Agenda 09/26/2017 Item #16A1009/26/2017
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 Naples Reserve Circle, (Application Number PL20160000038) 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 t he final plat
of Naples Reserve Circle, 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 Naples Reserve
Circle. 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 Naples Reserve Circle be approved
for recording.
FISCAL IMPACT: The project cost is $2,360,977.25 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $ 948,226.00
b) Drainage, Paving, Grading $1,412,751.25
The Security amount, equal to 110% of the
project cost, is $2,597,074.98
The County will realize revenues as follows:
Fund: Growth Management Fund 131
Agency: County Manager
Cost Center: 138327 -- Land Development Services
Revenue generated by this project: Total: $74,273.32
16.A.10
Packet Pg. 615
09/26/2017
The Fees are based on a construction estimate of $2,360,977.25 and were paid in February, 2017.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 3,444.00
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 7,111.70
c) Drainage, Paving, Grading
(.75% const. est.) $ 10,595.63
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $ 21,335.09
e) Drainage, Paving, Grading
(2.25% const. est.) $ 31,786.90
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. 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 Naples Reserve
Circle (Application Number PL20160000038) for recording with the following stipulations:
1. Approve the amount of $2,597,074.98 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 Construc tion 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: John Houldsworth, Senior Site Plans Reviewer, Development Review Division
ATTACHMENT(S)
1. Location Map (PDF)
2. Opinion of Probable Cost (PDF)
3. Plat Map (PDF)
16.A.10
Packet Pg. 616
09/26/2017
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.10
Doc ID: 3580
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 Naples Reserve Circle, (Application Number PL20160000038)
approval of the standard form Construction and Maintenance Agreement and approval of the amount of
the performance security.
Meeting Date: 09/26/2017
Prepared by:
Title: Site Plans Reviewer, Senior – Growth Management Development Review
Name: John Houldsworth
08/08/2017 12:14 PM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
08/08/2017 12:14 PM
Approved By:
Review:
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 08/08/2017 1:57 PM
Growth Management Development Review Chris Scott Additional Reviewer Completed 08/14/2017 10:14 AM
Growth Management Department Matthew McLean Additional Reviewer Completed 08/14/2017 10:28 AM
Growth Management Department Judy Puig Level 1 Reviewer Completed 08/15/2017 8:55 AM
Growth Management Department James French Additional Reviewer Completed 08/15/2017 6:00 PM
Growth Management Department John Houldsworth Department Head Review Skipped 08/07/2017 8:29 AM
