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Agenda 06/24/2014 Item #16A116/24/2014 16.A.11. 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 3, (Application Number PL20140000067) 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 3, a subdivision of lands located in Sections 4 & 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 Engineering Services Department has completed the review of the construction drawings, specifications, and final plat of Maple Ridge at Ave Maria Phase 3. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. This project is within the Ave Maria Development of Regional Impact. 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 Engineering Services Department recommends that the final plat of Maple Ridge at Ave Maria Phase 3 be approved for recording. FISCAL IMPACT: The project cost is $4,505,577.24 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water & Sewer $1,660,695.56 b) Drainage, Paving, Grading $2,844,881.68 The Security amount, equal to 110% of the project cost, is $4,956,134.96 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: $86,771.45 Packet Page -624- 6/24/2014 16.A.11. The Fees are based on a construction estimate of $2,844,881.68 (does not include Ave Maria Utilities) and were paid in April, 2014. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5. /ac) $ 1,425.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) n/a C) Drainage, Paving, Grading (.75% const. est.) $21,336.61 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) n/a e) Drainage, Paving, Grading (2.25% const. est.) $64,009.84 LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a majority vote for Board approval. - SAS GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public Facilities prior to the issuance of the construction plan final approval letter. RECOMMENDATION: That the Board of County Commissioners endorse staff s recommendation to approve the final plat of Maple Ridge at Ave Maria Phase 3 (Application Number PL20140000067) for recording with the following stipulations: 1. Approve the amount of $4,956,134.96 as performance security for the required improvements; or such lesser amount based on work completed, and as is approved by the Engineering Services 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, 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, Engineering Services, Growth Management Division, Planning and Regulation Attachments: 1) Location Map 2) Plat Map 3) Opinion of Cost Packet Page -625- 6/24/2014 16.A.11. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.11. 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 3, (Application Number P1-20140000067) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 6/24/2014 Prepared By Name: HouldsworthJohn Title: Site Plans Reviewer, Senior, Natural Resources 5/28/2014 8:56:21 AM Approved By Name: PuigJudy Title: Operations Analyst, Community Development & Environmental Services Date: 5/28/2014 1:50:17 PM Name: McKennaJack Title: Manager - Engineering Review Services, Natural Resources Date: 