 ft
8/8/2019 13 of 15 Rock Wall Design Calcs
Agenda Page 31
BRIDGING
maw SOLUTIONS
Project No. Remarks Prepared by: RC Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 5 of 5
References: 1. FDOT Index 6011 (2015)
Design Parameters
Allowable Bearing Pressure 6a„ = 2500 psf
Live Load Surcharge Height h' = 1.0 ft
Concrete Unit Wieght Yc = 150.0 lb/ft3
Soil Unit Weight Ys = 120.0 lb/ft3
Angle of Soil Internal Friction Shs = 30.0 degrees
Base Concrete-Soil Coeffecient of Friction µ = 0.45
Coeffecient of Active Pressure ka = 0.33
Coeffecient of Passive Pressure kP = 3.00
Design Equations
1. Total Earth Thrust
P = 1 kays.H(H + 2h')
2
2. Total Earth Thrust Location From Base
_ H' +3Hh'
y 3,H + 2h')
Horizontal Forces
Total Earth Thrust P = 160.00 lbs
Total Earth Thrust Location From Base y = 0.83 ft
Overturning Moment Mm = 133 33 ft-lb
8/8/2019 14 of 15 Rock Wall Design Calcs
Agenda Page 32
BRIDGING
SOLUTIONS
Project No. Remarks Prepared by: RC _Date: Jul-19
Project Name Cedar Hammock Checked by: RV Date: Jul-19
Title/Item Non-Standard Gravity Wall Design Sheet: 5 of 5
References: 1. FDOT Index 6011 (2015)
Weights and Moments Resisting Overturning
Component Weight Moment Moment
Arm
lb ft ft-lb
A 600.00 1.00 600.00
B 3.03 2.01 6.08
Soil on Back Wall 2.42 _2.01 4.88
Surcharge 2.42 0.01 0.02
Totals 607.88 610.99
Passive Forces P, = 0.00 lbs
Distance of Resultant from Front Edge a = 0.786 ft
Calculated Bearing Pressures
Toe Bearing qt= 501.38 psf OK
Pressure
Heel Bearing q2= 100.42 psf OK
Pressure
Wall Stability
Sliding Safty Factor SFs1 = 1.70 SF>1.5,OK
Overturning Safty Factor Sfot = 4.58 SF>2,OK
8/8/2019 15 of 15 Rock Wall Design Calcs
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ARTISTIC STRUCTURES, INC.
CEDAR HAMMOCK REPAIRS
ARTISTIC INTEGRITY
WE BUILD IT RIGHT THE
STRUCTU RES FIRST TIME WE MAKE SURE
THAT YOUR AMENITY IS
SOMETHING YOUR
INC. COMMUNITY WILL ENJOY
FOR YEARS TO COME. WE
HAND-PICK OUR MATERIALS
We greatly appreciate the opportunity to provide pricing for your next FROM LOCAL SUPPLIERS,
project.
ENSURING OUR
Artistic Structures is a locally owned contracting company serving CUSTOMERS THE UPMOST
Southwest Florida, from Tampa to Marco Island, for over fifteen years.
We provide a wide variety of timber amenities for your communities. QUALITY MATERIALS.
Some of our services include golf cart bridges, pavilions, boardwalks, ARTISTIC STRUCTURES WILL
fishing piers, timber retaining walls, limestone boulder retaining walls,
rip rap, decks, floating docks, guardrails, and decorative fencing. We NOT CUT CORNERS. OUR
will take the project from initial consultation, through designing, STAFF IS EXPERIENCED AND
budgeting, engineering, permitting, scheduling, to final construction. PRIDES THEMSELVES ON
Artistic Structures also specializes in bridge and boardwalk installations PROVIDING QUALITY
in environmentally sensitive locations. By using lightweight equipment
and top down construction, we can assure minimal impact to the WORKMANSHIP. WE AREN'T
natural beauty of the surrounding environment. HAPPY UNLESS YOU ARE
We hope you choose Artistic Structures as your contractor for your next HAPPY.
amenities project.
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REPAIR ESTIMATE
HOLE #5 TEE
Ai'tisti " tructui'esInc .
