Agenda 02/23/2016 Item #16A 4 2/23/2016 16.A.4.
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 Maple Ridge at Ave Maria, Phase 4, (Application Number
PPL20150001919) 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 Maple Ridge at Ave Maria, Phase 4, a subdivision of lands located in Section 4, 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 of the Growth Management Department
has completed the review of the construction drawings, specifications, and final plat of Maple Ridge
at Ave Maria, Phase 4. 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 DRI,
Resolution 05-235. 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.
The Development Review Division recommends that the final plat of Maple Ridge at Ave Maria,
Phase 4 be approved for recording.
FISCAL IMPACT: The project cost is $4,586,556.08 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water& Sewer $1,474,430.69
b) Drainage, Paving, Grading $3,112,125.39
The Security amount, equal to 110% of the
project cost, is$5,045,211.69
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: $94,728.76
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2/23/2016 16.A.4.
The Fees are based on a construction estimate of $3,112,125.39 (does not include Ave Maria
utilities) and were paid in November, 2015.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00+$5./ac) $ 1,365.00
b) Construction Drawing Review Fee
Water& Sewer(.75% const. est.) n/a
c) Drainage,Paving, Grading
(.75% const. est.) $23,340.94
d) Construction Inspection Fee
Water& Sewer(2.25% const. est.) n/a
e) Drainage,Paving, Grading
(2.25% const. est.) $70,022.82
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 endorse staffs recommendation to approve the final plat of Maple
Ridge at Ave Maria, Phase 4 (Application Number PPL20150001919) for recording with the
following stipulations:
1. Approve the amount of$5,045,211.69 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: 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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2/23/2016 16.A.4.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.4.
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 Maple Ridge at Ave Maria, Phase 4,
(Application Number PPL20150001919) approval of the standard form Construction and
Maintenance Agreement and approval of the amount of the performance security.
Meeting Date: 2/23/2016
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior, Development Review
1/7/2016 5:54:51 AM
Approved By
Name: PuigJudy
Title: Operations Analyst,Operations&Regulatory Management
Date: 1/7/2016 2:01:51 PM
Name: PuigJudy
Title: Operations Analyst,Operations&Regulatory Management
Date: 1/7/2016 2:05:40 PM
Name: FrenchJames
Title: Deputy Department Head-GMD, Growth Management Department
Date: 1/12/2016 11:49:34 AM
Name: McLeanMatthew
Title: Project Manager,Principal,Development Review
Date: 1/12/2016 1:56:47 PM
Name: MarcellaJeanne
Title: Executive Secretary,Transportation Administration
Date: 1/13/2016 8:07:53 AM
Name: StoneScott
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2/23/2016 16.A.4.
Title: Assistant County Attorney,CAO Land Use/Transportation
Date: 1/19/2016 4:43:35 PM
Name: KlatzkowJeff
Title: County Attorney,
Date: 1/29/2016 8:11:53 AM
Name: IsacksonMark
Title: Division Director-Corp Fin&Mgmt Svc, Office of Management&Budget
Date: 2/4/2016 2:05:48 PM
Name: CasalanguidaNick
Title: Deputy County Manager, County Managers Office
Date: 2/14/2016 12:10:40 PM
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2/23/2016 16.A.4.
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Packet Page -261-
, 2/23/2016 16.A.4.
Project: Maple Ridge at Ave Maria Phase 4(Rev.01)
PENINISULAm Task: Engineer's OPC for Subdivision Fee Calculations
ENGINEERINGNw,4, Prepared By: CW Date: 12/7/2015
Checked By: DJH Date: 12/7/2015
PHASE 4
CONTINGENCY
Calculation Summary SUB-TOTAL PERCENT DOLLAR TOTAL
EARTHWORK $ 483,169.90 5% $ 24,158.50 $ 507,328.40
PAVING $ 1,242,546.75 5% $ 62,127.34 $ 1,304,674.09
DRAINAGE $ 884,444.80 5% $ 44,222.24 $ 928,667.04
POTABLE WATER $ 396,734.60 5% $ 19,836.73 $ 416,571.33
SANITARY SEWER $ 729,570.00 5% $ 36,478.50 $ 766,048.50
IRRIGATION $ 277,915.10 5% $ 13,895.76 $ 291,810.86
LANDSCAPE AND LIGHTING $ 353,767.49 5% $ 17,688.37 $ 371,455.86
Total Probable Construction Cost: $ 4,368,148.64 5% $ 218,407.43 $ 4,586,556.07
PAVING,DRAINAGE,EARTHWORK, LANDSCAPE AND LIGHTING (SUBTOTAL BASIS FOR COUNTY REVIEW FEES):: $ 3,112,125.39
POTABLE WATER,SANITARY SEWER,IRRIGATION (SUBTOTAL BASIS FOR AMUC REVIEW FEES)= $ 1,474,430.69
NOTES:
1)This Opinion of Probable Cost shall be used for Review Fee Calculation 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.
