Agenda 04/28/2015 Item #16A 7 4/28/2015 16.A.7.
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 Reserve at Ave Maria, Phase 1, (Application Number
PL20140001692) 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 Reserve at Ave Maria, Phase 1, a subdivision of lands located in
Section 5, 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 Maple Ridge Reserve at Ave Maria, Phase
1. These documents are in compliance with the County Land Development Code and Chapter
177, Florida Statutes. This project is within the Ave Maria SRA. 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 Reserve at
Ave Maria, Phase 1 be approved for recording.
FISCAL IMPACT: The project cost is $2,522,578.16 (estimated) to be borne by the
developer.
The cost breakdown is as follows:
a) Water, Sewer, Irrigation $ 894,278.16
b) Drainage, Paving, Grading $1,628,300.00
The Security amount, equal to 110% of the
project cost, is $2,774,835.98
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: $50,034.00
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4/28/2015 16.A.7.
The Fees are based on a construction estimate of$1,628,330.00 (does not include Ave Maria
utilities) and were paid in December, 2014.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,185.00
b) Construction Drawing Review Fee
Water& Sewer(.75% const. est.) n/a
c) Drainage, Paving, Grading
(.75%const. est.) $12,212.25
d) Construction Inspection Fee
Water& Sewer(2.25% const. est.) n/a
e) Drainage, Paving, Grading
(2.25% const. est.) $36,636.75
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of
Adequate Public Facilities prior to the issuance of the construction plan final approval letter.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and
requires a majority vote for Board approval. - SAS
RECOMMENDATION: That the Board of County Commissioners endorses staff's
recommendation to approve the final plat of Maple Ridge Reserve at Ave Maria, Phase 1
(Application Number PL20140001692) for recording with the following stipulations:
1. Approve the amount of $2,774,835.98 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 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, Growth
Management Department
Attachments: 1) Location Map 2) Plat Map 3) Opinion of Probable Cost
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4/28/2015 16.A.7.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.7.
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 Reserve at Ave Maria,
Phase 1, (Application Number P120140001692) approval of the standard form Construction and
Maintenance Agreement and approval of the amount of the performance security.
Meeting Date: 4/28/2015
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer. Senior,Natural Resources
4/2/2015 6:47:48 AM
Approved By
Name: McLeanMatthew
Title: Project Manager. Principal, Operations and Regulatory Management
Date: 4/2/2015 11:41:46 AM
Name: StoneScott
Title: Assistant County Attorney, CAO Land Use/Transportation
Date: 4/7/2015 11:39:36 AM
Name: PuigJudy
Title: Operations Analyst, Community Development&Environmental Services
Date: 4/9/2015 4:33:08 PM
Name: CasalanguidaNick
Title: Deputy County Manager, County Managers Office
Date: 4/15/2015 6:30:39 AM
Name: KlatzkowJeff
Title: County Attorney,
Date: 4/15/2015 9:51:56 AM
Name: IsacksonMark
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4/28/2015 16.A.7.
Title: Division Director-Corp Fin &Mgmt Svc, Office of Management&Budget
Date: 4/15/2015 1:35:08 PM
Name: CasalanguidaNick
Title: Deputy County Manager, County Managers Office
Date: 4/15/2015 3:25:31 PM
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I
=' Ei '`, 1 N ''3 !, i { . A
MAPLE RIDGE AT AVE:MARIA PHASE 3
STORM WATER ENGINEERING REPORT
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ENGINEER'S OPINION OF PROBABLE COSTS
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PAGE 47
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I 4/28/2015 16.A.7.