Growth Management Department John Houldsworth Additional Reviewer Skipped 08/16/2017 4:47 AM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 08/22/2017 12:05 PM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 08/22/2017 3:10 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 08/22/2017 3:18 PM
Budget and Management Office Mark Isackson Additional Reviewer Completed 08/23/2017 8:55 AM
County Manager's Office Leo E. Ochs Level 4 County Manager Review Completed 08/24/2017 4:07 PM
Board of County Commissioners Michael Cox Meeting Completed 09/12/2017 9:00 AM
16.A.10
Packet Pg. 617
16.A.10.a
Packet Pg. 618 Attachment: Location Map (3580 : Final Plat Naples
GENERAL 32,490.00$
EARTHWORK 31,458.70$
SANITARY SEWER 667,518.00$
POTABLE WATER & FIRE 280,708.00$
STORM DRAINAGE 388,476.00$
PAVING 642,726.55$
LANDSCAPE AND LIGHTING (TREBILCOCK)317,600.00$
TOTAL 2,360,977.25$
Contingency (110%) of TOTAL 2,597,074.98$
UTILITY DOCUMENT REVIEW FEE 0.75% OF SEWER AND WATER ESTIMATE 7,111.70$
UTILITY INSPECTION FEE 2.25% OF SEWER AND WATER ESTIMATE 21,335.09$
CONSTRUCTION REVIEW FEE 0.75% OF ESTIMATE 10,595.63$
CONSTRUCTION INSPECTION FEE 2.25% OF ESTIMATE 31,786.90$
UTILITY DOCUMENT REVIEW FEES PAID 8,475.23$
UTILITY DOCUMENT REVIEW FEES DUE -$
CONSTRUCTION REVIEW FEES PAID 10,222.25$
CONSTRUCTION REVIEW FEES DUE 373.38$
NAPLES RESERVE CIRCLE
PRELIMINARY OPINION OF PROBABLE COST
SUMMARY
5/19/2017 3:42 PM X:\Shared\P\015-00-014 NR Circle\07 C.C. PPL Prep\OPC\Rev02\OPC_NR_Circle
16.A.10.b
Packet Pg. 619 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
NAPLES RESERVE CIRCLE
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 3,472 1.25$ 4,340.00$
Turbidity Barrier (Floating)LF 252 12.50$ 3,150.00$
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 $15,000.00 15,000.00$
Wall LF 0 $25.00 -$
Fence LF 0 $12.50 -$
Aluminum Guardrail (FDOT Index #861)LF 240 $0.00 -$
Wood Handrail LF 81 $0.00 -$
General Subtotal 32,490.00$
PRELIMINARY OPINION OF PROBABLE COST
16.A.10.b
Packet Pg. 620 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
NAPLES RESERVE CIRCLE
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$ -$
Existing Lake To Be Filled-In CY 0 1.25$ -$
Import Fill (compacted in-place)CY 0 9.75$ -$
Detention Excavation CY 0 2.00$ -$
Swale Construction LF 2569 2.30$ 5,908.70$
Construction Entrance ( FDOT Stone Bed)EA 2 3,500.00$ 7,000.00$
Rip-Rap (12") w/ Fabric SY 210 55.00$ 11,550.00$
Berm Construction SF 0 3.90$ -$
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.10.b
Packet Pg. 621 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
NPDES Monitoring LS 1 7,000.00$ 7,000.00$
Earthwork Subtotal 31,458.70$
16.A.10.b
Packet Pg. 622 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
NAPLES RESERVE CIRCLE
Estimated By: PWB
Checked By: MWD
SANITARY SEWER
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
8" PVC Sanitary Sewer Main (0'-6' Depth)LF 0 24.00$ -$
8" PVC Sanitary Sewer Main (6'-8' Depth)LF 0 30.00$ -$
8" PVC Sanitary Sewer Main (8'-10' Depth)LF 0 42.00$ -$
8" PVC Sanitary Sewer Main (10'-12 Depth)LF 719 56.00$ 40,264.00$
