Agenda 07/10/2018 Item #16A 407/10/2018
EXECUTIVE SUMMARY
This item requires that ex parte disclosure be provided by Commission members. Should a hearing
be held on this item, all participants are required to be sworn in. Recommendation to approve for
recording the final plat of Sutton Cay, (Application Number PL20180000116) approval of the
standard form Construction and Maintenance Agreement and approval of the amount of the
performance security.
_____________________________________________________________________________________
OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat
of Sutton Cay, a subdivision of lands located in Section 1, Township 51 South, Range 26 East, Collier
County, Florida, following the alternative procedure for approval of subdivision plats pursuant to
Resolution 99-199. This procedure allows for the Board to approve the plat and associated construction
documents for construction purposes and recording purposes concurrently.
CONSIDERATIONS: The Development Review Division of the Growth Management Department has
completed the review of the construction drawings, specifications, and final plat of Sutton Cay. These
documents are in compliance with the County Land Development Code and Chapter 177, Florida
Statutes. This project is within the Naples Reserve Golf Club RPUD, Ord. 07 -71, as amended. All fees
have been paid. Security in the amount of 10% of the total cost of the required improvements, and 100%
of the cost of any remaining improvements, together with a Construction and Maintenance Agreement for
Subdivision Improvements, shall be provided and accepted by the County Manager or his designee and
the County Attorney’s office prior to the recording of the final plat. This procedure is in conformance
with Section 10.02.04 F.2 of the Land Development Code.
The Development Review Division recommends that the final plat of Sutton Cay be approved for
recording.
FISCAL IMPACT: The project cost is $1,275,272.10 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $522,097.50
b) Drainage, Paving, Grading $753,174.60
The Security amount, equal to 110% of the
project cost, is $1,402,799.31
The County will realize revenues as follows:
Fund: Growth Management Planning Services Fund (131)
Agency: County Manager
Cost Center: Land Development Services (138327)
Revenue generated by this project: Total: $39,473.16
16.A.4
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07/10/2018
The Fees are based on a construction estimate of $1,275,272.10 and were paid in March 2018.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,215.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 3,915.73
c) Drainage, Paving, Grading
(.75% const. est.) $ 5,648.81
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $11,747.19
e) Drainage, Paving, Grading
(2.25% const. est.) $16,946.43
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public
Facilities (COA) prior to the issuance of the construction plan final approval letter and plat recordation,
except when the applicant elects to delay obtaining a COA for non-residential developments that are
required to obtain approval of a site development plan prior to the issuance of a building permit.
LEGAL CONSIDERATIONS: The applicant is requesting approval of the final subdivision plat and
construction and maintenance agreement. The Board shall consider the County Manager or designee’s
recommendation and shall take evidence and testimony in regard to the final subdivision plat
requirements identified in LDC sections 10.02.04 B, 10.02.04 C, and other provisions of the LDC, as well
as Chapter 177, Florida Statutes. If the Board denies or places conditions on the final subdivision plat, it
shall state reasons for such denial or conditions. In accordance with the LDC, the applicant is required to
submit the final subdivision plat to the County Manager or designee for recording within 18 months of the
date of approval of the final subdivision plat by the Board. However, following approva l by the Board,
but prior to recordation, the County Manager or designee may approve minor insubstantial changes to the
subdivision plat, and the Board may approve any changes that are not minor and insubstantial.
This item has been approved as to form and legality, and requires a majority vote for Board approval --
SAS
RECOMMENDATION: To endorse staff’s recommendation to approve the final plat of Sutton Cay
(Application Number PL20180000116) for recording with the following stipulations:
1. Approve the amount of $1,402,799.31 as performance security for the required improvements; or
such lesser amount based on work completed, and as is approved by the Growth Management
Department.