I Project: Maple Ridge Fes.erve at Ave Maria Phase 1 (Rev. 00)
1 ) I:,: Ni 1 IN: :. i Task: Engineers OPC for Subdivision Fee Calculation
Prepared By: CMtg1 Date: 12/14/2014 IN
Checked Ely: .10E. Date: 12/22/2014
I -I PHASE 3A
CONTINGENCY
Calculation Sumrnary :SUB-TOTAL PERCENT DC)ILILAR. TOTAL
EARTHWORK $ 615,957.50 5% S 30,797.88 $ 646,755.38
PAVING $ [177 509.55 5% .i 23,875.48 $ 501,385.03
DRAINAGIE $ 347840.70 5% .5 17,392.04 $ 365,232.74
IPOTABLE JVATER $ 170,918.00 5% $ 8,54.5.90 $ 179,463.90
SANITARY SEWER $ 564,865.20 S'% S 28,243.26 $ 593,108.46
IIRRIGATION $ 215,910.90 511; 5,795.55 $ 121,706.45
LANDSCAPE AND LIGHT NS $ 109,453.54 5% $ 5,472.66 $ 114,926.22
Total Probable Construction Cost: $ 2,402,455.39 5% 5 120,122,77 $ 2,522,578.16
1
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I NOTES:
1)This Opinion of Probable Cost shall be used for Review Fee Calculations Purposes Only.
2)This Opinion of Probable Cost is based on Peninsula Engineering's understanding of the current rules,regulations,ordinances,and construction,:osts in effect
I on the date of this document.Inte•pretations of these construci:ion costs may affect this Opinion a'Probable Cos:,and may require adjustments to delete,
decrease,or increase portions of this Opinion of Probable Cost.
3) All costs proviced in this OPC are based on recent contract prices,or the Eng veers'latest kn3'6r unit costs.These costs cannot be guaranteed a:this time
Idue to unpredictable and uncontrollable increases in the oast of concrete,petroleum,cr the availability of mate'iels and Is Dor.
4)This cost estimate does not include they cost of any building:onstruction. "e`4`teeprutunur.•ass+r',,��I'"
I5)This cost estimate assumes day utilities(LCEC,cable,telephone)will be installed at so-cost to the deve cper _la C E,YCj�, �
l a :`.......E Al ci' .x(51'':
6) Due to the preliminary nature of the project,this cost estimate includes a 5X contingercy in each section. p4° s',. `u •• ..s
Y
.' - ^S.
7) Review Fees for lake excavation provided in separate Review Fee,.pith the lake excavation permit. �C). rtj' 71 ;
_;� .*
o. STATE OF '
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rf �f1[i iia Engineers
Certificate of Autho ization 5282, ,, "'
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4/28/2015 16.A.7.
I Project: Maole Ridge Reserve at Ave Maria Phase 1 (Rev. OC
Task: Engineer's OF'C for Sutdivision Fee Calculat on
Prepared E3y, C(JUV Date: 12/14/2014
Checked Ely: JOE Date: 12/22/2014
K:
I EARTHWOR
iD DE.SCRIFmOIV CITY UNIT TYPE UNIT PRICE TOTAL PRICE
I EROSION CONTROL.(TURBIDITY BARRIER, INLET — —
EV✓-1 PROTECTION,SILT FENCE,SEED AND MULCH 6,240__— LI- S 1.00 $ 6.340.00
EV/-2 LAKE EYCAVATIONEI) 112,900 CV S -
II EMBANKMENT- PHASE 1 DEVELOPMENT AREA
EV1-3 (COMPACTED IN-PLACE) — 1'[2,900 CY -S 1.50 $ 169,350.00
EW-4 EMBANKMENT- :MIPOFIT FILL 42,129 CY ,_S 7.50 $ 315,367.50
EV✓-5 NPDES MAINTENANCE 3 MCINTH S (300.00 $ 1,300.00
EV✓-6 CLEARING 24.E; AC S 5,000.00 $ 122,500.00
1 EV✓_7 —__-__-- $
EW-8 S
-
EV✓-9 $ -
EtA-10 ------ — ----- $ -
EW-11 S -
E1h-i 2 -- ------ $ -
EVV-13 ' $
EVt'-14 _ $ -
P EW-15 - $
SLIS-TOTAL EEAFTH;MORK= S 615.957.50
5%CCN-ri NGENCY= S 30.797.88
ITOTAL F_ARThiWORK= S 646.755.38
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P:Vlctive_Proje:cts\P-CCF;PA-006\002__ISstateLots_Phi_PPLDesign__Perrnit\Subm It':aIsCJuntv\County-PL\ReservePh1__Engineers
OP D Perfon-nance FeeCalc.xlsx 2 0 9
Packet Page-807-
•
4/28/2015 16.A.7.