5)This cost estimate assumes dry utilities(LCEC,cable,telephone)will be installed at no-cost to the developer. -' 0 D I 0�1/
6)Due to the preliminary nature of the project,this cost estimate includes a 5%contingency in each section. ce,t,.,.o>,-;•
7)Review Fees for lake excavation provided in separate Review Fee,with the lake excavation permit. >" � , : No •• :.
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Certificate of Authorization#28275
C:\Users\KDavidson\AppData\LocattMicrosoft\Windows\Temporary[nit Packet Page -262-IT506\D11AFT_Phase4,Engineers OPC_,FeeCaIC(Rev01).xlsx
, , 2/23/2016 16.A.4.
Project: Maple Ridge at Ave Maria Phase 4(Rev.01)
Task: Engineer's OPC for Subdivision Fee Calculations
Prepared By: CW Date: 12/7/2015
Checked By: DJH Date: 12/7/2015
EARTHWORK
1D DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
EROSION CONTROL(TURBIDITY BARRIER, INLET
EW-1 PROTECTION,SEED AND MULCH) 12285 LF $ 1.00 $ 12,285.00
EMBANKMENT-EXCESS TO FUTURE DEVELOPMENT
EW-2 AREA/STOCKPILE 103,399 CY $ 1.10 $ 113,738.90
EW-3 EMBANKMENT(COMPACTED IN-PLACE) 207,564 CY $ 1.50 $ 311,346.00
EW-4 NDPES MAINTENANCE 3 MONTH $ 600.00 $ 1,800.00
EW-6 LAKE BULKHEAD 220 LF $ 200.00 $ 44,000.00
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SUB-TOTAL EARTHWORK= $ 483,169.90
5%CONTINGENCY= $ 24,158.50
TOTAL EARTHWORK= $ 507,328.40
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OPC_FeeCalc(Rev01).xisx Packet Page -263-
2/23/2016 16.A.4.
Project Maple Ridge at Ave Maria Phase 4(Rev.01)
Task: Engineers OPC for Subdivision Fee Calculations
Prepared By: CW Date: 12/7/2015
Checked By: DJH Date: 12/7/2015
PAVING
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
PAV-1 3/4"ASPHALTIC CONCRETE TYPE S-III(FIRST LIFT) 27,885 SY $ 4.95 $ 138,030.75
PAV-2 3/4"ASPHALTIC CONCRETE TYPE S-III(SECOND LIFT) 27,885 SY $ 4.95 $ 138,030.75
PAV-3 8'LIMEROCK BASE 33,076 SY $ 8.75 $ 289,415.00
PAV-4 12"STABILIZED SUBGRADE 34,260 SY $ 1.55 $ 53,103.00
PAV-5 1 1/4"ASPHALTIC CONCRETE TYPE S-I(FIRST LIFT) 3,813 SY $ 12.00 $ 45,756.00
PAV-6 3/4'ASPHALTIC CONCRETE TYPE S-III(SECOND LIFT) 3,813 SY $ 6,00 $ 22,878.00
PAV-7 TYPE'A'CURB 2,306 LF $ 7.50 $ 17,295.00
PAV-B TYPE"F"CURB 1,956 LF $ 13.00 $ 25,428.00
PAV-9 TYPE'D'CURB 342 LF $ 9.00 $ 3,078.00
PAV-10 12'RIBBON CURB 345 LF $ 10.00 $ 3,450.00
PAV-11 2'VALLEY GUTTER 14,725 LF $ 7.95 $ 117,063.75
PAV-12 3'VALLEY GUTTER CROSSING 638 LF $ 25.00 $ 15,950.00
PAV-13 CONCRETE SIDEWALK(4"THICK) 82,624 SF $ 3.75 $ 309,840.00
