Agenda 05/24/2016 Item #16A12 5/24/2016 16.A.12.
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 Coquina at Maple Ridge — Phase 2 and 3, (Application Number
PL20150002721) 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 Coquina at Maple Ridge—Phase 2 and 3, a subdivision of lands located in Sections
4, 5, 8, and 9, Township 48 South, Range 29 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 has completed the review of the
construction drawings, specifications, and final plat of Coquina at Maple Ridge—Phase 2 and 3.
These documents are in compliance with the County Land Development Code and Chapter 177,
Florida Statutes. This project is within the Town of Ave Maria, Resolution 2005-235. 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.
Staff recommends that the final plat of Coquina at Maple Ridge—Phases 2 and 3 be approved for
recording.
FISCAL IMPACT: The project cost is $985,320.16 (estimated) to be borne by the
developer.
The cost breakdown is as follows:
a) Water& Sewer $343,911.48
b) Drainage, Paving, Grading $641,408.68
The Security amount, equal to 110% of the
project cost, is $1,083,852.18
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: $20,372.27
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5/24/2016 16.A.12.
The Fees are based on a construction estimate of$641,408.68 (does not include Ave Maria
Utilities) and were paid in March, 2016.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,130.00
b) Construction Drawing Review Fee
Water& Sewer(.75% const. est.) n/a
c) Drainage, Paving, Grading
(.75% const. est.) $4,810.57
d) Construction Inspection Fee
Water& Sewer(2.25% const. est.) n/a
e) Drainage, Paving, Grading
(2.25% const. est.) $14,431.70
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: This item has been approved as to form and legality, and
requires a majority vote for Board approval. - SAS
RECOMMENDATION: To approve the final plat of Coquina at Maple Ridge — Phase 2 and 3
(Application Number PL20150002721) for recording with the following stipulations:
1. To approve the amount of $1,083,852.18 as performance security for the required
improvements; or such lesser amount based on work completed, and as is approved by the
Growth Management Depaitment.
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,
Growth Management Department
Attachments:
1) Location Map
2) Plat Map
3) Opinion of Probable Cost
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5/24/2016 16.A.12.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.12.
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 Coquina at Maple Ridge- Phase 2
and 3, (Application Number PL20150002721) approval of the standard form Construction and
Maintenance Agreement and approval of the amount of the performance security.
Meeting Date: 5/24/2016
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior,Development Review
4/21/2016 5:43:51 AM
Approved By
Name: PuigJudy
Title: Operations Analyst,Operations&Regulatory Management
Date:4/21/2016 8:55:21 AM
Name: PuigJudy
Title: Operations Analyst,Operations&Regulatory Management
Date:4/21/2016 8:55:57 AM
Name: McLeanMatthew
Title: Project Manager,Principal,Development Review
Date: 4/21/2016 9:09:14 AM
Name: MarcellaJeanne
Title: Executive Secretary,Transportation Administration
Date:4/21/2016 1:44:46 PM
Name: FrenchJames
Title:Deputy Department Head-GMD, Growth Management Department
Date: 4/24/2016 4:54:33 PM
Name: StoneScott
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5/24/2016 16.A.12.
Title:Assistant County Attorney, CAO Land Use/Transportation
Date: 5/4/2016 2:47:29 PM
Name: KlatzkowJeff
Title: County Attorney,
Date: 5/9/2016 11:14:38 AM
Name: IsacksonMark
Title: Division Director-Corp Fin&Mgmt Svc, Office of Management&Budget
Date: 5/13/2016 9:05:56 AM
Name: CasalanguidaNick
Title:Deputy County Manager,County Managers Office
Date: 5/15/2016 9:06:11 PM
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5/24/2016 16.A.12.