Project: k' ple R clge Reserve at Ave Maria Phase 1 (Rev, 00)
Task: Engineer's OPC for Subdivision Fee Calculation
PrejD re:d By: Ctv1`N Date: 12/14/2014
Checked By: JCE Date: 12/22/2014
IPAVING
ID IDE:SCRLPTIO'N QTY UNIT TYPE UNIT PRICE TOTAL PRICE
PAV-1 314"ASPHALTIC CONCRETE TYPE S-III FIRST LIFT` 10,070 SY �_$_ 4.95 $ 49,846.50
PAV-2 314"ASPHALTIC CONCRETE TYPE S-III 'SECOND LIFT 10,070 SY 1 4.95 $ 49,846,50
' PAV-3 BRICK PAVERS 5,520 SF _- 5. 4.00 $ 22,080.00
PAV-4 6"LIMEROCK BASE 732 SY 1 5.00 $ 3,910.00
PAV-5 8"LIMEROCK BASE - 12,027 SY $ 6.50 S 78,175.50
PAV-6 12"STABILIZED SUI3GRADlc 1 ,238 BY 1 1.55 $ 20,518.90
PAV-7 TYPE"A"CURE: 496 L.F 1_ 7.50 $ 3,645.00
III PAV-8 2'VALLEY•GUTTER _-� 6,355 LF' r$ 7.95 $ 50,601.75
II PAV-9 3'VALLEY GUTTER CROSSING 215 LE $ 25.00 $ 5,375.00
PAV-1C' TYPE"F"CURB AND GLITTER :300 L.F r$ 11.50 5 3,450.00
iPAV-11 TYPE"D' CURES 115 L.F $ 7.60 $ 874.00
PAV-12' 2'RIBBON CURES 113 L.F C$ 7.50 S 847.50
IPAV-13: CONCRETE SIDEWALK/1:'THICK) _ 37,571 SF $ 2.95 S 110,834.45
PAV-1z. SODDING 523 S" $ 2.00 S 1,646.00
PAV-1S 5IGNAGiE 1 L.S $ 5,000.00 S 5,000.00
PAV-16 ROADWAY STRIPING 1 L8 5 5,000.00 $ 5.000.0
PAV-1T V/HEEL STOP 8 BA $ 55.00 S 440.
PPPAV-1 E-1 E; BLUE-BLUE REFLECTORS 12 EA 1 $ 15.00 $ 180.00
PAY-it LIMEROC<TEMPORARY f JRN-AROJ�D _ 1,878 SY -$__ 7.25 S 13,615.50
PAV-20 1-1/4"ASPHALTIC CONCRETE TYPE S-I fIFIST LIFT)(OFF-SITEl 990 SY , $ 7.00 S 6,930.00
PAV-21 3/4"ASPHALTIC CONCRETE TYPE S-Ill SEICCND LIFT) /ORE-SITE) 991 BY $ 4.95 S 4,905.45
III PAV-22' 8"LIMEROCK BASE TOFF-SITE) 1,18C SY S 6.50 S 7,670.00
PAV-28 12"STABILIZED SUBGRADE(OFF-SiTEE) 1,254 S`( S 1.55 S 1,943.70
PAV-2L TYPE"F"CURE AND(SLITTER(OFF-SITES 546 LE' S 11.50 S 6,279.00
PAV-25 CONCRETE SIDEWALK(4"THICK)(!)FF-SITE) 2,104 SF 5 2.95 $ 6,206.80
PAV-26 4"LIMEROCK BASE (OFF-SITE SIDEWALK) 2,104 SY S 3.25 S 6.838.00
PAV-27 TYPE"F"CURB AND GUTTER DEEMOLITIONSOFF.S TEl 777 L.F S 2.00 5 1.554.00
PAV-2E 12'CONCRETE SIDEWALK DEMOLITION(OFF-SITU) 3,586 SF S 1.20 S 4.296.00
IPAV-2t' MOT _ 1 LS S 5.000.00 S 5.000.00
PAV-3C
PAV-31 _
IPAV-32 $ -
SUB-TOTAL PAVING= S 477509.55
I 5%CONTINGENCY= S 23.875.48
TOTAL PAVING= S 501,385.03
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I P:\A.ctiveProjects\F_CLAM-006`.CC i2__EslateLots__Ph1_FF'L\Design_Pei rit'SubTrittals\County'Court/'PP_,R as s'vePh1_Engineers
DPC_Perforrnance -eeCalc.xlsx
Packet Page-808-
1 4/28/2015 16.A.7.