2. Approve the standard form Construction and Maintenance Agreement and direct the County Manager
or his designee:
a. To withhold Certificates of Occupancy until the required improvements have received
preliminary acceptance.
b. To delay recording of the plat until suitable security and an appropriate Construction and
Maintenance Agreement is approved and accepted by the County Attorney’s office and the
Board of County Commissioners or the County Manager or his designee on behalf of the
Board pursuant to Section 10.02.04 F.2 of the Land Development Code.
Prepared by: Lucia S. Martin, Technician, Development Review Division
16.A.4
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07/10/2018
ATTACHMENT(S)
1. Location Map (PDF)
2. Opinion of Probable Cost (PDF)
3. Plat Map (PDF)
16.A.4
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07/10/2018
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.4
Doc ID: 5860
Item Summary: This item requires that ex parte disclosure be provided by Commission members.
Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to
approve for recording the final plat of Sutton Cay, (Application Number PL20180000116) approval of the
standard form Construction and Maintenance Agreement and approval of the amount of the performance
security.
Meeting Date: 07/10/2018
Prepared by:
Title: Technician – Growth Management Development Review
Name: Lucia Martin
06/01/2018 4:32 PM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
06/01/2018 4:32 PM
Approved By:
Review:
Growth Management Operations & Regulatory Management Stephanie Amann Additional Reviewer Completed 06/01/2018 4:41 PM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 06/04/2018 10:21 AM
Growth Management Development Review Chris Scott Additional Reviewer Completed 06/04/2018 11:45 AM
Growth Management Department Judy Puig Level 1 Reviewer Completed 06/05/2018 3:02 PM
Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 06/07/2018 4:57 PM
Growth Management Department Matthew McLean Additional Reviewer Completed 06/08/2018 10:38 AM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 06/08/2018 1:02 PM
Growth Management Department Thaddeus Cohen Department Head Review Completed 06/08/2018 2:46 PM
Growth Management Department James C French Deputy Department Head Review Completed 06/13/2018 9:34 AM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 06/13/2018 9:44 AM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 06/19/2018 11:16 AM
Office of Management and Budget Allison Kearns Additional Reviewer Completed 06/23/2018 11:27 AM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 07/02/2018 9:16 AM
Board of County Commissioners MaryJo Brock Meeting Pending 07/10/2018 9:00 AM
16.A.4
Packet Pg. 502
SUTTON CAY
LOCATION MAP
16.A.4.a
Packet Pg. 503 Attachment: Location Map (5860 : Final Plat - Sutton Cay)
GENERAL 20,000.00$
EARTHWORK 13,500.00$
SANITARY SEWER 312,730.00$
POTABLE WATER & FIRE 209,367.50$
STORM DRAINAGE 394,086.00$