PAV-14 BRICK PAVERS 3,405 SF $ 4.95 $ 16,854.75
PAV-15 SODDING 2,200 SY $ 2.00 $ 4,400.00
PAV-16 SIGNAGE 1 LS $ 4,000.00 $ 4,000.00
PAV-17 ROADWAY STRIPING 1 LS $ 7,500.00 $ 7,500.00
PAV-18 12'ASPHALT MULTI-USE PATHWAY 1,234 SY $ 6.00 $ 7,404.00
PAV-19 4"LIMEROCK BASE(MULTI-USE PATHWAY) 1,578 SY $ 4.50 $ 7,101.00
PAV-20 TEMPORARY LIMEROCK TURN-AROUND 1,825 SY $ 8.75 $ 15,968.75
SUB-TOTAL PAVING= $ 1,242,546.75
5%CONTINGENCY= $ 62,127.34
TOTAL PAVING= $ 1,304,674.09
C:\Users\KDavidson1AppData\Local\Microsoft\Windows\TAmnnrry Inf,rnAt Pi1Qs\Content.Outlook\S6OJT506\DRAFT__Phase4_Engineers
OPC__FeeCalc(Rev01).xlsx Packet Page-264-
2/23/2016 16.A.4.
Project: Maple Ridge at Ave Maria Phase 4(Rev.01)
Task: Engineer's OPC for Subdivision Fee Calculations
Prepared By: CW Date: 12/7/2015
Checked By: DJH Date: 12/7/2015
DRAINAGE
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
DRA-1 8'HDPE SECONDARY DRAINAGE PIPE 1,432 LF $ 14.80 $ 21,193.60
DRA-2 12'HDPE SECONDARY DRAINAGE PIPE 1,763 LF $ 17.90 $ 31,557.70
DRA-3 15"RCP STORM SEWER 688 LF $ 32.10 $ 22,084.80
DRA-4 18"RCP STORM SEWER 1,310 LF $ 36.80 $ 48,208.00
DRA-5 24"RCP STORM SEWER 651 LF $ 53.70 $ 34,958.70
DRA-6 30'RCP STORM SEWER 3,153 LF $ 68.10 $ 214,719.30
DRA-7 36"RCP STORM SEWER 722 LF $ 82.00 $ 59,204.00
DRA-8 42"RCP STORM SEWER 821 LF $ 114,70_$ 94,168.70
DRA-9 66"RCP STORM SEWER 192 LF $ 251.00 $ 48,192.00
DRA-10 18"HEADWALL 4 EA $ 2,238.00 $ 8,952.00
DRA-11 24"HEADWALL 1 EA $ 2,450.00 $ 2,450.00
DRA-12 30"HEADWALL 12 EA $ 3,572.00 $ 42,864.00
DRA-13 36"HEADWALL 1 EA $ 4,200.00 $ 4,200.00
DRA-14 42"HEADWALL 4 EA $ 5,008.00 $ 20,032.00
DRA-15 VALLEY GUTTER INLET(DOUBLE) 32 EA $ 3,546.00 $ 113,472.00
DRA-16 CONTROL STRUCTURES 1 EA $ 3,000.00 $ 3,000.00
DRA-17 CONTROL STRUCTURE TYPE"H" 1 EA $ 3,571.00 $ 3,571.00
DRA-18 JUNCTION BOX 4 EA $ 2,887.00 $ 11,548.00
DRA-19 GRATE INLET 10 EA $ 2,427.00 $ 24,270.00
DRA-20 THROAT INLET 2 EA $ 3,008.00 $ 6,016.00
DRA-21 TYPE"C'CATCH BASIN 1 EA $ 1,800.00 $ 1,800.00
DRA-22 TYPE"E"CATCH BASIN 1 EA $ 2,000.00 $ 2,000.00
DRA-23 TYPE"H"CATCH BASIN 1 EA $ 3,571.00 $ 3,571.00
DRA-24 GRATE INLET TYPE"X" 2 EA $ 1,336.00 $ 2,672.00
DRA-25 YARD DRAIN 58 EA $ 1,030.00 $ 59,740.00
SUBTOTAL DRAINAGE= $ 884,444.80
5%CONTINGENCY= $ 44,222.24
TOTAL DRAINAGE= $ 928,667.04
C\Users\KDavidson\AppData\Local\MicrosofttWindows\Tamnn.fnfarnat Funs\Content.Outlook\S6OJT506\DRAFT_Phase4_Engineers
OPC_FeeCalc(Rev01).xlsx Packet Page -265-
2/23/2016 16.A.4.