8415 SW Riverside Drive,Arcadia; orida 34269/(863)494-2426/Fax(863)494-2707/articticstructures@msn.com
PROPOSAL SUBMITTED TO: JOB DESCRIPTION:
Cedar Hammock CDD Cedar Hammock
Attention Of: Justin Faircloth 8660 Cedar Hammock Blvd
Inframark Naples, Fl 34112
5911 Country Lakes Road Hole#6 Tee Wall Repairs
Fort Myers, FL 33905
Office: 239.245.7118 ext. 306 7-12-2019
Cell: 239.785.0675
We hereby submit specifications and pricing for all labor,equipment and materials to complete the following:
11 REPAIR AREA A,10 LF of Wall Repair on#5 Tee:
• Removal of existing wall verticals and horizontal whalers.
• Return existing pilings to plumb position.
• Installation of new 2"x 8"RS,.60 CCA verticals.
• Installation of new 3"x 8"RS,.60 CCA horizontal whalers
• Installation of new 5/8 x 12'HDG tie rods.
• Installation of new High-tenacity polypropylene woven monofilament filtration geotextile
• Installation of new 8"x 6',2.50 CCA piling deadman
Cost of Wall Repair $3,450.00
2.)REPAIR AREA B—G,30 LF of Wall Repair on#5 Tee:
• Removal of existing wall verticals and horizontal whalers.
• Return existing pilings to plumb position.
• Installation of new 2"x 8"RS,.60 CCA verticals.
• Installation of new 3"x 8"RS,.60 CCA horizontal whalers
• Installation of new 5/8 x 12'HDG tie rods.
• Installation of new High-tenacity polypropylene woven monofilament filtration geotextile
• Installation of new 8"x 6',2.50 CCA piling deadman.
Cost of Wall Repair $4,320.00
3.)BRIDGE DECK REPAIR
• Removal and replace of 3—35(85(12'bridge deck boards.
Cost of Bridge Deck Repair $ 650.00
4,)DISPOSAL RATES(If dumpster is not provided by OWNER)
• Disposal shall be charged at actual cost plus 10%,Artistic Structures shall provide owner with all disposal receipts.
• Rate-20 Yard Roll-Off,$402.25 Delivery,2-Ton Cap,$60.00 per each addition ton
Notes and Conditions:
• Stop of work resulting in additional mobilizations will result in additional cost.
• Price does not include removal or replacement of existing irrigation lines and or utilities,All private utilities shall be located by owner.
• Price does not include removal or replacement of any type of existing landscaping.
• Price does not include the removal or replacement of cart path,pavers,landscape,sod or the alike that will be removed and or damaged during the construct the
above,All precautions will be taken to prevent damages.
We hereby propose to furnish labor and materials—complete in accordance with the above specification,for the sum of:Based on actual field measurements
Dollars($ )with payment to be made as follows:Monthly draw based on percentage of completion 30%deposit upon mobilization
All material is guaranteed to be as specified.All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above
specifications involving extra costs,will be executed only upon written orders,and will become extra charge over and above the estimate.All agreements contingent upon
strikes,accidents or delays beyond our control.This proposal subject to acceptance within 30 days and is void thereafter at the option of the undersigned.Owners to
carry fire,wind,and other necessary insurance.Our workers are covered by workers'compensation insurance.
Authorized Signature: _ Artistic Structures Inc.
ACCEPTANCE OF PROPOSAL:The above process,specifications and conditions are hereby accepted.You are authorized to do the work as
specified.Payment shall be made as outlined above.
Signature: Date:
CA)
Artisti . $ tiucturcs Inc .
8415 SW Riverside Drive, Arcadia, orida 34269!(863)"4-
94 24261 Fax(863)494-2707/articticstructures(a�msn.corn
PROPOSAL SUBMITTED TO: JOB DESCRIPTION:
Cedar Hammock CDD Cedar Hammock
Attention Of: Justin Fair
Hole 8660 Cedar Hammock Blvd
Inframark Naples, FI 34112
5911 Country Lakes Road Hole#6 Tee Wall Repairs
Fort Myers, FL 33905
Office: 239.245.7118 ext. 306 7-12-2019
Cell: 239.785.0675
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8415 SW Riverside Drive,Arcadia, Florida 342691(863)494-2426/Fax(863)494-2707/articticstructures@msn.com
PROPOSAL SUBMITTED TO: JOB DESCRIPTION:
Cedar Hammock CDD Cedar Hammock
Attention Of: Justin Fairclothdar 8660 CeHammock Blvd
Inframark Naples, FI 34112
5911 Country Lakes Road
Fort Myers, FL 33905
Hole #6 Tee Wall Repairs
Office: 239.245.7118 ext. 306 7-12-2019
Cell: 239.785.0675
REPAIR A—DEADMAN HAS FAILED. CORRODED WIRE CABLE.