8" PVC Sanitary Sewer Main (12'-14' Depth)LF 499 72.00$ 35,928.00$
8" PVC Sanitary Sewer Main (14'-16' Depth)LF 110 86.00$ 9,460.00$
4' Diameter Manholes (0'-6' Depth)EA 0 3,800.00$ -$
4' Diameter Manholes (6'-8' Depth)EA 0 4,600.00$ -$
4' Diameter Manholes (8'-10' Depth)EA 0 5,500.00$ -$
4' Diameter Manholes (10'-12' Depth)EA 6 6,400.00$ 38,400.00$
4' Diameter Manholes (12'-14' Depth)EA 4 7,800.00$ 31,200.00$
4' Diameter Manholes (14'-16' Depth)EA 3 9,000.00$ 27,000.00$
Additional Cost, Drop Manhole for (8'-10' 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$ -$
Additional Cost, Drop Manhole for (14'-16')EA 1 2,600.00$ 2,600.00$
PRELIMINARY OPINION OF PROBABLE COST
16.A.10.b
Packet Pg. 623 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
6" PVC Laterals LF 73 21.00$ 1,533.00$
6" Single Clean-out EA 1 225.00$ 225.00$
6" Double Clean-out EA 0 425.00$ -$
Video Inspection LS 1 3,000.00$ 3,000.00$
Lift Station EA 2 189,500.00$ 379,000.00$
2" PVC Force Main (C-900, CL 200, DR-18)LF 0 12.00$ -$
2" PVC Poly-Tubing LF 32 12.00$ 384.00$
2" PVC Force Main (C-900, CL 150, DR-18)LF 0 14.00$ -$
4" PVC Force Main (C-900, CL150, DR-18)LF 2,463 16.00$ 39,408.00$
4" PVC Force Main (C-900, CL 200, DR-14)LF 386 18.00$ 6,948.00$
6" PVC Force Main (C-900, CL 150, DR-18)LF 1,322 22.00$ 29,084.00$
6" PVC Force Main (C-900, CL 200, DR-14)LF 34 26.00$ 884.00$
8" PVC Force Main (C-900, CL 150, DR-18)LF 0 30.00$ -$
8" PVC Force Main (C-900, CL 200, DR-14)LF 0 32.00$ -$
Air Release Valves EA 4 1,200.00$ 4,800.00$
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 40 160.00$ 6,400.00$
Directional Bore 8" Force Main, (16" Casing)LF 0 210.00$ -$
16.A.10.b
Packet Pg. 624 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
4" Plug Valve EA 1 1,000.00$ 1,000.00$
6" Plug Valve EA 0 1,200.00$ -$
8" Plug Valve EA 0 600.00$ -$
10" Plug Valve EA 0 2,000.00$ -$
12" Plug Valve EA 0 2,600.00$ -$
Replace 8" Sanitary Sewer with 10" Sanitary Sewer LS 1 10,000.00$ 10,000.00$
Sanitary Sewer Subtotal 667,518.00$
Note :
For Trench Rock, Add To LF of Pipe Cost
Rock Thickness & Based on 4' Wide Rock Excavation
2' Thick Depth, Add $7.40
4' Thick Depth, Add $14.80
6' Thick Depth, Add $22.20
8' Thick Depth, Add $29.60
10'Thick Depth, Add $37.50
16.A.10.b
Packet Pg. 625 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
NAPLES RESERVE CIRCLE
Estimated By: PWB
Checked By: MWD
POTABLE WATER & FIRE
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
12" PVC Water Main (C-900, CL-200, DR-14)LF 0 32.00$ -$
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 454 28.00$ 12,712.00$
10" PVC Water Main (C-900, CL-150, DR-18)LF 5,907 26.00$ 153,582.00$
10" Ductile Iron Water Main LF 53 -$ -$
10" Gate Valve EA 13 2,300.00$ 29,900.00$
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-150, DR-18)LF 272 22.00$ 5,984.00$
8" PVC Water Main (C-900, CL-200, DR-14)LF 44 -$ -$
PRELIMINARY OPINION OF PROBABLE COST
16.A.10.b
Packet Pg. 626 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