Project: Maple Ridge at Ave Maria Phase 4(Rev.01)
Task: Engineer's OPC for Subdivision Fee Calculations
Prepared By: CW Date: 12/7/2015
Checked By: DJH Date: 12/7/2015
POTABLE WATER
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
WAT-1 6"PVC WATER MAIN(0900,DR18) 4,601 LF $ 13.40 $ 61,653.40
WAT-2 6"PVC WATER MAIN(C900, DR14) 350 LF $ 14.90 $ 5,215.00
WAT-3 8"PVC WATER MAIN(C900,DR181 3,254 LF $ 15.80 $ 51,413.20
WAT-4 8"PVC WATER MAIN(C900, DR14) 606 LF $ 18.00 $ 10,908.00
WAT-5 10"PVC WATER MAIN`9900,DR18) 680 LF $ 27.00 $ 18,360.00
WAT-6 6'GATE VALVE 15 EA $ 914.00 $ 13,710.00
WAT-7 8"GATE VALVE 16 EA $ 1,286.00 $ 20,576.00
WAT-8 10"GATE VALVE 2 EA $ 1,867.00 $ 3,734.00
WAT-9 AIR RELEASE VALVE 3 EA $ 1,674.00 $ 5,022.00
WAT-10 FIRE HYDRANT ASSEMBLY(COMPLETE) 25 EA $ 3,798.00 $ 94,950.00
WAT-11 TEMP.BACTERIAL SAMPLE POINT $ 176.00 $ -
WAT-12 PERM.BACTERIAL SAMPLE POINT 2 EA $ 1,916.00 $ 3,832.00
1-1/2"DOUBLE WATER SERVICE(SHORT SIDE)
WAT-13 (COMPLETE) 35 EA $ 969.00 $ 33,915.00
1-1/2"DOUBLE WATER SERVICE(LONG SIDE)
WAT-14 (COMPLETE) 37 EA $ 1,250.00 $ 46,250.00
WAT-15 1"SINGLE WATER SERVICE(SHORT SIDE)(COMPLETE) 10 EA $ 575.00 $ 5,750.00
WAT-16 1"SINGLE WATER SERVICE(LONG SIDE)(COMPLETE) 8 EA $ 799.00 $ 6,392.00
WAT-17 TESTING 1 LS $ 4,710.00 $ 4,710.00
REMOVE EX BLOW-OFF AND CONNECT TO EX.WATER
WAT-18 MAIN 4 EA $ 2,211.00 $ 8,844.00
WAT-19 AUTOMATIC FLUSHING DEVICE 1 EA $ 1,500.00 $ 1,500.00
$ -
SUB-TOTAL POTABLE WATER= $ 396,734.60
5%CONTINGENCY= $ 19,836.73
TOTAL POTABLE WATER= $ 416,571.33
C:\Usersg(Davidson\AppDatalLocal\Microsaft\Windawsxmffir rarst Intnrnoi Plug\Content.Outlook\S6OJT5061DRAFT_Phase4_Engineers
OPC_FeeCalc(Rev01),xlsx Packet Page -266-
2/23/2016 16.A.4.