I Project: Map e Ridge Reserve at Ave Maria Phase 1 iRev.OC
Task: Engineers OF'C for Stbdivision Fee Calculat on
Prepared By CMW Date: 12/14/2014
Checked By: JOE___ ____ Date: 12/22/2014
IDRAINAGE
-- ---
I:----------------- ------- --°------- -----
— ID DES CITY UNIT TYPE UNIT PRICE TOTAL PRICE
DRA-1 CONNECT TO EXISTING JUNCTION BOX L=X.Erm.EER75 1 EA E3 750.00 $ 750.00
DRA-2 8" HDPE STORM SEWER, 54 LF S 19.50 $ 1,)53.00
IDRA-3 12" HOPE STORM SEWER --�-- 1,959 LI_-_-_- _-_ 24.50 S 47,395.50
DRA-4 15'HDPE STORM SEWER 257 LI: $ 27.50 S 9,317.50
—DRA-5 15" RCP STORM SEWER --- 126 LIV _ $ 22.20 $ 2,797.20
DRA-6 13"RCP STORM SEWER 813 L.17 $ 25.80 $ 20,375.40
_DRA-7 24" RCP STORM SEWER 845 LF $ 38.10 $ 32,194.50
DRA-8 30" RCP STORM SEWER 26 l_I= $ 55.10 $ 1,432.60
DRA-9 36"RCP STORM SEWER 203 LIP $ 85.00 $ 17,255.00
`DRA-10 4:2"RCP STORM SEWER ---- 93 LP Es�_-- 100.00 $ 9,300.00
DRA-11 43"RCP STORM SEWER 837 LI= $ 120.00 $ 100.440.00
DRA-12 18"HEADWALL 1 EA $ 1,950.00 $ 1,950.00
I `DR -13 24" HEADWALL 3
2 EA $ 2,350.00 $ 4.700.00
DRA-14 35" HEADWALL E.A
$ ,500.00 $ 3.500.00
DRA-15 43" HEADWALL 3 EA $ 4,000.00 S 12,000.00
P DRA-16 YARD DRAIN 31 E $ 500.00 S 15,500.00
DRA-17 JUNCTION BOX 3. EA $ 2,330.00 3 6.990.00
DRA-18 VALLEY(?U1"'f.R INLET(DOUBLE) EA ;3 2,750.00 S 33,000.00
DRA-19 CONTROL STRUCTURE I EA 3 3,500.00 S 3.500.00
DRA-20 GRATE:INLET 2 EA :3 3,000.00 S 6.000.00
I DRA-21 DITCH BOTTOM INLET TYPE"H' 1 EA 8,000.00 $ 8.000.00
DRA-22 FOOT TYPE"9"THROAT INLET 2 I.A. $ 2.350.00 $ 4.700.00
DRA-23 1B' RCP STORM SEWER DEMO 47 _F S 20.00 S 940.00
IDRA-24 42' FRCP STORM SEWER DEEMC) 4j LF S 25.00 S 1 050.00
DRA-25 18' HEADWALL DEMO 1 EA. 5 1.000.00 S 1 000.00
_DR,4 26 CONTROL STRUCTURES DEMO 1 1 .A 3 1.000.00 S 1 000.00
S -
51./B-TOTAL DRAINAGE= S 347 840.70
I 5%CONTINGENCY= S 17 392.04
TOTAL DR'4:'NAGE= S 365.232.74
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OPC_Perfor'nance FeeCalc.xlsx L.^f 0
Packet Page-809-
I 4/28/2015 16.A.7.