6/5/2014 12:46:36 PM Name: StoneScott Title: Assistant County Attorney, CAO Land Use /Transportation Date: 6/6/2014 10:51:49 AM Name: MarcellaJeanne Title: Executive Secretary, Transportation Planning Date: 6/10/2014 9:32:07 AM Name: FinnEd Title: Management/Budget Analyst, Senior, Transportation Engineering & Construction Management Date: 6/11/2014 10:59:41 AM Name: KlatzkowJeff Packet Page -626- Title: County Attorney, Date: 6/13/2014 11:26:51 AM Name: OchsLeo 6/24/2014 16.A.11. Title: County Manager, County Managers Office Date: 6/16/2014 10:30:33 AM Packet Page -627- 6/24/2014 16.A.11. 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Ld i F'roiec: Maple Ridge Ed Ave Mena F'tiass 3 (Summary (Rev. 00) Task: Engineers OP C;iorSulxlnnsio_n Fee Calculation — Prepared By: JMI ----- Date: 3/19/2014 _ - - -� -- Checked 13v: JG - ------------------ Date: 3/19/2014 PHASE 3 SUMMARY lation Summary 3A —__ - -- PHASE 3B----- - - - - -- PHASE 3C----- TOTAL _ —$ _CaICL ----- - - - - -- -PHASE EARTHWORK ------- T - - - -- $ 279.801.27 : 465.656.6.3 145079.45 890,53 ;C35 ' PAVING $ 405,659.5: :: 393;1512i 237,31559 $ 1,036,16;'.77 DRAINAGE 225,498.32 $ 311.,309.99 $ 51577.79 $ 588,386.10 POTABLE WA "rER. ;i 176,028.41 $ 175972.55 ;i 135.679.95 $ 487,68_'.01 SAN F'ARY SEWER $ 366,961.88 5 218,811:.0,4 $ 295041.08 $ 880,81,1.04 IRRIGATION 109,801.91 110,_'128.0:9 $ 71.469.51 $ 292,200.51 tANDSCAPE AND LIGHTING 118,384.30 126,961:.84 84,444 12 $ 329,790.46 l'otal Probable Construction Cast: $ 1, 682,1!:36.61 .1,802.832.9.7 .1,020,.607.69 $ 4,505,57:'.24 BASIS FOR COUNTY REVIEW FETES) = $ 2,844,881.68 � F'AVI NG, DRAINAGE, EARTHWORK; LANDSCAPE AND LIGHTING (SUBTOTAL POTABLE WATER, SANITAR`f SEWER, IRRIGATION (:i1.113'fOTAL BASIS FOR AlAUC REVIEW FEES) = $ 1,660,69:1.56 ' ' .NOTE_: 1) This Opinion of Probable Cost shall be used for Review Fee Calculations Purposes Orly. 2) This Opinion cf Probable Cost is based on Peninsula Engir Enng's understanding of -he current rules, regulations, ordinances, and comtructi on costs in effect on the date of this ' 3) All costs provided in thi, Opc and based on rcent contrzc. prices, or the Engineers' latest known unit wets. Theca costs cannot be guaranteed at :his time due to unpredicte:ble and uncontrollable increases in the cast of concrete, petroleum, o,the availability ofmateri:3ls and labor. ' - 4) This cost estimetedoes n)l . inchice the cost ofany build rig cors:rve3iori 5) This cost estimzSe assurnes cry utilities (L(,UC, c able; : Telephone) will be Enstzlled at no -cost to the dcvalooer ' S)- Due to the preliminary nature of the p-oject, this cost estimate include a 5% contingeocg in Each section. 