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8415 SW Riverside Drive,Arcadia, orida 34269/(863)494-2426/Fax(863)494 2707/articticstructures@msn.com
PROPOSAL SUBMITTED TO: JOB DESCRIPTION:
Cedar Hammock CDD Cedar Hammock
Attention Of: Justin Faircloth 8660 Cedar Hammock Blvd
Inframark Naples, FI 34112
5911 Country Lakes05 Road
Fort Myers, Hole#6 Tee Wall Repairs
FL 339
Office: 239.245.7118 ext. 306 7-12-2019
Cell: 239.785.0675
REPAIR B—D: SOIL MIGRATING UDER WALL.
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8415 SW Riverside Drive,Arcadia Florida 34269/(863)494-2426!Fax(863)494-2707/articticstructuresR@I msn.com
PROPOSAL SUBMITTED TO: JOB DESCRIPTION:
Cedar Hammock CDD Cedar Hammock
Attention Of: Justin Faircloth 8660 Cedar Hammock Blvd
Inframark Naples, FI 34112
5911 Country Lakes Road Hole #6 Tee Wall Repairs
Fort Myers, FL 33905
Office: 239.245.7118 ext. 306
Cell: 239.785.0675
REPAIR E—G: HORIZOTAL WHALERS MIGRATING FROM BEHIND WALL PILING.
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Recent Clients
• Bonita National, Bonita Springs,FL- Jim Glase(239)777-2800
• Colonial Country Club,Fort Myers, FL- Jeff Cathey,(239)834-7118
• Cypress Woods Golf& Country Club,Naples, FL- Scott Kissell(239)593-3392
• Dell Webb,Pulte Homes,Walter Grassman(941) 809-0207
• Ding Darling National Wildlife Refuge-Amy Nowaki (239)-472-1100
• The Estuary at Grey Oaks,Naples,FL—Jim Glase(239)777-2800
• Fiddlesticks Country Club, Fort Myers,FL- Brad Caporini,(239)707-9387
• The Gasparilla Golf Club,Boca Grande, FL-Jeff Strother(941)270-0470
• Heritage Oaks, Sarasota, FL-David Summers(941)993-2449
• Heritage Palms Golf&Country Club,Fort Myers, FL-Greg Kriesch,(239)292-5214
• Island Country Club, Marco Island, FL-Wayne Kappauf,(239)641-9193
• Isle of Collier Preserve,Naples,FL- Ian Moore,(239)961-1927
• Lakeside, Lakewood Ranch, Homes By Towne—John Woodman (813)944-8343
• Legacy Estates, Sarasota, FL-Taylor Morrison, James Borman(941)-379-8400
• Naples Lakes Country Club, Naples, FL-Mike Wallace,(239)289-7180
• The Old Collier Golf Club, Naples, FL-Tim Hiers, (239)593-8522
• Quail West, Bonita Springs, FL-Mark Black,(239)593-4120
• Quail Creek Country Club,Naples, FL- David Fenton,(239)580-8958
• Riverwood Golf Club, Port Charlotte, FL-Eric Pinkham,(941)270-0206
• The Sanctuary, Sanibel Island,FL—Kyle Sweet(239)707-8763
• Seasons At Bonita,DR Horton—Jason Demarco (239)240-4399
• Sandhill Preserve, Sarasota, FL—Walter Grassman(941)809-0207
• Shadow Woods Preserve, Estero FL—Eric Ruha(239)229-8809
• Tampa Bay Golf&Country Club,Jeff(907)-322-9207
• Tiburon,Naples, FL—Jeff Cathey,(239)834-7118
• Timber Pines, Spring Hill,FL-Mark Nordman, (352)666-2333
• Vasari Golf and Country Club-Sam Mueller(239)707-0464
• Winding Cypress,Naples, FL—Pulte Homes,Pat Butler(239)777-3512
• Shoreview at Waterside, Lakewood Ranch, - Pulte Homes,Walter Grassman(941) 809-0207
• The World Center Marriott, Orlando,FL—Sean O'Brien (407)312-1327
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