I ?roject: Vlaple Ridge Reserve a C) ';Ave Maria Phase 1 (Rev. OC
Task:
Engineer's 'C for Subcivision Fee Calculation
'repared By: C�A'JI Date: 12/14/2014 "`
Checked By: JOE Date: 12/22/2014 ,„,
POTABLE WATER—
ID DESCRIPTION COY UNIT TYPE UNIT PRICE TOTAL PRICE
111 WAT-1 8"PVC WATER MAIN(0900,DR18) 2,360 L.F S 17.00 $ 35,020.00
_WAT-2 8"PVC WATER MAIN SC900,DR14L _-------- -- 53 L.F S 20.00 $ 1,060.00
I WAT-3 12"PVC WATER MAIN SC900,DR18) — 582 L.F $ 32.00 $ 18,024.00
WAT-4 12"PVC WATER MAIN(0900, DFf I f�_-- 130
LE $ 35.00 $ 4,550.00
WAT-5 B"GATE VALVE ---- ---- 7 EA $ 1,000.00 $ 7,000.00
1 WAT-6 12"GATE VALVE 6 EA S 3,000.00 $ 18,000.00
WAT-7 24"x12"HOT TAP EXISTING 24"D.I.F'.WATER MAIN 1 EA S 3,000.00 $ 6,000.00
I WAT-8 TEMPORARY BLOW-OFF VW BACTERIA.SAMPLE POINT 2 BA S 1,000.00 S 2,000.00
WAT-9 AiFI RELEASE VALVE – BA S 1.'169.00 $ 3.007.00
!NAT-10 FIRE HYDRANT ASSEMBLY(COMPLETE) 12 EA S 3:174.00 $ 38,088.00
IWAT-11 TEMP. BACTERIAL SAMPLE POINT 3 EA S 350.00 $ 1,050.00
WA'1-12 PERM.BACTERIAL-SAMPLE POINT 1 EA S 1,306.00 $ 1.006.00
— ---- ------- ----
1.1/2"DOUBLE WATER SERVICE.(SHORT SIDE)
1 rNAT-13 (COMPLETE1 E EA S 1,000.00 S 8.000.00
1.1/2"DOUBLE WATER SERVICE(LONG SIDE)
WAT-14 (COMPLETE} 16 EA S 1,433.00 $ 22,028.00
IWAT-15 1"SINGLE WATER SERVICE (SHORT S:DE)(COMPLETE) 2 EA S 550.00 S 1,100.00
'NAT-16 1' SINGL.E WATER SERVICE (LONG SIDE} (COMPLETE). 1 EA S 885.00 S 085.00
I `NAT-17 TESTING 1 LS $ 1,800.00 $ 1.1300.00
SUS-TOTAL 3,_POTABLE NATER= 8 170,.318.00
5%CONTINGENCY= $ 8,.545.90
1 TOTAL POTABLE WATER= $ 179,463.90
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I PAACtIVe_PrOjeCt T-CCAM-006 002--_1=StateLots_Ph1_F'PLDesign_Pe-rnit\SubmittE.I: .Coun:y Ccu:nty-P'L'•.3eser✓ePh1_Engineers
OPC_Performance FeeC,a c.xisx 5 n`
Packet Page-810-
1 , 4/28/2015 16.A.7.
J 'rojett.
Task: Maple Ridge Reserve at Ave Maria Phase 1 (Rev. OC
Engineer's OPC for Subeivision Fee Calculation
'rep ared By: CM' / Dale: 12/14/2014 _
Checked By: JOE Dale: 12/22/2014
SANITARY SEWER
--____��__.