PAVING 294,988.60$
LANDSCAPING AND LIGHTING 30,600.00$
TOTAL 1,275,272.10$
Contingency (110%) of TOTAL 1,402,799.31$
UTILITY DOCUMENT REVIEW FEE 0.75% OF SEWER AND WATER ESTIMATE 3,915.73$
UTILITY INSPECTION FEE 2.25% OF SEWER AND WATER ESTIMATE 11,747.19$
UTILITY REVIEW FEES PAID 3,915.73$
UTILITY REVIEW FEES DUE 0.00$
PAVING GRADING DRAINAGE AND LIGHTING REVIEW FEE 0.75% OF ESTIMATE 5,648.81$
PAVING GRADING DRAINAGE AND LIGHTING INSPECTION FEE 2.25% OF ESTIMATE 16,946.43$
CONSTRUCTION REVIEW FEES PAID 5,543.39$
CONSTRUCTION REVIEW FEES DUE 105.42$
SUTTON CAY - REV02
PRELIMINARY OPINION OF PROBABLE COST
SUMMARY
5/24/2018 2:08 PM \\Robausrv-nas\elc\Shared\P\016-00-017 Sutton Cay\06_Constr Plans\OPC\Rev02\OPC
16.A.4.b
Packet Pg. 504 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
SUTTON CAY
Estimated By: PWB
Checked By: MWD
GENERAL
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Mobilization (Large Projects, $10.0 to $20.0 Million)LS 0 $25,000.00 -$
Mobilization (Large Projects, $2.5 to $10.0 Million)LS 0 10,000.00$ -$
Mobilization (Small Projects, $500,000 to $2.5 Million)LS 1 7,500.00$ 7,500.00$
Maintenance of Traffic (Varies, Depends on Type Project)LS 1 2,500.00$ 2,500.00$
Staked Silt Fence LF 0 1.25$ -$
Turbidity Barrier (Floating)LF 0 12.50$ -$
Clearing & Grubbing (Burn)AC 0 2,500.00$ -$
Clearing & Grubbing (Chip & Haul 0ff-Site)AC 0 3,400.00$ -$
Bridges (Canals, 30' 0r Less Using Con-Span Type)EA 0 475,000.00$ -$
Large Bridges (Based on SF of Deck @ $160.00 Per SF)EA 0 1,750,000.00$ -$
Construction Staking Total Project LS 1 $10,000.00 10,000.00$
General Subtotal 20,000.00$
PRELIMINARY OPINION OF PROBABLE COST
16.A.4.b
Packet Pg. 505 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
SUTTON CAY
Estimated By: PWB
Checked By: MWD
EARTHWORK
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Regular Excavation CY 0 2.00$ -$
Lake Excavation (Blasted Rock)CY 0 2.80$ -$
Embankment (From Regular & Lake Excavation CY 0 1.50$ -$
Includes Spread, Compact & Fine Grading)
Excavate, Stockpile for Rock Bury CY 0 1.50$ -$
Replace from Stockpile & Cover Rock Bury CY 0 1.25$ -$
Import Fill (compacted in-place)CY 0 9.75$ -$
Berm Construction LF 0 3.80$ -$
Swale Construction LF 0 2.50$ -$
Construction Entrance ( FDOT Stone Bed)EA 1 3,500.00$ 3,500.00$
Rip-Rap (12") w/ Fabric SY 0 60.00$ -$
Retaining Wall LF 0 100.00$ -$
Rock Blasting (Range $15,000/$75,000, Depends AC 0 45,000.00$ -$
on Thickness of Rock & Other Variables)
Gabions (standard size 6'x3'x3' filled w/ stone EA 0 210.00$ -$
and installed) (There are 10 different sizes)
Sod @ Berms SY 0 1.40$ -$
PRELIMINARY OPINION OF PROBABLE COST
16.A.4.b
Packet Pg. 506 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
NPDES Monitoring LS 1 10,000.00$ 10,000.00$
Earthwork Subtotal 13,500.00$
16.A.4.b
Packet Pg. 507 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
SUTTON CAY
Estimated By: PWB
Checked By: MWD
SANITARY SEWER
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