6" PVC Water Main (C-900, CL-200, DR-14)LF 0 18.00$ -$
6" PVC Water Main (C-900, CL-150, DR-18)LF 0 16.00$ -$
8" Gate Valve w/ Box EA 6 1,400.00$ 8,400.00$
8"x 10" Hot Tap EA 0 3,500.00$ -$
8" Backflow Preventer EA 0 8,000.00$ -$
8" Master Meter EA 0 12,500.00$ -$
Fire Hydrant Assembly EA 12 3,600.00$ 43,200.00$
Dead-End Hydrants EA 0 3,800.00$ -$
Blue RPM's EA 12 12.50$ 150.00$
Perm. Bact. Sample Point EA 1 1,600.00$ 1,600.00$
Temporary Blow-off & Bact. Sample Points EA 6 1,200.00$ 7,200.00$
Air Release Valve EA 4 1,200.00$ 4,800.00$
6" Master Meter/Backflow Assembly EA 0 31,800.00$ -$
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$ -$
1" Water Service Line LF 0 9.50$ -$
3/4" Water Service Line LF 80 8.50$ 680.00$
3/4" Single Meter EA 2 400.00$ 800.00$
Temp. Gap Configuration EA 2 2,500.00$ 5,000.00$
16.A.10.b
Packet Pg. 627 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
Temp. Backflow Preventer EA 0 2,500.00$ -$
Automatic Flushing Device EA 0 $4,200.00 -$
Existing Automatic Flushing Device To Be Relocated EA 2 $1,250.00 2,500.00$
Connect to Existing Water Main EA 2 2,100.00$ 4,200.00$
Aerial Canal Crossing (3-Piers)EA 0 45,000.00$ -$
Potable Water & Fire Station Subtotal 280,708.00$
16.A.10.b
Packet Pg. 628 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
NAPLES RESERVE CIRCLE
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 2,920 22.00$ 64,240.00$
18" RCP LF 712 32.00$ 22,784.00$
24" RCP LF 639 56.00$ 35,784.00$
30" RCP LF 461 68.00$ 31,348.00$
36" RCP LF 154 80.00$ 12,320.00$
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$ -$
30" HDPE LF 0 52.00$ -$
PRELIMINARY OPINION OF PROBABLE COST
16.A.10.b
Packet Pg. 629 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
Valley Gutter Inlets EA 0 3,200.00$ -$
Curb Inlets (Base)EA 40 1,800.00$ 72,000.00$
Throat Inlets (Top)EA 40 2,500.00$ 100,000.00$
Junction Box (4'x4')EA 3 3,200.00$ 9,600.00$
Junction Box (5'x5')EA 0 3,800.00$ -$
Junction Box P-7 (greater than 10')EA 0 5,600.00$ -$
Junction Box J-7 (less than 10')EA 0 4,800.00$ -$
Junction Box J-7 (greater than 10')EA 0 6,600.00$ -$
Control Structure EA 0 5,500.00$ -$
Water Quality Structure EA 4 7,500.00$ 30,000.00$
Bubbler Grate w/ Rip-Rap EA 0 3,500.00$ -$
Grate Inlets EA 0 2,800.00$ -$
Grate Inlet, Type "A"EA 0 3,000.00$ -$
Grate Inlet, Type "B"EA 0 3,200.00$ -$
Grate Inlet, (FDOT) Type "C"EA 2 2,200.00$ 4,400.00$
Grate Inlet, (FDOT) Type "D"EA 0 2,800.00$ -$
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 0 650.00$ -$
16.A.10.b
Packet Pg. 630 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
30" Flared End Section EA 2 1,000.00$ 2,000.00$
36" Flared End Section EA 0 1,500.00$ -$
42" Flared End Section EA 0 600.00$ -$
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$ -$
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$ -$
Yard Drain EA 0 1,200.00$ -$
Connect to Existing Storm Structure EA 2 2,000.00$ 4,000.00$
Storm Drainage Subtotal 388,476.00$
16.A.10.b
Packet Pg. 631 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