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Packet Page -392-
5/24/2016 16.A.12.
t:ra,,,,co,,,,_,?' Project: Coquina Phase 2 OPC
1 i Task: Engineer's OPC for Fee Calc
, Prepared By: CW Date: 3/3/2016
, `,t £. _ "i ..t 4; Checked By: DJH Date: 3/3/2016
PHASE 2
CONTINGENCY
Calculation Summary SUB-TOTAL PERCENT DOLLAR TOTAL
EARTHWORK $ 71,727.50 10% $ 7,172.75 $ 78,900.25
PAVING $ 218,946.80 10% $ 21,894.68 $ 240,841.48
DRAINAGE $ 129,144.00 10% $ 12,914.40 $ 142,058.40
POTABLE WATER $ 112,642.60 10% $ 11,264.26 $ 123,906.86
SANITARY SEWER $ 200,004.20 10% $ 20,000.42 $ 220,004.62
IRRIGATION $ 81,555.50 10% $ 8,155.55 $ 89,711.05
LANDSCAPE AND LIGHTING $ 81,725.00 10% $ 8,172.50 $ 89,897.50
Total Probable Construction Cost: $ 895,745.60 10% $ 89,574.56 $ 985,320.16
Collier County PPL
100%Construction Bond: $ 641,408.68
10%Maintenance Bond: $ 64,140.87
Total Bond Amount: $ 705,549.55
AMUC
100%Construction Bond: $ 343,911.48
10%Maintenance Bond: $ 34,391.15
Total Bond Amount: $ 378,302.63
NOTES:
1) This Opinion of Probable Cost shall be used for Fee Calculation and Bonding Purposes Only.
2)This Opinion of Probable Cost is based on Peninsula Engineering's understanding of the current rules,regulations,ordinances,and construction costs in effect
on the date of this document.Interpretations of these construction costs may affect this Opinion of Probable Cost,and may require adjustments to delete,
decrease,or increase portions of this Opinion of Probable Cost.
3) All costs provided in this OPC are based on recent contract prices,or the Engineers'latest known unit costs.These costs cannot be guaranteed at this time due
to unpredictable and uncontrollable increases in the cost of concrete,petroleum,or the availability of materials and labor.
4) This cost estimate does not include the cost of any building construction. � ,,...:00...‘110ti j tpfy¢ r,/, �`
.. . (II�• tJj fii
5)This cost estimate assumes dry utilities(LCEC,cable,telephone)will be installed at no-cost to the developer. , -, pf 1^,e�„+"rW
s.
6) Due to the preliminary nature of the project,this cost estimate includes a 10%contingency in each section. tk ▪ 60727
7) Bonding for lake excavation provided in separate bond,with the lake excavation permit. t• *
,. Z'
e;
fi4 le*:.- 2I
c .urst,P.E.
"91gIttrt egi tion 460727
Peninsula Engineering
Certificate of Authorization#28275
P:Aclive_Projects1P-CCAM-0081001 Coquina_Phase2_PPL\Design_Permit\OPC's\tfeeB Ic\DRAFT_Coquina_Ph2_0PC-FeeCalc.xlsx
Packet Page -393-
5/24/2016 16.A.12.
Project: Coquina Phase 2 OPC
Task: Engineer's OPC for Fee Calc
Prepared By: CW Date: 3/3/2016
Checked By: DJH Date: 3/3/2016
EARTHWORK
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
EROSION CONTROL(TURBIDITY BARRIER,INLET
EW-1 PROTECTION,SEED AND MULCH) 7,000 LF $ 1.00 $ 7,000.00
EMBANKMENT-EXCESS TO FUTURE DEVELOPMENT
EW-2 AREA/STOCKPILE 49,730CY $ 1.10 $ 54,703.00
EW-3 EMBANKMENT(COMPACTED IN-PLACE) 5,483 CY $ 1.50 $ 8,224.50
EW-4 NDPES MAINTENANCE 3 MONTH $ 600.00 $ 1,800.00
$
$
SUB-TOTAL EARTHWORK= $ 71,727.50
10%CONTINGENCY= $ 7,172.75
TOTAL EARTHWORK= $ 78,900.25
P:1Active_Projects\P-CCAM-008\001_Coquina_Phase2_PPL\Designoftrmit\OPC'sWeeCalc\DRAFT_Coquina_Ph2_OPC-FeeCalc.xlsx
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5/24/2016 16.A.12.