8" PVC Sanitary Sewer Main (0'-6' Depth)LF 1,341 24.00$ 32,184.00$
8" PVC Sanitary Sewer Main (6'-8' Depth)LF 844 35.00$ 29,540.00$
8" PVC Sanitary Sewer Main (8'-10' Depth)LF 1,042 42.00$ 43,764.00$
8" PVC Sanitary Sewer Main (10'-12 Depth)LF 330 56.00$ 18,480.00$
8" PVC Sanitary Sewer Main (12'-14' Depth)LF 0 72.00$ -$
8" PVC Sanitary Sewer Main (14'-16' Depth)LF 0 86.00$ -$
4' Diameter Manholes (0'-6' Depth)EA 5 3,800.00$ 19,000.00$
4' Diameter Manholes (6'-8' Depth)EA 6 4,600.00$ 27,600.00$
4' Diameter Manholes (8'-10' Depth)EA 7 5,500.00$ 38,500.00$
4' Diameter Manholes (10'-12' Depth)EA 2 6,400.00$ 12,800.00$
4' Diameter Manholes (12'-14' Depth)EA 1 7,800.00$ 7,800.00$
4' Diameter Manholes (14'-16' Depth)EA 0 9,000.00$ -$
Additional Cost, Drop Manhole for (6'-8' Depth)EA 0 1,000.00$ -$
Additional Cost, Drop Manhole for (10'-12' Depth)EA 0 1,300.00$ -$
Additional Cost, Drop Manhole for (12'-14')EA 0 1,800.00$ -$
PRELIMINARY OPINION OF PROBABLE COST
16.A.4.b
Packet Pg. 508 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
Additional Cost, Drop Manhole for (14'-16')EA 0 2,600.00$ -$
6" PVC Laterals LF 1,622 21.00$ 34,062.00$
6" Single Clean-out EA 15 500.00$ 7,500.00$
6" Double Clean-out EA 43 800.00$ 34,400.00$
Video Inspection LF 1 5,000.00$ 5,000.00$
Lift Station Average, (See Listing Below)EA 0 140,000.00$ -$
4' PVC Force Main (C-900, CL200, DR-18)LF 0 16.00$ -$
4' PVC Force Main (C-900, CL 200, DR-14)LF 0 18.00$ -$
6' PVC Force Main (C-900, CL 200, DR-18)LF 0 22.00$ -$
6" PVC Force Main (C-900, CL 200, DR-14)LF 0 26.00$ -$
8" PVC Force Main (C-900, CL 200, DR-18)LF 0 30.00$ -$
8" PVC Force Main (C-900, CL 200, DR-14)LF 0 32.00$ -$
Air Release Valves EA 0 1,200.00$ -$
8" Force Main Hot Tap EA 0 3,500.00$ -$
6" Force Main Hot Tap EA 0 3,100.00$ -$
4" Force Main Hot Tap EA 0 2,500.00$ -$
Directional Bore 4" Force Main, (12" Casing)LF 0 140.00$ -$
Directional Bore 6" Force Main, (12" Casing)LF 0 160.00$ -$
Directional Bore 8" Force Main, (16" Casing)LF 0 210.00$ -$
4" Plug Valve EA 0 1,000.00$ -$
6" Plug Valve EA 0 1,200.00$ -$
8" Plug Valve EA 0 1,500.00$ -$
16.A.4.b
Packet Pg. 509 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
10" Plug Valve EA 0 2,000.00$ -$
12" Plug Valve EA 0 2,600.00$ -$
Connect to Existing Manhole EA 1 2,100.00$ 2,100.00$
Sanitary Sewer Subtotal 312,730.00$
16.A.4.b
Packet Pg. 510 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
SUTTON CAY
Estimated By: PWB
Checked By: MWD
POTABLE WATER & FIRE
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
12" PVC Water Main (C-900, CL-200, DR-14)LF 0 32.00$ -$
12" PVC Water Main (C-900, CL-200, DR-18)LF 0 30.00$ -$
12" Gate Valve EA 0 2,800.00$ -$
12" x 24" Hot Tap EA 0 5,200.00$ -$
12" Backflow Preventer EA 0 12,000.00$ -$
12" Master Meter EA 0 17,500.00$ -$
Directional Bore 12" PVC w/ 24" Casing)LF 0 265.00$ -$
10" PVC Water Main (C-900, CL-200, DR-14)LF 0 28.00$ -$
10" PVC Water Main (C-900, CL-200, DR-18)LF 0 26.00$ -$