ID DESCRIP'11C'N (QTY UNIT TYPE UNIT PRICE TOTAL PRICE
SAN-1 8°SDR 26 P\/C GRAVITY SEWER MAIN(0-6'CUT) 395 L.F S 22.50 $ 8,887.50
SAN-2 8"SDR 26 PVC GRAVITY SEE:'✓/EFI MAIN 6 B_CUT) -_- 1B5 LF �_- S 27.00 $ 4,995.00
SAN-3 8"SDR 26 F'VC GRAVITY SEWER MAIN 12'-14'CUT) 1,110 ---�L.F -_-- S 60.00 $ 66,600.00
SAN-4 8"SDR 26 PVC GRAVITY SEWER:MAIN 814'-16'CUTL 341 L I: S 70.00 $ 58.870.00
1 SAN-5 8"SDR 26 PVC GRAVITY SEWER MAIN(15-18'CUTL 604 LF -__- S 85.00 $ 51.340.00
SAN-6 8"SDR 26 PVC GFIAVITY SEWER MAIN(1 B'-20'CUTL 59 LF S 100.0C $ 5.900.00
SAN-7 4'SANITARY SEWER MANHOLE(5-3'CU-D 1 EA S 4,000.0C $ 4,000.00
I SAN-8 4'SANITARY SEWER MANHOLE.(3'-10'CUT) 1 EA S 5,200.0C $ 5,200.00
SAN-9 4'SANITARY SEWER MANHOLE LI0'-12'GUT) 2 EA ---- S 5,200.0C $ 12,400.00
SAN-'0 4'SANITARY SEWER MANHOLE 1.12'-14'CUT) 2 EA S 7,'00.00 $ 14,200.00
SAN-'1 4'SANITARY SEWER MANHOLE(14-16'CUT) ..... 4 EA S 8,000.00 $ 32,000.00
SAN-'2 4'SANITARY SEVVER MANHOLE(18'-20' CUT) 2 EA S 12,000.00 $ 24,000.01)
SAN-'3 6"SERVICE LATERAL.l TINGLE:) 19 EA S 794.00 $ 15,086.00
SAN-'4 6"SERVICE LATERAL.pOUE3LE), 17 EA 5 840.00 $ 14,280.00
SAN-'5 TELEVISION INSPECTION 3,194 Li: S 2.00 $ 6,388.00
IPSAN-'6 PUMP STATION 1 EA -S 200.000.00 $ 200.000.00
SAN-•7 4" PVC FORCE MAIN (0900 DP 16) 35 LI: S '12.10 $ 423.50
SAN 8 6"PVC FORCE MAIN L)900 DR16) 1,327 t_E= 5 15.10 $ 20.037.70
SAN-"9 6"PVC FORCE MAIN yt900 DR14.1 155 L= S 16.50 $ 2,557.50
SAN-20 4" FORCE MAIN PLLCI VALVE 1 EA S 700 00 $ 700.00_
SAN-2.1 6" FORCE MAIN PLUG VALVE 4 EA -$ 950.00 S 3.800.00
SAN-22 FORCE MAIN AIR RELEASE VALVE 1 EA 3 1,201)00 S 1,200.00
SAN-23 20"x6" i-KYT TA''EXISTING 20" FORCE MAIN 1 EA $ 6,000 00 S 6,000.00
SAN-24 OPEN CUT,MOT,AND PAVEMENT RESTORATION 1 LS 3 5.001)00 $ 5.000.00
SAN-25 TESTING 1 LS $ 1,1)00 00 $ 1.000.00
'I SAN-26
SUE-TOTAL SAMTARY SEWER= $ 564.865.29
5%CON'r,NGE7JCY:= S 28.243.25
ITOTAL_SANITARY SEWER'= S 593,108.45
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DPC_Perforrnanc:e FeeCalc.xlex P.r,f 0
Packet Page-811-
4/28/2015 16.A.7.