NAPLES RESERVE CIRCLE
Estimated By: PWB
Checked By: MWD
PAVING
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
12" Concrete Ribbon Curb LF 464 24.00$ 11,136.00$
2' Valley Gutter LF 659 9.00$ 5,931.00$
Type "A" Curb & Gutter LF 436 12.50$ 5,450.00$
Type "E" Curb & Gutter LF 0 12.50$ -$
Type "F" Curb & Gutter LF 10,999 10.00$ 109,990.00$
Type "D" Curb LF 340 8.50$ 2,890.00$
3/4" Type S-111 Asphalt (2nd Lift)SY 14,492 4.10$ 59,417.20$
3/4" Type S-111 Asphalt (1st Lift)SY 14,492 3.80$ 55,069.60$
12" Stabilized Subgrade (LBR 40)SY 19,924 1.40$ 27,893.60$
8" Limerock Base (LBR 100)SY 14,759 5.35$ 78,960.65$
6" Limerock Base (LBR 100) SY 0 4.50$ -$
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 6,835 1.50$ 10,252.50$
ADA Ramps & Detectable Warnings SF 2,086 24.00$ 50,064.00$
PRELIMINARY OPINION OF PROBABLE COST
16.A.10.b
Packet Pg. 632 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
10' Wide Sidewalk (6" Thick Concrete)LF 5,080 20.00$ 101,600.00$
Sidewalk (6" Thick Concrete)SY 534 18.00$ 9,612.00$
3' Valley Crossing LF 0 22.00$ -$
Miscellaneous curb LF 0 16.25$ -$
Saw-cut & Match Existing Pavement LS 2 1,500.00$ 3,000.00$
Transition Curb LF 60 -$ -$
Drop Curb LF 54 13.00$ 702.00$
Paver Bricks SF 16,793 6.00$ 100,758.00$
Driveway for Lift Station SF 1,405 -$ -$
Paving Subtotal $642,726.55
16.A.10.b
Packet Pg. 633 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
NAPLES RESERVE CIRCLE
Estimated By: PWB
Checked By: MWD
LANDSCAPING
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Lighting - Refer to OPC by Trebilcock Solutions LS 1 317,600.00$ 317,600.00$
Landscape and Lighting Subtotal $317,600.00
PRELIMINARY OPINION OF PROBABLE COST
16.A.10.b
Packet Pg. 634 Attachment: Opinion of Probable Cost (3580 : Final Plat Naples Reserve Circle)
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.10.c
Packet Pg. 635 Attachment: Plat Map (3580 : Final Plat Naples Reserve Circle)
NAPLES
RESERVE
PHASE I
TRACT L23TRACT
OS1
NAPLES RESERVE
ISLAND CLUB
TRACT L24
P.B. 58, PG. 19-21
NAPLES RESERVE
PHASE I, TRACT P2
UNPLATTED UNPLATTED
UNPLATTEDNAPLES RESERVE
PHASE I
NAPLES RESERVE CIRCLE
TRACT R1 - P.B. 53, PG. 89-101WINDING CYPRESS PHASE 2TRACT B (LAKE, AE & DE) P.B. 60 PG. 73-84CORAL HARBOR PHASE I
TRACT L2
CORAL HARBOR PHASE I
TRACT REC3
TRACT
REC2 TRACT OS1CORAL HARBOR PHASE I
TRACT L1
P.B.61 , PG. 67-72
NOT A PART OF THIS PLAT
CORAL HARBOR
PHASE I, TRACT
OS2
PARROT CAY
P.B. 58, PG. 75-78
CORAL HARBOR PHASE I
NAPLES RESERVE CIRCLE
TACT R1
EDGEWATER DRIVE
EDGEWATER CIRCLECHARTHOUS
E
C
I
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C
L
E
NAUTICA COURT
NAPLE
S
RE
SE
RVE
P
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ASE II
P.B.
5
6,
P
G.
20-3
8
TRACT OS1
NAP
L
E
S
R
E
S
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R
V
E
C
I
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DOCKSIDE LANE
SPINNAKER WAYREGATTA LANETR
O
P
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A
L
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R
