Agenda 02/13/2018 Item #16A 402/13/2018
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 Naples Reserve, Phase III, (Application Number
PL20170002678) 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 Naples Reserve, Phase III, 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, Phase
III. These documents are in compliance with the County Land Development Code (LDC) 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 LDC.
Staff recommends that the final plat of Naples Reserve, Phase III be approved for recording.
FISCAL IMPACT: The project cost is $2,068,402.20 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $ 847,510.50
b) Drainage, Paving, Grading $1,220,891.70
The Security amount, equal to 110% of the
project cost, is $2,275,242.42
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: $63,387.07
16.A.4
Packet Pg. 335
02/13/2018
The Fees are based on a construction estimate of $2,068,402.20 and were paid in October and December,
2017.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,335
b) Construction Drawing Review Fee
Water & Sewer (.75% const. est.) $ 6,356.33
c) Drainage, Paving, Grading
(.75% const. est.) $ 9,156.69
d) Construction Inspection Fee
Water & Sewer (2.25% const. est.) $19,068.99
e) Drainage, Paving, Grading
(2.25% const. est.) $27,470.06
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, Phase III (Application Number PL20170002678) for recording with the following
stipulations:
1. To approve the amount of $2,275,242.42 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. To 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: John Houldsworth, Senior Site Plans Reviewer, Development Review Division
ATTACHMENT(S)
1. Location Map (PDF)
2. Plat Map (PDF)
3. Opinion of Probable Cost (PDF)
16.A.4
Packet Pg. 336
02/13/2018
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.4
Doc ID: 4478
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, Phase III, (Application Number PL20170 002678)
approval of the standard form Construction and Maintenance Agreement and approval of the amount of
the performance security.
Meeting Date: 02/13/2018
Prepared by:
Title: Technician – Growth Management Development Review
Name: Lucia Martin
01/02/2018 11:43 AM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
01/02/2018 11:43 AM
Approved By:
Review:
Growth Management Development Review John Houldsworth Additional Reviewer Completed 01/02/2018 12:20 PM
Growth Management Operations & Regulatory Management Stephanie Amann Additional Reviewer Completed 01/03/2018 5:00 PM
Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 01/04/2018 11:07 AM
Growth Management Department Jeanne Marcella Level 1 Reviewer Completed 01/04/2018 3:23 PM
Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 01/05/2018 7:25 AM
Growth Management Development Review Chris Scott Additional Reviewer Completed 01/08/2018 8:36 AM
Growth Management Department Matthew McLean Additional Reviewer Completed 01/11/2018 9:37 AM
Growth Management Department James French Deputy Department Head Review Completed 01/12/2018 10:21 AM
Growth Management Department Thaddeus Cohen Department Head Review Completed 01/17/2018 5:02 PM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 01/23/2018 4:04 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 01/24/2018 9:01 AM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 01/24/2018 10:23 AM
Budget and Management Office Mark Isackson Additional Reviewer Completed 01/26/2018 9:21 AM
County Manager's Office Leo E. Ochs Level 4 County Manager Review Completed 01/31/2018 11:19 AM
Board of County Commissioners MaryJo Brock Meeting Pending 02/13/2018 9:00 AM
16.A.4
Packet Pg. 337
NAPLES RESERVE PHASE III
16.A.4.a
Packet Pg. 338 Attachment: Location Map (4478 : Final Plat - Naples Reserve, Phase III)
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.b
Packet Pg. 339 Attachment: Plat Map (4478 : Final Plat - Naples Reserve, Phase III)
ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
16.A.4.b
Packet Pg. 340 Attachment: Plat Map (4478 : Final Plat - Naples Reserve, Phase III)
ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
16.A.4.b
Packet Pg. 341 Attachment: Plat Map (4478 : Final Plat - Naples Reserve, Phase III)
ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
16.A.4.b
Packet Pg. 342 Attachment: Plat Map (4478 : Final Plat - Naples Reserve, Phase III)
TRACT R1 - R/W, AE, DE, CUE & PUE, P.B. __, PG. ______ENGINEERS PLANNERS SURVEYORS
MONTESHOLE
950 Encore Way
Naples, FL. 34110
Phone: (239) 254-2000
Florida Certificate of
Authorization No.1772
16.A.4.b
Packet Pg. 343 Attachment: Plat Map (4478 : Final Plat - Naples Reserve, Phase III)
GENERAL 20,000.00$
EARTHWORK 17,000.00$
SANITARY SEWER 536,485.00$
POTABLE WATER & FIRE 311,025.50$
STORM DRAINAGE 520,426.00$
PAVING 607,665.70$
LANDSCAPING AND LIGHTING 55,800.00$
TOTAL 2,068,402.20$
Contingency (110%) of TOTAL 2,275,242.42$
UTILITY DOCUMENT REVIEW FEE 0.75% OF SEWER AND WATER ESTIMATE 6,356.33$
UTILITY INSPECTION FEE 2.25% OF SEWER AND WATER ESTIMATE 19,068.99$
UTILITY REVIEW FEES PAID 6,356.33$
UTILITY REVIEW FEES DUE (0.00)$
PAVING GRADING DRAINAGE AND LIGHTING REVIEW FEE 0.75% OF ESTIMATE 9,156.69$
PAVING GRADING DRAINAGE AND LIGHTING INSPECTION FEE 2.25% OF ESTIMATE 27,470.06$
CONSTRUCTION REVIEW FEES PAID 8,881.68$
CONSTRUCTION REVIEW FEES DUE 275.01$
NAPLES RESERVE PHASE III - REV01
PRELIMINARY OPINION OF PROBABLE COST
SUMMARY
11/8/2017 11:31 AM X:\Shared\P\017-00-013 NR Half Moon Point & Canoe Landing\04_Construction_Plans\Rev_01\OPC\OPC
16.A.4.c
Packet Pg. 344 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
NAPLES RESERVE PHASE III
Estimated By: KAM
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.c
Packet Pg. 345 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
NAPLES RESERVE PHASE III
Estimated By: KAM
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 2 3,500.00$ 7,000.00$
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.c
Packet Pg. 346 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
NPDES Monitoring LS 1 10,000.00$ 10,000.00$
Earthwork Subtotal 17,000.00$
16.A.4.c
Packet Pg. 347 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
NAPLES RESERVE PHASE III
Estimated By: KAM
Checked By: MWD
SANITARY SEWER
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
8" PVC Sanitary Sewer Main (0'-6' Depth)LF 2,639 24.00$ 63,336.00$
8" PVC Sanitary Sewer Main (6'-8' Depth)LF 1,843 35.00$ 64,505.00$
8" PVC Sanitary Sewer Main (8'-10' Depth)LF 1,499 42.00$ 62,958.00$
8" PVC Sanitary Sewer Main (10'-12 Depth)LF 685 56.00$ 38,360.00$
8" PVC Sanitary Sewer Main (12'-14' Depth)LF 142 72.00$ 10,224.00$
8" PVC Sanitary Sewer Main (14'-16' Depth)LF 0 86.00$ -$
4' Diameter Manholes (0'-6' Depth)EA 20 3,800.00$ 76,000.00$
4' Diameter Manholes (6'-8' Depth)EA 4 4,600.00$ 18,400.00$
4' Diameter Manholes (8'-10' Depth)EA 6 5,500.00$ 33,000.00$
4' Diameter Manholes (10'-12' Depth)EA 2 6,400.00$ 12,800.00$
4' Diameter Manholes (12'-14' Depth)EA 0 7,800.00$ -$
4' Diameter Manholes (14'-16' Depth)EA 0 9,000.00$ -$
Additional Cost, Drop Manhole for (6'-8' Depth)EA 1 1,000.00$ 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.c
Packet Pg. 348 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
Additional Cost, Drop Manhole for (14'-16')EA 0 2,600.00$ -$
6" PVC Laterals LF 3,162 21.00$ 66,402.00$
6" Single Clean-out EA 31 500.00$ 15,500.00$
6" Double Clean-out EA 81 800.00$ 64,800.00$
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.c
Packet Pg. 349 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
10" Plug Valve EA 0 2,000.00$ -$
12" Plug Valve EA 0 2,600.00$ -$
Connect to Existing Manhole EA 2 2,100.00$ 4,200.00$
Sanitary Sewer Subtotal 536,485.00$
16.A.4.c
Packet Pg. 350 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
NAPLES RESERVE PHASE III
Estimated By: KAM
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 133 21.00$ 2,793.00$
8" PVC Water Main (C-900, CL-200, DR-18)LF 6,581 20.00$ 131,620.00$
PRELIMINARY OPINION OF PROBABLE COST
16.A.4.c
Packet Pg. 351 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
8" Gate Valve w/ Box EA 12 1,600.00$ 19,200.00$
8"x 12" Hot Tap EA 0 3,500.00$ -$