Project: Maple Ridge at Ave Maria Phase 4(Rev.01)
Task: Engineers OPC for Subdivision Fee Calculations
Prepared By: CW Date: 12/7/2015
Checked By: DJH Date: 12/7/2015
SANITARY SEWER
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
SAN-1 8'SDR 26 PVC GRAVITY SEWER MAIN(0'-6'CUT) 996 LF $ 29.30 $ 29,182.80
SAN-2 8"SDR 26 PVC GRAVITY SEWER MAIN(6'-8'CUT) 1412 LF $ 35.60 $ 50,267.20
SAN-3 8'SDR 26 PVC GRAVITY SEWER MAIN(8'-10'CUT) 1305 LF $ 40.00 $ 52,200.00
SAN-4 8"SDR 26 PVC GRAVITY SEWER MAIN(10'-12'CUT) 586 LF $ 46.70 $ 27,366.20
SAN-5 8'SDR 26 PVC GRAVITY SEWER MAIN(12'-14'CUT) 900 LF $ 50.80 $ 45,720.00
SAN-6 8'SDR 26 PVC GRAVITY SEWER MAIN(14'-16'CUT) 428 LF $ 83.70 $ 35,823.60
SAN-7 8"SDR 26 PVC GRAVITY SEWER MAIN(16'-18'CUT) 370 LF $ 98.30 $ 36,371.00
SAN-8 8"SDR 26 PVC GRAVITY SEWER MAIN(18'-20'CUT) 93 LF $ 122.90 $ 11,429.70
SAN-9 4'SANITARY SEWER MANHOLE(6'-8'CUT) 7 EA $ 4,801.00 $ 33,607.00
SAN-10 4'SANITARY SEWER MANHOLE(8'-10'CUT) 5 EA $ 5,211.00 $ 26,055.00
SAN-11 4'SANITARY SEWER MANHOLE(10'-12'CUT) 3 EA $ 7,058.00 $ 21,174.00
SAN-12 4'SANITARY SEWER MANHOLE(12'-14'CUT) 2 EA $ 9,039.00 $ 18,078.00
SAN-13 4'SANITARY SEWER MANHOLE(14'-16'CUT) 4 EA $ 11,110.00 $ 44,440.00
SAN-15 4'SANITARY SEWER MANHOLE(18'-20'CUT) 2 EA $ 13,657.00 $ 27,314.00
SAN-16 CONNECT TO EX.MANHOLE 3 EA $ 4,567.00 $ 13,701.00
SAN-17 6"SERVICE LATERAL(SINGLE) 50 EA $ 829.00 $ 41,450.00
SAN-18 6"SERVICE LATERAL(DOUBLE) 56 EA $ 908.00 $ 50,848.00
SAN-19 4"PVC FORCE MAIN(C900 DR18) 592 LF $ 22.50 $ 13,320.00
SAN-20 4"PVC FORCE MAIN(C900 DR14) 595 LF $ 25.10 $ 14,934.50
SAN-21 8'PVC FORCE MAIN(C900 DR18) 492_ LF $ 31.10 $ 15,301.20
SAN-22 8"PVC FORCE MAIN(C900 DR14) 343 LF $ 33.60 $ 11,524.80
SAN-23 4"FORCE MAIN PLUG VALVE 3 EA $ 838.00 $ 2,514.00
SAN-24 8"FORCE MAIN PLUG VALVE 4 EA $ 1,200.00 $ 4,800.00
SAN-25 FORCE MAIN AIR RELEASE VALVE 2 EA $ 2,727.00 $ 5,454.00
SAN-26 TELEVISION INSPECTION 6,090 LF $ 6.60 $ 40,194.00
REPLACE TC-2 PUMPS AND CHANGE OUT CONTROL
SAN-27 PANEL 1 LS $ 55,000.00 $ 55,000.00
SAN-28 TESTING 1 LS $ 1,500.00 $ 1,500.00
SUB-TOTAL SANITARY SEWER= $ 729,570.00
5%CONTINGENCY= $ 36,478.50
TOTAL SANITARY SEWER= $ 766,048.50
C:\Users\KDavidson\AppDatalLocal\Microsoft\Windows\Tramnnrarts Int rna+Pi'="\Content.OutlooklS6OJT506\DRAFT w Phase4 Engineers
OPC__FeeCaic(Rev01).xlsx Packet Page -267-
2/23/2016 16.A.4.