Project: Coquina Phase 2 OPC
Task: Engineer's OPC for Fee Calc
Prepared By: CW Date: 3/3/2016
Checked By: DJH Date: 3/3/2016
PAVING
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
PAV-1 3/4"ASPHALTIC CONCRETE TYPE S-III(FIRST LIFT) 4,130 SY $ 4.95 $ 20,443.50
PAV-2 314"ASPHALTIC CONCRETE TYPE S-III(SECOND LIFT) 4,130 SY $ 4.95 $ 20,443.50
PAV-3 8"LIMEROCK BASE 5,169 SY $ 8.75 $ 45,228.75
PAV-4 12"STABILIZED SUBGRADE 5,378 SY $ 1.55 $ 8,335.90
PAV-5 TYPE"F"CURB 53 LF $ 13.00 $ 689.00
PAV-6 TYPE'D'CURB 40 LF $ 9.00 $ 360.00
PAV-7 2'VALLEY GUTTER 3,572 LF $ 7.95 $ 28,397.40
PAV-8 3'VALLEY GUTTER CROSSING 65 LF $ 25.00 $ 1,625.00
PAV-9 CONCRETE SIDEWALK(4"THICK) 18,049 SF $ 3.75 $ 67,683.75
PAV-10 SODDING 2,005 SY $ 2.00 $ 4,010.00
PAV-11 SIGNAGE 1 LS $ 2,500.00 $ 2,500.00
PAV-12 ROADWAY STRIPING 1 LS $ 2,500.00 $ 2,500.00
PAV-13 TEMPORARY LIMEROCK TURN-AROUND 1,912 SY $ 8.75 $ 16,730.00
SUB-TOTAL PAVING= $ 218,946.80
10%CONTINGENCY= $ 21,894.68
TOTAL PAVING= $ 240,841.48
P:\Active_Projects\P-CCAM-008\001_Coquina_Phase2_PPL\Desigftrmit\OPC's\FeeCalc\DRAFT_Coquina_Ph2_OPC-FeeCalc.xlsx
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5/24/2016 16.A.12.
Project: Coquina Phase 2 OPC
Task: Engineer's OPC for Fee Calc
Prepared By: CW Date: 3/3/2016
Checked By: DJH Date: 3/3/2016
DRAINAGE
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
DRA-1 8"HDPE SECONDARY DRAINAGE PIPE 725 LF $ 14.80 $ 10,730.00
DRA-2 12"HDPE SECONDARY DRAINAGE PIPE 325 LF $ 17.90 $ 5,817.50
DRA-3 15"RCP STORM SEWER 248 LF $ 32.10 $ 7,960.80
DRA-4 18"RCP STORM SEWER 181 LF $ 36.80 $ 6,660.80
DRA-5 24"RCP STORM SEWER 277 LF $ 53.70 $ 14,874.90
DRA-6 18"HEADWALL 1 EA $ 2,238.00 $ 2,238.00
DRA-7 24"HEADWALL 2 EA $ 2,450.00 $ 4,900.00
DRA-8 VALLEY GUTTER INLET(DOUBLE) 8 EA $ 3,546.00 $ 28,368.00
DRA-9 GRATE INLET 2 EA $ 2,427.00 $ 4,854.00
DRA-10 YARD DRAIN 38 EA $ 1,030.00 $ 39,140.00
DRA-11 TYPE"C"CATCH BASIN 2 EA $ 1,800.00 $ 3,600.00
SUB-TOTAL DRAINAGE= $ 129,144.00
10%CONTINGENCY= $ 12,914.40
TOTAL DRAINAGE= $ 142,058.40
P:\Active_Projects\P-CCAM-008\001_Coquina_Phase2_PPL\Desig rmit\OPC's1FeeCalc1DRAFT_Coquina_Ph2_OPC-FeeCalc.xlsx
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5/24/2016 16.A.12.