7) Review F es for lake excavation provided it separate Review Fee, witn the lake excavation Ferrnit. t` y�eilhl•^�p>I�ErrN► ►I / /I ^���I,, ,, ;d�� C. �A'I ', 4 Ilia Jr • 2 6>>j Packet Page -638- =�" ': ���aT ; � ,%% t . •,Q�l ••issJ... 11*1 E 111\; } IN. PHASE 13A 6/24/2014 16.A.11. Project: Maple Ridge al Ave Maria Phase 3A (Rev. 00) Task. Engineer's CIPC for Subdivr_ ion Fee Calculation Prepared By: JAL� Date: 03/19/14 ------------------ - - - - -- — Checked 13y: JCE Date: 03/19/14 i NOTES: 1) This Opinion of Probable Cost shall be used for Review Fee Calculations Purposes Only. 2) This Opinion of Probalak Cost is Eased on Peninsula Engineering's understanding of the current rules, regulations, ordinances, and construction costs in effect on the elate of this document. Interpretations of these construction cosl:s 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 00,-- are based on recent contract prices, or the En;ineers' latest known unit costs. These casts cannot be guaranteed at'this time du,. to unpredictable and unccntrollabl a increases in the cost of concrete., petroleum, or the availability of materials and labor. Packet Page -639- 4) This cost estimate does not include the cost of any building construction. t CONTINGENCY Calculation Summary -------- ---- - - -+'- --- - - - - -- - S_UB.- 1r0T'AL- - - - - -- PERCENT --- - - - - -- DOLLAR ---- _ -__ -- TOTAL EAR?NWORK $ :266,477:40 51110 $ 13,323.87 $ 279,801.27.:.,, PAVI NG ;i :386,142'. 40 51,10 ;i 19,311 7.1.2. $ 4 05, 659.5. DRAINAG= ;> 2.14,760.30 5 o ;i 1.0,7_i8.02 $ 225,498.32 POTABLE WATER ;i 167',646.10 5110 8,:87.31 $ 176,028.41 SANITARY SEWER IRRIGATION $ $ 349,497.50 104,.57'4.20 5110 5`'/0 $ ;i 1 ?4[;7.1, :1�3 _`i,2 "1.8.;':1 $ $ X66,961.88 109,802.91 LANDSCAoEANDLIGiHTING ;i 1.12,746.95 5:0 $ `i,Ei37.31; $ 118,384.30 ' Totaq Probable Constructiion Cost :------------- 1,602,034!_85 5% $ 80,11).1. 74 $ 1,6'82,136.59 -$ - - -- i NOTES: 1) This Opinion of Probable Cost shall be used for Review Fee Calculations Purposes Only. 2) This Opinion of Probalak Cost is Eased on Peninsula Engineering's understanding of the current rules, regulations, ordinances, and construction costs in effect on the elate of this document. Interpretations of these construction cosl:s 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 00,-- are based on recent contract prices, or the En;ineers' latest known unit costs. These casts cannot be guaranteed at'this time du,. to unpredictable and unccntrollabl a increases in the cost of concrete., petroleum, or the availability of materials and labor. Packet Page -639- 4) This cost estimate does not include the cost of any building construction. t ■ 6/24/2014 16.A.11. ' Project: IVlaple Riclge at Ave Maria Phase 3A (Rev. 00) - -ra3!c Engineer ':_OPC for Subdivision Fee Calculation Prepared Ely: JIVIL Date: 03/19114 Checked By: 10E _ Date: 03/19/14 I r P:Active_Projerts \P CCP,rn ono\oO _ MatpleRidge_ Phase3- PPI_'�Desigr_Perrnit\OF'C's \Fae Calculations \DRAE =T._Ptase3A_ Engineers OPC_Pertormanc:e FeeCalC:.;dsx 2 o`9 Packet Page -640- EARTHWORK ID IDE CRIPTICN OTY UINI'f TVPE UNIT FMCE TOTAL PRICE 1 - --- -------------------------- -------------- EROSION CONTROL (TURBICIFTY BARRIER, INLE_ r ------ - - - - -- ----- - - - - -- ---- ____ -- —EN-1 PROTECTION, S -EI D AND MUL.CH)-- - - - - -_ _ _ - - -__ 12_1339 -- ___LF� - -- $ - - - - -- __1.00 $ 12,869.00 EMBANKNIEprr E =KCE 3S 'f0 PHASE: 3E DEVELOPMENT EW -[ — AREA / STOCKPILE --------------------------------------- - - - - -- 22.2-39 ------- - - - - -- Clr ---- - - - - -- g 1.10 ---- - - - - -- $ 24,51'7.90 EMBANKME:N'r - PHASE 3A DEV'ELOPMEN'r AREA E (COMP,4C7ED'IN- PLj4C:E:) _ - -_- 86_527 C:`( -__ S; 1.50 $ 129,790.50 EW -Z NPDE�3 MAINTENANCE ------ ------------ ----- MONTH— $: 600.00 $ 1,800.00 EW -:; CLEARING -- -------------- - _- _ - - - -- -- = -_3 19.5 -- AC $ —_ :1,000.00 $ 97,500.00 EW-E; - ----- - - - - -- - - - - - -- $ - — EW- ------ ------------------------------ - - - - -- ------------------- ----------------- - - - - -- ------ - - - -- ------ - - - - -- ---- - -T - -- -- - - - - -- $ - EW -E. $ - EW-.c ------------------------------------- - - - - -- ------ - - - - -- --- - - - - -- -- - - - - -- $ E\rV -1 1 — -------------------------------------- - - - - -- ------ - - - - -- ---- - - - - -- --- - - - - -- $ 1 E \N -12 --------------------------------------- - - - - -- ------ - - - - -- --- --- - - - - -- -- - - - - -- $ E \N -13 $ - E\N -1 4 I $ SUB-TOTAL EARTHWORK= $ 266,477.40 591 CONTINGENCY= $ 13,323.87 ' TOTAL ('4FiTMVVCPRK= $ 279,801.27 I r P:Active_Projerts \P CCP,rn ono\oO _ MatpleRidge_ Phase3- PPI_'�Desigr_Perrnit\OF'C's \Fae Calculations \DRAE =T._Ptase3A_ Engineers OPC_Pertormanc:e FeeCalC:.;dsx 2 o`9 Packet Page -640- i 6/24/2014 16.A.11. F7cjE:ct: Maple Ridge at Ave Maria Phase 3A (Rev. 00) Task: Enoineer's OPC for SLtdivis,ion Fee Calculation ---=-------------- - - - - -- — Prepared By: JN1L. Date: 03/19/14 Checked Ely: JCE _ — Date: 03/19/14 PAVING ID DESCRIPTION 10T1( 11iNITl ^fiPEi lJNll'T PRICE TOTAL PRICE PAV -1 3/4" ASPHALTIC CDNCRETEi TYPE S- IIISF11RST LIFT) 9,289 EN $ 4.95 $ 45,980.55 PAV -2 3/4" ASPHALTIC C0NCfiETE; TYPE S••III (SECOND I -IFTI 9,389 Si 4.95 $ 46,475.55 PAV -3 8" LIMERIDCFC BASE: 11,461 S`( 9> 6.50 $ 74,495.50 PAV -4 12" STABILIZED 1SIJBGiRADE 11,902 S`( Si 1.55 $ 18,446.10 PAV -5 TYPE "A" CURB - -_ -- -1_858 ____ LF ___ S 7.50 $ 13,935.00 PAV -6 — 2' VALLEY GUT TER ----------------------------------------- - - - - -- 5,837 ------- - - - - -- LF ------ - - - - -- S 7.95 ---- - - - - -- $ 46,404.15 PAV-7 — 3' VALLEY OUT'TER CROSSING ---------------------------------------- - - - - -- 314 ------ - - - - -- LF -- - - - - -- 5 2.5.00 - - - - - -- $ 7,85D.00 PAV -6 CONCRETE SIDEWALK (4" THICKZ 34,517' _SF Si :2.95 $ 101,825.15 PAV -9 5' CONCFIESfE SIDEWALK DEMOLITION' 227 SF= S 1.20 $ 272.40 PINY -" 0 SODDING 9,43E; S`( S 2.00 $ 18,876.00 PAV - 1 TYPE 'F' CURE3MALLE:`( GUTTER DEMO 115 LF -_ S -__ 1.00 $ 115.00 PAV - 2 ASPHALT DEMO (SAW-CU n 128 SY S 13.00 $ 1,664.00 PAV -- 3 SIGNAGE 1 L.