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TOPSAIL DRIVECHARTHOUSE COURTTRACT REC1
ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
16.A.10.c
Packet Pg. 636 Attachment: Plat Map (3580 : Final Plat Naples Reserve Circle)
UNPLATTED
SHEET 5
SHEET 3 SHEET 4SHEET 3SHEET 4SHEET 3CHARTHOUS
E
C
I
R
C
L
E
PARROT CAY
P.B. 58, PG. 75-78WINDING CYPRESS PHASE 2TRACT B (LAKE, AE & DE) P.B. 60 PG. 73-84UNPLATTED
SHEET 5
SHEET 3 SHEET 4SHEET 3SHEET 4SHEET 3CHARTHOUS
E
C
I
R
C
L
E
PARROT CAY
P.B. 58, PG. 75-78WINDING CYPRESS PHASE 2TRACT B (LAKE, AE & DE) P.B. 60 PG. 73-84ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
SHEET 6
SHEET 4
NAPLES RESERVE
ISLAND CLUB
TRACT L24
P.B. 58, PG. 19-21
16.A.10.c
Packet Pg. 637 Attachment: Plat Map (3580 : Final Plat Naples Reserve Circle)
UNPLATTED
UNPLATTEDSHEET 4SHEET 3SHEET 4SHEET 3CORAL HARBOR PHASE I
TRACT OS1 - AE, DE & IECORAL HARBOR PHASE I
TRACT L1 - LAKE, DE
P.B. 61, PG. 67-72
NOT A PART OF THIS PLAT UNPLATTEDSHEET 4SHEET 3CORAL HARBOR PHASE I
TRACT L2 - LAKE, DE
P.B. 61, PG. 67-72
TRACT OS1 - AE, DE & IECORAL HARBOR PHASE I
TRACT L1 - LAKE, DE
P.B. 61, PG. 67-72
NOT A PART OF THIS PLAT
ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
NAPLES RESERVE
ISLAND CLUB
TRACT L24
P.B. 58, PG. 19-21
SHE
E
T
6
SHE
E
T
4
SHEET 6SHEET 416.A.10.c
Packet Pg. 638 Attachment: Plat Map (3580 : Final Plat Naples Reserve Circle)
NAPLES RESERVE
PHASE I
TRACT L23 - LAKE, DE
P.B. 53, PG. 89-101
NAPLES RESERVE PHASE I
TRACT OS1, OPEN SPACE, COMMON
AREA, AE & LBE
P.B. 53, PG. 89-101
NAPLES RESERVE
PHASE II
TRACT OS1 - AE, DE
P.B. 56, PG. 20-38NAPLES RESERVE
PHASE I
TRACT P2 - PRESERVE, CE
P.B. 53, PG. 89-101
NAPLES RESERVE
PHASE I
NAPLES RESERVE CIRCLE
TRACT R1 (R/W, AE, DE, CUE & PUE)
P.B. 53, PG. 89-101
SHEET 5
SHEET 3
WINDING CYPRESS PHASE 2TRACT B (LAKE, AE & DE) P.B. 60 PG. 73-84NAPLES RESERVE
PHASE I
TRACT L23 - LAKE, DE
P.B. 53, PG. 89-101
NAPLES RESERVE PHASE I
TRACT OS1, OPEN SPACE, COMMON
AREA, AE & LBE
P.B. 53, PG. 89-101
NAPLES RESERVE
PHASE II
TRACT OS1 - AE, DE
P.B. 56, PG. 20-38NAPLES RESERVE
PHASE I
TRACT P2 - PRESERVE, CE
P.B. 53, PG. 89-101
NAPLES RESERVE
PHASE I
NAPLES RESERVE CIRCLE
TRACT R1 (R/W, AE, DE, CUE & PUE)
P.B. 53, PG. 89-101
SHEET 5
SHEET 3
WINDING CYPRESS PHASE 2TRACT B (LAKE, AE & DE) P.B. 60 PG. 73-84ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
PARROT CAY
16.A.10.c
Packet Pg. 639 Attachment: Plat Map (3580 : Final Plat Naples Reserve Circle)
NAPLES RESERVE ISLAND CLUB
TRACT L24 - LAKE, DE
P.B. 58, PG. 19-21SHEET 4SHEET 3CORAL HARBOR PHASE I
TRACT REC3 - AE, DE & IE
P.B. 61, PG. 67-72
CORAL HARBOR PHASE I
TRACT REC2 - AE, DE, IE
P.B. 61, PG. 67-72
CORAL HARBOR PHASE I
TRACT L1 - LAKE, DE
P.B. 61, PG. 67-72
NOT A PART OF THIS PLAT
CORAL HARBOR PHASE I
TRACT OS2 - AE, DE & IE
NOT A PART OF THIS PLATSHEET 4SHEET 3CORAL HARBOR PHASE I
TRACT L1 - LAKE, DE
ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
S
H
E
E
T
6
S
H
E
E
T
4
16.A.10.c
Packet Pg. 640 Attachment: Plat Map (3580 : Final Plat Naples Reserve Circle)