Project: Coquina Phase 2 OPC
Task: Engineer's OPC for Fee Calc
Prepared By: CW Date: 3/3/2016
Checked By: DJH Date: 3/3/2016
POTABLE WATER
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
WAT-1 6"PVC WATER MAIN(C900,DR18) 50 LF $ 13.40 $ 670.00
WAT-2 8"PVC WATER MAIN(C900,DR18) 1,832 LF $ 15.80 $ 28,945.60
WAT-3 8"PVC WATER MAIN(C900, DR14) 93 LF $ 18.00 $ 1,674.00
WAT-4 6"GATE VALVE 1 EA $ 915.00 $ 915.00
WAT-5 ''8"GATE VALVE 6 EA $ 1,567.00 $ 9,402.00
WAT-6 FIRE HYDRANT ASSEMBLY(COMPLETE) 3 EA $ 3,798.00 $ 11,394.00
WAT-7 AIR RELEASE VALVE 2, EA . $ 1,600.00 $ 3,200.00
WAT-8 TEMP.BLOW-OFF W/BACTERIA SAMPLE POINT 2 EA $ 1,000.00 $ 2,000.00
WAT-9 TEMP.BACTERIAL SAMPLE POINT 1 EA $ 176.00 $ 176.00
WAT-10 PERM.BACTERIAL SAMPLE POINT 1 EA $ 1,916.00 $ 1,916.00
1-1/2"DOUBLE WATER SERVICE(SHORT SIDE)
WAT-11 (COMPLETE) 18 EA $ 969.00 $ 17,442.00
1-1/2"DOUBLE WATER SERVICE(LONG SIDE)
WAT-12 (COMPLETE) 20 EA $ 1,250.00 $ 25,000.00
1"SINGLE WATER SERVICE(SHORT SIDE)
WAT-13 (COMPLETE) 4 EA $ 575.00 $ 2,300.00
WAT-14 1"SINGLE WATER SERVICE(LONG SIDE)(COMPLETE) 3 EA $ 799.00 $ 2,397.00
WAT-15 TESTING 1 LS $ 2,000.00 $ 2,000.00
WAT-16 CONNECT TO EX.WATER MAIN 1 EA $ 2,211.00 $ 2,211.00
WAT-17 TESTING 1 LS $ 1,000.00 $ 1,000.00
SUB-TOTAL POTABLE WATER= $ 112,642.60
10%CONTINGENCY= $ 11,264.26
TOTAL POTABLE WATER= $ 123,906.86
P:1Active_Projects\P-CCAM-008\001_Coquina_Phase2_PPL\Desig) rmit\OPC's\FeeCalc\DRAFT_Coquina_Ph2_OPC-FeeCalc.xlsx
Packet Page -397-
5/24/2016 16.A.12.
Project: Coquina Phase 2 OPC
Task: Engineer's OPC for Fee Calc
Prepared By: CW Date: 3/3/2016
Checked By: DJH Date: 3/3/2016
SANITARY SEWER
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
SAN-1 8"SDR 26 PVC GRAVITY SEWER MAIN(0'-6'CUT) LF $ 29.30 $ -
SAN-2 8"SDR 26 PVC GRAVITY SEWER MAIN(6'-8'CUT) LF $ 35.60 $ -
SAN-3 8"SDR 26 PVC GRAVITY SEWER MAIN(8'-10'CUT) 1,010 LF $ 40.00 $ 40,400.00
SAN-4 8"SDR 26 PVC GRAVITY SEWER MAIN(10'-12'CUT) 1,104 LF $ 46.70 $ 51,556.80
SAN-5 8"SDR 26 PVC GRAVITY SEWER MAIN(12'-14'CUT) LF $ 50.80 $ -
SAN-6 8"SDR 26 PVC GRAVITY SEWER MAIN(14'-16'CUT) LF $ 83.70 $ -
SAN-7 4'SANITARY SEWER MANHOLE(6-8'CUT) EA $ 4,801.00 $ -
SAN-8 4'SANITARY SEWER MANHOLE(8'-10'CUT) 4 EA $ 5,211.00 $ 20,844.00
SAN-9 4'SANITARY SEWER MANHOLE(10'-12'CUT) 2 EA $ 7,058.00, $ 14,116.00
SAN-10 4'SANITARY SEWER MANHOLE(12'-14'CUT) 2 EA $ 9,039.00 $ 18,078.00
SAN-11 CONNECT TO EX.MANHOLE EA $ 4,567.00 $ -
SAN-12 6"SERVICE LATERAL(SINGLE) 5 EA $ 829.00 $ 4,145.00
SAN-13 6"SERVICE LATERAL(DOUBLE) 39 EA $ 908.00 $ 35,412.00
SAN-14 TELEVISION INSPECTION 2,114 LF $ 6.60 $ 13,952.40
SAN-15 TESTING 1 LS $ 1,500.00 $ 1,500.00
SUB-TOTAL SANITARY SEWER= $ 200,004.20
10%CONTINGENCY= $ 20,000.42
TOTAL SANITARY SEWER= $ 220,004.62
P:1Active_Projects\P-CCAM-0081001_Coquina_Phase2_PPL\Desivaf rmit\OPC's\FeeCalc\DRAFT_Coquina_Ph2_OPC-FeeCalc.xlsx
Packet Page -398-
5/24/2016 16.A.12.