$ $ 51-900.00 $ 5,000.00 PAV -- 4 ROADWAY STRIPING i LS x'.000.00 $ 5,000.00 PAV-' 5 $ - PAV - 6 $ F- Pi4V-' TB P�\V " - -- — - - - - - -- -- - - - - -- $ SUB - TOTAL R4 WNG = $ 386,342.40 5% C(7N'r,'NGF=NCY= $ 19,317.12 TOTAL. FIAVING = $ 405,6 °'9.52 ho ' PA AU Ridge- F' hase3 -F'PL'Desicin_PerrniNDF'C,s \Fae Calculations \DFIAFT- Phase3A- Engineers O'C_ Performance FeeC;a!ic,xlsx 3 of 9 Packet Page -641- 7 P :'Active_ Project: ; \F'- CC;ANI- 00 ,e1 \001_PAapleRidgE;__ Phased- PF 'l_\Design_F'ermit'd)PC'slF�eE; Galculaiion :�,DIIA,F'F__Phase3A_Engineers OPC_Performance 1= •eeCalc.x1s:K 4 of 9 Packet Page -642- 6/24/2014 16.A.11. Project: Maple Flidge_3t_Ave Maria Phase 3A (Rev. 00) F.asK E= rn3'neer's OPC for Subdivision Fee Calculation — Prepared By: -- - - -- - -- SAL - -_ -- - - -- Date: 03/19/14 _ Checked By: J CE Date: 03/19/14 i 7 P :'Active_ Project: ; \F'- CC;ANI- 00 ,e1 \001_PAapleRidgE;__ Phased- PF 'l_\Design_F'ermit'd)PC'slF�eE; Galculaiion :�,DIIA,F'F__Phase3A_Engineers OPC_Performance 1= •eeCalc.x1s:K 4 of 9 Packet Page -642- DRA WLGE ID DESCRIPTION C1'TY' UNIT T'Y'PE UNIT F UCE TOTAL PMM DRA -'i CONNECT TO {I;'>'FINSi JUNCTION BOX (EX. ST'R._TN,)_ I _ -_- EA ------ - $__ - -_- 750.00 $ 750.00 DRA -2 8" HDF'E: SI-ORM SEWER 63 LF $ 19.50 $ 1,228.50 DRA -3 12" HDF'E STCRIV SEWER .160 _ LF $ 24.50 $ 4,410.00 DRA -4 15" HDF'E STiDRIV SEWER 0 LF $ 1:7.50 $ - -_- DRA -5 15" R_10P STORM SIEVVER 3891 LF 22.20 $ 8,635.80 DRA -6 _ _ _ 18" RCF' STORM SEWER _ -- ____ -- 53111 LF_ _ _$ $25.80 _ $ 13,77 "7.20 DRA -7 24" RCF' STORM 13iEVVER 152 LF $ 38.10 $ 5,791.20 DIIA -13 — 30" RCF' STORM 13!EVVEFI ----------------------------------- ------ — -------------------------- 2213 LF $ ---- 55.10 - - - - -- $ 12,452.60 DRA-9 42" R, :F' STORM SEWER 677 LF $1 100.00 $ 67,700.00 DRA -10 18" HEADWALL 2 EA $'; 1,950,00 $ 3,900.00 1 _ DRA -11 _____________--- _-- _________ 30" REA YNALL -- _- __ -_ -___ 1 _ EA $ 2,80:1.00 $ 2,805.00 DRA -12 42 "'HEAUNALL 3 EA $ 3,2:10.00 $ 9,750.00 DFA -13 JUNCTION BOX 2 EA $; 2,330.00 $ 4,660.00 DRA -14 _ _ _ VALLI_Y'SLTTTER INL.E'FJDOUBLLL ..... —___- — - _ 10 —__ EA 2;750.00 $ 27,500.00 DRA -15 CONTROL STRLI( fuRES _ _ �_ 1 —__ EA $ 3,500.00 $ 3,5010.00 ' DRA -16 _ —__ DITClli E310T70M ►NL.E_r l_fPE: "C" _ 4 EA _ $ — 3,000.00 $ 12,000.00 DRA-17 DITCH 13-1:7 0M INLE - : "f TYPE: "H' 3 EA $ 9,000:00 $ 24,000.00 DRA -18 42" RCF' STORM SEVVER DEMO LF _$ _ 2:5:00 $ 8,40100 DRA -19 _ _ CON_TROI STRUCTURES DENIO � _ _ _336 1 —__ EA_ $1,000.00- $ 1,000.00 DFA 20 LAC VVITH 'VALLE >' GUl FIER INLET -_ _ -_ 2 EA $ 1,250.00 $ 2,50).00 I SUB- TOiALDRAIMAGE= CONTINGENCY= $ $ 214,760.30 10,733.02 TOTAL. DRAINAGE= $ 225,496.32 7 P :'Active_ Project: ; \F'- CC;ANI- 00 ,e1 \001_PAapleRidgE;__ Phased- PF 'l_\Design_F'ermit'd)PC'slF�eE; Galculaiion :�,DIIA,F'F__Phase3A_Engineers OPC_Performance 1= •eeCalc.x1s:K 4 of 9 Packet Page -642- i r i i i 6/24/2014 16.A.11. Project: Maple Ridge at Ave; Maria Phase 3A (Rev. 00) Task: Engineer's (CPC for Subdiliision Fee Calculatior Prepared By: .11VIL Uate: 03/19/14 CheC.F;ed By: 10E Date: 03/19/14 PMARLF WATT =R ID ___________________ _ __— _______— _________ —__ DEES RIP'TIOIJ ______ —_____ QTY ---- --- ___ UIN'IT IrfPE ________ UINIT PRICE TOTAL PRICE WAT -1 6" PVC VVA "ER IVIEUN (C900_DR18) 1,471 L.F $ -15.10 $ 22,212.10 WAT -2 6" PVC WAME -R. MAIN 13900, 1IR141 ..... __— ............ - --- - - - -70 LF 9, '{6.50 $ 1,155.00 WAT -3 8" PV'C VVA i EP bVIAIN i390C, DIR18) 1,111 L.F= $ 'I -,7.00 $ 18,887.00 WAT -4 8" PVC WA 7ER INIAIN (C90C, DR141 --------------------------- 32 LF $ 2.0.00 $ 640.00 WAT -5 10" PVC W-KFER NIAIPJ +39CO3 DR1E' _991 -_ -_ LF_ $ 27.00 $ 26,757.00 WAT-6 10" PVC Wfi PIER NIAIPJ (0900, DR14) 152 LF ___ $ ___ 30.00 $ 4,560.00 WAT -7 6" gA fE VALVE 3 EA 9i 665.00 $ 2,595.00 WAT -8 8" cwk"I -E VALVE 3 EA $ 1,000.00 $ 3,000.00 WAT -9 10" CiATE'VA.L.VE 8 EA $ :2,000.00 $ 16,000.00 WAT -10 TEMPORARY EILOW -OFF" NL /'BACTERIA SAMPLE POINT 5 EA S 1,000.00 $ 5,000.00 WAT -11 AIR RELEASE VALVE 2' Era S 1,'16!).00 $ 2,338.00 WAT -'12 — FIRIHYDRANTASSEMBLY COMPLETE ---------------------- --------- 1------ - - - - -- E ------ - - - - -- EA ----- - - - - -- S 3,1'.74,00 -- - - - - -- $ 19,044.00 WAT -'13 TEMP. BACTERIAL SAMPLE_ POIIJT 0 EA S :350.00 $ - WAT -14 - PERM. BACTERIAL- SAMPLE POINT -- ------ -------------------- Cl EA S 1,306.00 $ - - - - - _ - REMvVE EX. FIRE i1YDRAPJT AND CONNECT TO E =K ------ - - - - -- -- - - - - -- - - -- - - - - - -- WAT -1 5 — WATER MAIN - - ---------------- 2 EA S 1,832,00 $ 3,664.00 -------------- - - -- 2" DOUBLE WAl -ER SERVICE (,1*1DFRT SIDE) ------ - - - - -- ----- - - - - -- -- - - - - -- WAT -16 (COMPLETE) - :61,000.00 $ 12,000.00 WAT -'17 2" DOUBLE WATEER SERVICE (LOING. SIDE) (COMF'L_E =TE) - -_1JE - 1EA _ __EA_____ 6 1,433.00 $ 25,794.00 WAT -'IB 1 s11VGL_lE 1N✓tf +.Fl SE:F3'VI(3E iSH013T 31UE: (COMPLETE R SERORT SE) (COM�WAT EA : " v 550.00 $ 2,2C0.00 -'I9 1" SII�( l_E_WAf!_FI SE:R'VICE;LUN {3:iIDE) ^OMPLETE) ____ E,4 E6 1385.00 $ G LS $ 1,80+0:00 $ 1,8C0.00 SUB -TOTAL P01- (3LE N/A TER - $ 167,&'6.10 5' 0oC+3Afai G'EPJCY= $ 8,3P2.31 TOT,4L ,P'OTASL-1= 1Wi'rER = $ 176,028.41 P:Aciive_ProjE:cts%F'- CCF,PA- 004' X00 '_ IJa. plePidlae_ F' ha;;e3- F'PUDasign_Perrnit \OF'Cs \Fee Calculations \DFIAE= [- Phase3A_Engineers 01'C- Performance FeEeGaICAISX 5 of 9 Packet Page -643- 10 i IRAWITAIRV RF'NIFIa F�� J I Ll I t r 6/24/2014 16.A.11. ProjE:ct: Maple aidge at Ave Maria Phase 3A (Rev. 00) Task: Engineer's OF'Cl for Subdivision Fee Calculation Prepared By: Jtti1t Date: 03/19/14 Checked E3V: JOE: Date: 03/19/14 ID DE- 1>C:RIF TIOIV c117f Uhl[T wPEE UNIT PRICE TOTAL PRI CE SAN -1 8" SDR 26 PVC GRA'✓I f'Y :SIEVJEFi MAIN 0' -E' CIJT 144 LY S 22.50 $ 3,240.00 SAN-2 8" SDR 26 PVC GRAVITY SEWER MAIN S6' -E' CIJTZ 40'•3 LF S 27.00 $ 10,881.00 SAN -3 8" SDR 26 F'VC_GRAVITY SEVJE'R MAIN (8' -10' CUT�_�- 262 - _- _--- - - -4.1 - - - -_ LF :i :33.00 - - -_ -- $ 9,306.00 SAN-4 8" SDR 26 F'1 /C GFIAVITY SEWER MA11J 1C� -12 CIJT 7 LF :i -41.50 $ 17,305.50 SAN-5 8" SDR 26 PVC GRA'VIT'Y SEVJER MAIh1(12 "­14' CUT ) _ 198 LF Ei 60.00 $ 11,880.00 SAN -6 8" SDR 26 PVC GRA'VIT'Y :SEWER MAIN (14' -1 E. CIJTl 449 LF :c '70.00 $ 31,430.00 SAN -7 8" SDR 26 MIC' (3FIA'✓ITY SEVER MAIN 1E' -IV CIJT _151 _ l- i= $ 85.00 $ 12,835.00 SAN -8 B" SDR 26 F'VC GRAVITY SE'V✓ER MAIN (1E. -201' C -,IJTI`_ __70 - LF :6 10D.00 $ 7,000.00 SAN. 9 8" SDFR 26 F'\ /C GRAVITY SEWER MAIN (20'•22' (,IJT') -499 LI___ :6 120.00 $ 59,880.00 SAN -'10 8" SDR 26 F'VC GRAVITY SEWER MAIN (2'2''••24' CIJT] -- _2'10 LF $ 140:00 $ 