10" Gate Valve EA 0 2,300.00$ -$
10" Backflow Preventer EA 0 10,000.00$ -$
10" Master Meter EA 0 15,500.00$ -$
Directional Bore 10" PVC w/ 20" Casing)LF 0 245.00$ -$
8" PVC Water Main (C-900, CL-200, DR-14)LF 45 21.00$ 945.00$
8" PVC Water Main (C-900, CL-200, DR-18)LF 3,463 20.00$ 69,260.00$
PRELIMINARY OPINION OF PROBABLE COST
16.A.4.b
Packet Pg. 511 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
8" Gate Valve w/ Box EA 6 1,600.00$ 9,600.00$
8"x 12" Hot Tap EA 0 3,500.00$ -$
8" Backflow Preventer EA 0 8,000.00$ -$
Fire Hydrant Assembly EA 9 5,000.00$ 45,000.00$
Dead-End Hydrants EA 0 3,800.00$ -$
Blue RPM's EA 9 12.50$ 112.50$
Perm. Bact. Sample Point EA 2 1,850.00$ 3,700.00$
Temporary Blow-off & Bact. Sample Points EA 0 1,200.00$ -$
Air Release Valve EA 0 1,200.00$ -$
6" Backflow Preventer EA 0 20,000.00$ -$
6" Gate Valve w/ Box EA 0 1,200.00$ -$
6"x 12" Hot Tap EA 0 3,100.00$ -$
4" Gate Valve w/ Box EA 0 1,000.00$ -$
4" PVC Utility Sleeves LF 0 5.00$ -$
Double Service W/ Curb Stop EA 39 1,150.00$ 44,850.00$
Single Service W/ Curb Stop EA 23 1,100.00$ 25,300.00$
Temp. Gap Configuration EA 1 3,500.00$ 3,500.00$
Temp. Backflow Preventer EA 0 2,500.00$ -$
Automatic Flushing Device EA 1 $5,000.00 5,000.00$
Connect to Existing Water Main EA 1 2,100.00$ 2,100.00$
Aerial Canal Crossing (3-Piers)EA 0 45,000.00$ -$
Potable Water & Fire Station Subtotal 209,367.50$
16.A.4.b
Packet Pg. 512 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
SUTTON CAY
Estimated By: PWB
Checked By: MWD
STORM DRAINAGE
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Single Barrel 4' x 6' Box Culvert, Pre-Cast LF 0 430.00$ -$
Double Barrel 4' x 6' Box Culvert, Pre-Cast LF 0 880.00$ -$
Triple Barrel 4' x 6' Box Culvert, Pre-Cast LF 0 1,300.00$ -$
15" RCP LF 566 22.00$ 12,452.00$
18" RCP LF 44 32.00$ 1,408.00$
24" RCP LF 666 56.00$ 37,296.00$
30" RCP LF 1,585 68.00$ 107,780.00$
36" RCP LF 810 80.00$ 64,800.00$
42" RCP LF 0 95.00$ -$
48" RCP LF 0 120.00$ -$
54" RCP LF 0 170.00$ -$
12" HDPE LF 0 20.00$ -$
15" HDPE LF 0 24.00$ -$
18" HDPE LF 0 30.00$ -$
24" HDPE LF 0 40.00$ -$
PRELIMINARY OPINION OF PROBABLE COST
16.A.4.b
Packet Pg. 513 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
DBI FDOT - TYPE "C"EA 3 2,200.00$ 6,600.00$
DBI FDOT - TYPE "D"EA 2 2,800.00$ 5,600.00$
DBI FDOT - TYPE "G"EA 3 5,000.00$ 15,000.00$
Valley Gutter Inlet EA 18 4,000.00$ 72,000.00$
Junction Box EA 13 3,500.00$ 45,500.00$
Control Structure EA 0 5,500.00$ -$
Water Quality Structure EA 2 6,500.00$ 13,000.00$
Bubbler Grate w/ Rip-Rap EA 0 3,500.00$ -$
Curb Inlet (Base)EA 0 1,800.00$ -$
Grate Inlet, (FDOT Type J - 7 - less than 10')EA 0 4,800.00$ -$
Grate Inlet, Type "E"EA 0 2,400.00$ -$
12" Flared End Section EA 0 250.00$ -$
15" Flared End Section EA 0 350.00$ -$
18" Flared End Section EA 0 450.00$ -$
24" Flared End Section EA 1 650.00$ 650.00$
30" Flared End Section EA 5 1,000.00$ 5,000.00$
36" Flared End Section EA 2 1,500.00$ 3,000.00$