Project: Coquina Phase 2 OPC
Task: Engineer's OPC for Fee Calc
Prepared By: CW Date: 3/3/2016
Checked By: DJH Date: 3/3/2016
IRRIGATION
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
IRR-1 4"PVC IRRIGATION MAIN(C900,DR18) 1,775 LF $ 10.40 $ 18,460.00
IRR-2 4"PVC IRRIGATION MAIN(C900,DR14) 55 LF $ 11.30 $ 621.50
IRR-3 4"GATE VALVE 4 EA $ 809.00 $ 3,236.00
1-1/2"DOUBLE IRRIGATION SERVICE(SHORT SIDE)
IRR-4 (COMPLETE) 19 EA $ 960.00 $ 18,240.00
1-1/2"DOUBLE IRRIGATION SERVICE(LONG SIDE)
IRR-5 (COMPLETE) 18 EA $ 1,347.00 $ 24,246.00
1"SINGLE IRRIGATION SERVICE(SHORT SIDE)
IRR-6 (COMPLETE) 8 EA $ 594.00 $ 4,752.00
1"SINGLE IRRIGATION SERVICE(LONG SIDE)
IRR-7 (COMPLETE) 4 EA $ 731.00 $ 2,924.00
REMOVE EX.BLOW-OFF AND CONNECT TO EX.
IRR-8 IRRIGATION MAIN 1 EA $ 731.00 $ 731.00
IRR-9 TESTING 1 LS $ 2,000.00 $ 2,000.00
IRR-10 TEMPORARY BLOW-OFF 2 EA $ 1,809.00 $ 3,618.00
IRR-11 AIR RELEASE VALVE 1 EA $ 2,727.00 $ 2,727.00
IRR-12 $ -
SUB-TOTAL IRRIGATION= $ 81,555.50
10%CONTINGENCY= $ 8,155.55
TOTAL IRRIGATION= $ 89,711.05
P:1Active_Projects\P-CCAM-008\001_Coquina_Phase2_PPL\Design>aftrmit\OPC's1FeeCalc\DRAFT Coquina_Ph2_OPC-FeeCalc.xlsx
Packet Page -399-
5/24/2016 16.A.12.
Project: Coquina Phase 2 OPC
Task: Engineer's OPC for Fee Calc
Prepared By: CW Date:3/3/2016
Checked By: DJH Date: 3/3/2016
LANDSCAPE AND LIGHTING
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
LL-1 STREET LIGHTING 10 EA $ 2,250.00 $ 22,500.00
LL-2 STREET TREES(PER LF OF ROAD) 1,850 LF $ 18.50 $ 34,225.00
LL-3 LANDSCAPE 1 LS $ 25,000.00 $ 25,000.00
$
$ -
SUB-TOTAL LANDSCAPE AND LIGHTING= $ 81,725.00
10%CONTINGENCY= $ 8,172.50
TOTAL LANDSCAPE AND LIGHTING= $ 89,897.50
P:\Active_Projects\P-CCAM-008\001_Coquina_Phase2_PPL\Designaftrmit\OPC's\FeeCalc\DRAFT_Coquina_Ph2_OPC-FeeCalc.xlsx
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