8" Backflow Preventer EA 0 8,000.00$ -$
Fire Hydrant Assembly EA 17 5,000.00$ 85,000.00$
Dead-End Hydrants EA 0 3,800.00$ -$
Blue RPM's EA 17 12.50$ 212.50$
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 6,000.00$ -$
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 24 1,150.00$ 27,600.00$
Single Service W/ Curb Stop EA 16 1,100.00$ 17,600.00$
1 1/2" Water Service Line LF 0 8.50$ -$
1 1/2" Double Meter EA 0 800.00$ -$
1 1/2" Single Meter EA 0 400.00$ -$
Temp. Gap Configuration EA 2 3,500.00$ 7,000.00$
Temp. Backflow Preventer EA 0 2,500.00$ -$
Automatic Flushing Device EA 2 $5,000.00 10,000.00$
16.A.4.c
Packet Pg. 352 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
Connect to Existing Water Main EA 3 2,100.00$ 6,300.00$
Aerial Canal Crossing (3-Piers)EA 0 45,000.00$ -$
Potable Water & Fire Station Subtotal 311,025.50$
16.A.4.c
Packet Pg. 353 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
NAPLES RESERVE PHASE III
Estimated By: KAM
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 2,093 22.00$ 46,046.00$
18" RCP LF 1,236 32.00$ 39,552.00$
24" RCP LF 2,232 56.00$ 124,992.00$
30" RCP LF 397 68.00$ 26,996.00$
36" RCP LF 688 80.00$ 55,040.00$
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.c
Packet Pg. 354 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
30" HDPE LF 0 52.00$ -$
3' x 4' Valley Gutter Inlets EA 31 3,200.00$ 99,200.00$
3' x 4.5' Valley Gutter Inlets EA 5 3,400.00$ 17,000.00$
4' x 4' Valley Gutter Inlets EA 3 3,800.00$ 11,400.00$
4.5' x 4.5' Valley Gutter Inlets EA 1 4,100.00$ 4,100.00$
Junction Box (FDOT Type "C")EA 10 3,200.00$ 32,000.00$
Junction Box (FDOT Type "D")EA 4 3,800.00$ 15,200.00$
Junction Box P-7 (greater than 10')EA 0 5,600.00$ -$
Junction Box (FDOT 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 0 6,500.00$ -$
Bubbler Grate w/ Rip-Rap EA 0 3,500.00$ -$
Grate Inlet (FDOT Type "C")EA 14 2,200.00$ 30,800.00$
Grate Inlet (FDOT Type "D")EA 2 2,800.00$ 5,600.00$
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 3 450.00$ 1,350.00$
24" Flared End Section EA 11 650.00$ 7,150.00$
16.A.4.c
Packet Pg. 355 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
30" Flared End Section EA 1 1,000.00$ 1,000.00$
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$ -$
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$ -$
Storm Drainage Subtotal 520,426.00$
16.A.4.c
Packet Pg. 356 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
NAPLES RESERVE PHASE III
Estimated By: KAM
Checked By: MWD
PAVING
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
3' Valley Crossing LF 867 22.00$ 19,074.00$
2' Valley Gutter LF 14,171 8.50$ 120,453.50$
Type "A" Curb & Gutter LF 475 12.50$ 5,937.50$
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 17,733 4.10$ 72,705.30$
3/4" Type S-111 Asphalt (1st Lift)SY 17,773 3.80$ 67,537.40$
12" Stabilized Subgrade (LBR 40)SY 23,940 1.40$ 33,516.00$
8" Limerock Base (LBR 100)SY 0 5.35$ -$
6" Limerock Base (LBR 100) SY 17,733 4.50$ 79,798.50$
4" Limerock Base (LBR 100)SY 0 4.00$ -$
Signage & Pavement Marking Per Mile LS 1 10,000.00$ 10,000.00$
Fine Grading (This Could Be Priced By SY Also) DA 0 1,000.00$ -$
4' Sod Strip Between Curb & Sidewalk SY 6,217 1.50$ 9,325.50$
PRELIMINARY OPINION OF PROBABLE COST
16.A.4.c
Packet Pg. 357 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
ADA Ramps & Detectable Warnings SF 771 24.00$ 18,504.00$
6' Wide Sidewalk (4" Thick Concrete)LS 0 5,000.00$ -$
5' Wide Sidewalk (4" Thick Concrete)LF 13,944 12.25$ 170,814.00$
2" Sand Cushion SY 0 0.54$ -$
Paving Subtotal $607,665.70
16.A.4.c
Packet Pg. 358 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)
NAPLES RESERVE PHASE III
Estimated By: KAM
Checked By: MWD
LANDSCAPING
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Halfmoon Point Lighting - Refer to OPC by Trebilcock LS 1 34,200.00$ 34,200.00$
Canoe Landing Lighting - Refer to OPC by Trebilcock LS 1 21,600.00$ 21,600.00$
Landscape and Lighting Subtotal $55,800.00
PRELIMINARY OPINION OF PROBABLE COST
16.A.4.c
Packet Pg. 359 Attachment: Opinion of Probable Cost (4478 : Final Plat - Naples Reserve, Phase III)