42" Flared End Section EA 0 2,000.00$ -$
48" Flared End Section EA 0 2,500.00$ -$
54" Flared End Section EA 0 3,000.00$ -$
15" Mitered End Section EA 0 1,500.00$ -$
18" Mitered End Section EA 0 1,800.00$ -$
16.A.4.b
Packet Pg. 514 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
24" Mitered End Section EA 0 2,400.00$ -$
30" Mitered End Section EA 0 3,000.00$ -$
36"Mitered End Section EA 0 3,600.00$ -$
42" Mitered End Section EA 0 4,200.00$ -$
48" Mitered End Section EA 0 4,800.00$ -$
54" Mitered Section EA 0 5,400.00$ -$
Tie Junction Box into Existing Pipe EA 2 2,000.00$ 4,000.00$
Storm Drainage Subtotal 394,086.00$
16.A.4.b
Packet Pg. 515 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
SUTTON CAY
Estimated By: PWB
Checked By: MWD
PAVING
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
3' Valley Crossing LF 0 22.00$ -$
2' Valley Gutter LF 7,465 8.50$ 63,452.50$
Type "A" Curb & Gutter LF 0 12.50$ -$
Type "E" Curb & Gutter LF 0 12.50$ -$
Type "F" Curb & Gutter LF 0 10.00$ -$
Type "D" Curb LF 0 8.50$ -$
3/4" Type S-111 Asphalt (2nd Lift)SY 8,378 4.10$ 34,349.80$
3/4" Type S-111 Asphalt (1st Lift)SY 8,378 3.80$ 31,836.40$
12" Stabilized Subgrade (LBR 40)SY 10,876 1.40$ 15,226.40$
8" Limerock Base (LBR 100)SY 0 5.35$ -$
6" Limerock Base (LBR 100) SY 8,378 4.50$ 37,701.00$
4" Limerock Base (LBR 100)SY 0 4.00$ -$
Signage & Pavement Marking LS 1 10,000.00$ 10,000.00$
Fine Grading (This Could Be Priced By SY Also) DA 0 1,000.00$ -$
Sod Strip Between Curb & Sidewalk SY 4,129 1.50$ 6,193.50$
PRELIMINARY OPINION OF PROBABLE COST
16.A.4.b
Packet Pg. 516 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
ADA Ramps & Detectable Warnings SF 210 24.00$ 5,040.00$
6' Wide Sidewalk (4" Thick Concrete)LS 0 5,000.00$ -$
5' Wide Sidewalk (4" Thick Concrete)LF 7,444 12.25$ 91,189.00$
2" Sand Cushion SY 0 0.54$ -$
Paving Subtotal $294,988.60
16.A.4.b
Packet Pg. 517 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
SUTTON CAY
Estimated By: PWB
Checked By: MWD
LANDSCAPING AND LIGHTING
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Lighting - Refer to OPC by Trebilcock LS 1 30,600.00$ 30,600.00$
Landscape and Lighting Subtotal $30,600.00
PRELIMINARY OPINION OF PROBABLE COST
16.A.4.b
Packet Pg. 518 Attachment: Opinion of Probable Cost (5860 : Final Plat - Sutton Cay)
ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
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16.A.4.c
Packet Pg. 519 Attachment: Plat Map (5860 : Final Plat - Sutton Cay)
ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
16.A.4.c
Packet Pg. 520 Attachment: Plat Map (5860 : Final Plat - Sutton Cay)
MATCHLINE SHEET 3
SHEET 4
MATCHLINE SHEET 3
SHEET 4
ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
16.A.4.c
Packet Pg. 521 Attachment: Plat Map (5860 : Final Plat - Sutton Cay)
MATCHLINE SHEET 3
SHEET 4
MATCHLINE SHEET 3
SHEET 4
ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
16.A.4.c
Packet Pg. 522 Attachment: Plat Map (5860 : Final Plat - Sutton Cay)