35,000.00 SAN -'l1 4' SANITARY SEWER MANHOLE S6_8' CUTL---- - - - -._ ___ __ _ ______ . ____ E�4_____ $____4_000:00 $ 4,OCO.00 SAN -12 4' SANITARY_SEWER MANHOLE (8_1C' S_ CUT 3 ____ EA - - -_- $ - -- 5,200.00 $ 15,600.00 SAN -'13 4' SANITARY SEWER MANHOLE (10' -12' CIJTL ____ -�- _ ___ ______I - - -- EA_____ .6__- 6,200.00 $ 6,2CO.00 SAN -'14 4' SANITARY SEWER F_ _ 'i ------ EA--- $7 100.00 $ 7,100.00 SAN -'15 — 4' SANITARY SE.WEFR IAANIHOL.E 14' -1E. CIJT ------------------------------- - - - - -- -- - - - - -- ___'I _____ E4____- $ 8,000.00 ----- - $ B4000.00 SAN-16 4' SANITARY SEWER I'AANH0l.E j16' -1E' CIJTL_______ __--- ______ -1 ____ E4_____ $10,000.00 $ t0,000.00 SAN -'17 4' SANIT"ARY SEWER MANHOLE 20' 222' CUT) --------- _3 - -__ E.4_ -_— $ 14,000.00 $ 42,000.00 SAN -18 4' SANITARY SEWER MANIADLE 22 2:4' CIJT -------- - - - - -- ------ - - ------ -- -l-- -- -- -- ------ - - - - -- I ' ___ EA - - -- — _ -- 17,000.00 $ 17,000.00 SAN -'19 CONNECT "TC) EX, MANHOLE ------------------ --------------- - - - - -- ------- - - - - -- I -EA ice___— ______ $ 1, 650.00 --- — -- $ 1,SE 0.00 SAN :20 6" SERVICE LATERAL. (SINGLED ........ __ - -_ -�_ ______ -1'I EA $ __- 794.00 $ 8,7:'4.00 SAN -21 611 SERVICE LATERAL. L100LJ13LQ_ 28 i EA $ B40.00. 23,520.00 AN ;22 TELEVISION INSPECT FtON 2,863 LF $ 2.00- $ 5,7:6.00 N -23 Lss)ikN-: TE1� f ItdG .1 LS $ 1,000.00 ` $ 1,000.00 24 $ SUB- TOTAL .SAN1TA4Y SETW R = $ 349,4137.50 5 %CONT3NGL =NCY= $ 17,474.38 iri:)Tfll'_ ;ii4M1TAiRY a.E'WER = $ 366,9111.88 P:\Aclive- Projeris \P C, CAfA- 004\ 00' 1__ IVlapieFiidge_ F' hase3- PPUDesign__Perrnit \,DPC's \Fee Calculations \DFtikFT_Phase3A_Engineers O?C- _Performance FeeCaic.xlsx 6 of 9 Packet Page -644- i i 6/24/2014 16.A.11. Projec':: Maple Ridge ai Ave W:aria Phase 3A (Rev. 00) — Task: E=ngineers CF'C for Subdivision Fee Calculation - -- --------------- -- Prepared By: JML Date: 03/19/14 — Checked By: _CEO _____— Date: 03/19/14 — IRRIGATION — ID ------- -- ----------- -- -------------- - -- -- -- DESCRIPTION ----- - - -- -- C)TY - - --- -- - - -- UNiTTYPE- ---- - - - - -- UNIT PRICE TOTAL PRICE IRR -1 c 4" PV'C_IRFiIGATION M,41N1C_IOO,Df31B� 2,957! LF ;$ 12.10 $ 35,779.70 — _ _ IRR -2 4" PVC IRRIGATION MAIN C:90(L DR14 - -_ 1i 50 I -F :$ 12.90 $ 1,935.)0 IRR-3 6" PVC IRRIGATION MAIN (0900, DFIIES —_ _______ -4;i0 ____ I_F_ -_ -- .$ _ -15.10 $ 6,795.)0 IRR -4 — 6' PVC IRRIGATION MAIN (C900, DFi- ------------------------ _---- D------ - - - - -- :i'I ----- - - - - -- I_F ----- - - - - -- s 16.50 ---- - - - - -- $ 841.50 IRR -5 B" PVC IRRIGATION MAIN 0900, DI318 _______ —_I58 L- -- _$17.D0 $ 2,686.)0 IRR-6 8" PVC IRRIGATION MAIN (C900, DR141_ 4(i LF $ 20.00 $ 920.00 IRR -7 4" GA -FE VAL.VIE I'1 EA $ 738.00 $ 8,118. D0 IRR -8 — 6" GATE VAL.VEc =-- 4 EA $ 865.00 $ 3,460.D0 ------------ - -- - - -- 2" DOUBLE' IRRIGATION SERVICE (SHORT SIDE:) --- - -_ - -- ---- - - - - -- ---- - - - - -- IRR -9 COMPLEI -110 - - '18 EA $ 1,078.00 $ 19,404.00 — ------------------------- ---------- - - -- 2" DOUBLE IRRIGATION SEW," E7 (LONG SIDE) ----- - - - -- ---- - - - - -- --- - - - - -- IRR -10 (COMPLETI -) 12 EA $ 1,411.00 $ 16,932.00 1" SINGLE IRRIGATION SERVICE (SHORT SIDE:) IRR -11 — (COMPLETE) -- 1 EA $ s 13.00 $ 543.00 ---------------------------------- - - - - _ 1" SINGLE IRRIGATION SERVICE (I_CING 61DE) ------ - - - - -- ------ - - - - -- ------ - - - - -- IRR -12 COMPLETE) 4 EA $ 780.00 $ 3,120.00 REMPOVI E.X. EiLOW -OFF: AND C GNNE,CT TO EX. IRR -13 IRRIGATION MAIN ?