Project: Maple Ridge at Ave Maria Phase 4(Rev.01)
Task: Engineer's OPC for Subdivision Fee Calculations
Prepared By: CW Date: 12/7/2015
Checked By: DJH Date: 12/7/2015
IRRIGATION
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
IRR-1 4"PVC IRRIGATION MAIN(C900,DR18) 7,226 LF $ 10.40 $ 75,150.40
r IRR-2 4"PVC IRRIGATION MAIN(C900,DR14) 741 LF $ 11.30 $ 8,373.30
IRR-3 8"PVC IRRIGATION MAIN(C900,DR18) 1,272 LF $ 31.10 $ 39,559.20
IRR-4 8"PVC IRRIGATION MAIN(C900,DRI4) 237 LF $ 33.60 $ 7,963.20
IRR-5 4"GATE VALVE 30 EA $ 809.00 $ 24,270.00
IRR-6 8"GATE VALVE 4 EA _$ 1,286.00 $ 5,144.00
1-1/2'DOUBLE IRRIGATION SERVICE(SHORT SIDE)
IRR-7 (COMPLETE) 30 EA $ 960.00 $ 28,800.00
1-1/2"DOUBLE IRRIGATION SERVICE(LONG SIDE)
IRR-8 (COMPLETE) 40 EA $ 1,347.00 $ 53,880.00
1"SINGLE IRRIGATION SERVICE(SHORT SIDE)
IRR-9 (COMPLETE) 16 EA $ 594.00 $ 9,504.00
1"SINGLE IRRIGATION SERVICE(LONG SIDE)
IRR-10 (COMPLETE) 8 EA $ 731.00 $ 5,848.00
REMOVE EX.BLOW-OFF AND CONNECT TO EX.
IRR-11 IRRIGATION MAIN 4 EA $ 731.00 $ 2,924.00
IRR-12 TESTING 1 LS $ 2,000.00 $ 2,000.00
IRR-13 TEMPORARY BLOW-OFF 5 EA $ 1,809.00 $ 9,045.00
IRR-14 AIR RELEASE VALVE 2 EA $ 2,727.00 $ 5,454.00
IRR-15 $ -
SUB-TOTAL IRRIGATION= $ 277,915.10
5%CONTINGENCY= $ 13,895.76
TOTAL IRRIGATION= $ 291,810.86
C:1 Usersl KDavidson1AppdatalLocal lMicrosoftlWindowsmmmnnr.n,Internet kilnContent.Outlook1S60JT506\DRAFT Phase4 Engineers
OPC_FeeCalc(Rev01).xisx Packet Page -268-
2/23/2016 16.A.4.
Project: Maple Ridge at Ave Maria Phase 4(Rev.01)
Task: Engineer's OPC for Subdivision Fee Calculations
Prepared By: CW Date: 12/7/2015
Checked By: DJH Date: 12/7/2015
LANDSCAPE AND LIGHTING
ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
LL-1 STREET LIGHTING(ONE PER 200 LF OF ROAD) 46 EA $ 2,250.00 $ 103,500.00
LL-2 STREET TREES(PER LF OF ROAD) 9,311 LF $ 18.50 $ 172,253.50
LL-3 LITTORALS 43,057 SF $ 0.07 $ 3,013.99
LL-4 LANDSCAPE 1 LS $ 75,000.00 $ 75,000.00
LL-5 $ -
LL-6 $ -
LL-7 $ _
LL-8 $ -
LL-9 $ -
LL-10 $ _
LL-11 $ _
LL-12 $ _
LL-13 $ -
LL-14 $ _
LL-15 $ _
LL-16 $ -
SUB-TOTAL LANDSCAPE AND LIGHTING= $ 353,767.49
5%CONTINGENCY $ 17,688.37
TOTAL LANDSCAPE AND LIGHTING= $ 371,455.86
C:\Users\KDavidsan\AppData\Local\Microsoft\Windows`Tnm^.,.^^, ^,^-^^+c,,^s\Content.Outlook\S6OJT5061DRAFT_Phase4_Engineers
OPC„FeeCalc(Rev01).xlsx Packet Page -269-