I Project: Maple Ridge Reserve at Ave Maria Phase 1 (Rev. OC
ask: Engineer's OPC for Subd vision Fee Calculation
Prepared Ey: Ctvllrv' Date: 12/14/2014 `"'
Checked By: JCE Date: 12/22/2014
IIRRIGATION_
ID (DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
IIRR-1 PVC IRRIGATION MAIN(C900, DFI 8) 2,400 LF $ 15.10 $ 36,240.00
I13R-2 6"PVC IRRIGATION MAINSC900,DR-,E_ 100 LF $ 16.50 S 1,680 00
I IRR-3 B"PVC IRRIGATION MAIN(C900, D13181�___� 743 LF $ 17.00 S 12.6c 1.00
IfiR-4 10"PVC IRRIGATION MAIN(0900, DFi1E�
381 LF $ 31.00 $ 11,811.00
IRR-5 10"PVC IRRIGATION MAIN(C900. DFI1'j 91 LF $ 33.90 S 3,084.90
I113R-6 6'GATE VALVE - 7 EA. $ 865.00 $ 6,085.00
IRR-7 8'GATE VALVE :3 EA. $ 1,000.00 $ 3,0(0.00
I If3R-8 10"GATE'VALVE ;? EA, 5 2,000.00 $ 4,000.00
1-1/2"DOUBLE IRRIGATION SERVICE(SHORT SIDE)
IRR-9 ?OMPLETE) 16 EA, _ $ 1,078.00 S 17,2zi8.O0
1-112"DOUBLE IRRIGATION SERVICE(LONG SIDE)
I
IFIR-10 (C>OMPL.ETE) 33 EA $ 1,411.00 S 11,28.8.00
1'SINGLE IRRIGATION SERVICE(SHORT SIDE:)
IFIR-11 (COMPLETE) 1 _ SA, $ 543.00 $ 5'3.00
1'SINGLE IRRIGATION SERVICE(LONG SIDE)
I IFIR-12 (COMPLETE)
,7 EA 780.00 $ 1,500.00
IFIR-13 17"x'i0' HOT TAP EXISTING 10"PVC IRRIGATIN MAIN 1 EP, $ 5,000.00 $ 5,000.00
IF:R-14 TESTING _ 1 LS $ 800.00 $ 800.00
I IFIR-15 TEMPORARY BLOW-OFF - 2 EA, $ 500.00 $ 1,000.00
iiowsok
IFIR-16 $ -
SUB-TOTAL.I R RI SAT'ON= S 115.9'0.90
I ;i CONTINGENCY= S 5.795.55
TOT AL IRRIGATION= S 121,706.45
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OPC_Performance FeeCalc.x'sx 7 of 9
Packet Page-812-
. 4/28/2015 16.A.7.
I ask::t: Maple Ridge Reserve at Ave Maria Phase 1 (Rev. OC
Task: Engineers OPC for 3uCcivision Fee Calculatiph
Prepared By: OMW Date: 12/14/2014
CI•ehked By: -515T------- Date: 12/22/2014
LANDSCAPE AND LIGHTING
II) (DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE
_ LL-1 STREET LIGHTING 16 EA _ Si :2,250.00 $ 36,000.00
LL-2 CREATED BUFFER ALONG PRESERVE 1 LS $ 1,229.00 $ 1,229.00
I _ LL-3 STREET TREES 3,550 LF $ 18.50 $ 65,075.00
LL-4 LITTORALS 36,•422 SF $ 0.07 $ 2,049.54
- LL-5 STREET LIGHTING FIEIVIOVALIRELOCATION 2 EA $ 2,000.00 $ 4,000.00
LL-6 $
LL-7 $ _
ILL-B_
$ -
LL-9
LL-10 $ _
ILL 11 s _
LL-12 _ 1 $ _
_ LL 13 $ _
LL-14 $
-
LL-15 $ _
P SUB-TOTAL L 4NDSC a°E.4ND LIGHTING= S 109453.54
:5i,C:ON;INGP-NCY= 5,472.68
TOTAL.LANDSCAPE AND LIGHTING= $ 114,326.22
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OPO_Perfonre:nce FeeCa c.xlsx F.of 9
Packet Page-813-