- EA $ 620.00 $ 1,240.00 IRR -14 TESTING 1 1S $ 800.00 $ 800.00 IRR -15 TEMPORARY BLOW- CiFf_ _ _ -- —_- 1 1 =A $ E00.00 $ 2,000.00 IRR -16 $ 1. SUB- 1"OT/4L.IRFfIGATl01\I= $ 104,574.20 51N. C0NT1fV'Ci0VGY= $ 5,228.71 rGrl AL fFil ?I(aAI i�l'C)IV $ 109,802.91 P.',Active- Pro)ectsNF'- CCA.M- 004',001 _ I✓a.ple9idge._Phe. =.e3 -F'PI `,Design_ Perrnit \OF'C'sVFee Caicul,a "tlonS\DFI {kFT- F'hase3A- Engineers OPC_Performance FeeC:lalCJ(Isx 7 of 9 Packet Page -645- 10 ' 6/24/201416.A.11. Pn ?iect: Ridge at AvE_A9.�, is Phase 3A (Rev. 00) Task: ----- Engineer's OPC for Subdivision Fee Calculatior Prepared By: — Date: JIVIL 03/19/14 Checked 6y: - - - - - -- JCE - -- Date: 03/19/14 LANDSCAPE AND 1_I(aH11N(a ID DESCRIFTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE L.L -1 STREET I_ IGHTING--------------------------- ---- -- ----- _ —___15 __ -- Elk 9> __ -- 2,250.00 $ 33,753.00 L.L -2 — CREATE BUFFER ALONG PRESE RVE - -- - 1 LS $ 1,229.00 $ 1,229.00 LL -3 ENHANCED PLANTING ON PATI- iWwk,( 1 LS $ 15_000.00 $ 15,000.00 L.L -4 STREET TREES ------- =I_339 LF --- S; Si - - - - -- - 113.50 $ 61,771.50 L.L -5 LITT_OFEAI -S 14,235 SF S 0.07 $ 996.45 1 L.L.6 _ _ _ --------------------------- - - - - -- ---- - - - - -- ------- - - - - -- ------ --- - -- --- - - - - -- - 1.1_7 -------------------------------------- - - - - -- ------- - - - - -- ------ - - - - -- --- - - - - -- $ L.L -8 -------------------------------------- - - - - -- ------- - - - - -- ------ - - - - -- - - - - - -- $ LL -9 $ LL -10 -- - -- $ " LL-1, ------ ----------------- ------------ ------ — -------- - - - - -- ------- - ------ --- - - - - -- $ LL -12. $ - LL -19 LL-1 4 $ L L -15 $ LL�lf- $ - --------- ----------- ----- - - - - -- --- - ----- ---- f- -- -- -- SUB- TOTAL L,'G TWIG = $ 112,746.95 5 %CONTiNGEN^.Y= $ 5,637.35 TOTAL. LANDSCAPE AND LIGHTING = $ 118,384.30 i P:EAciive_Project5 \P- GCEkM- 004 \001._IVIapleFtidge_F'hase3 -PPL\ Design_- Parrnit \,CPC's \i =ee Calculations \IOFU\FT_F'hase3A_Engineers OPC- Performance FE!eCal(,.x!sx: 8 of 9 Packet Page -646- 6/24/2014 16.A.11. Project IJaple Ridge at Ave Maria Phase 3A (Rev. 00) -task: EnOneer sOPC tar Subdivision Fee Calculation_ - -- ---------------- Prepared By: 11vIL Date: 03/19/14 _ CheckC!Cl By: 10E Date: 03/19/14 MIGCFI I ikNFr111:S ID — -------------------------- - - - - -- - --- DE SCRIP'TICIN -- - - - - -- - - -- MY - - - - - -- ------------ 11141T WPE -, UNIT PRICE TOTAL PRICE MISC-1 ---------------------------------------- - - - - -- ------ - - - - -- ----- - - - - -- --- - - - - -- $ MISC -2 $ MISC -3 $ - MISC -4 $ MISC -5 $ MISC -6 --------------------------------------- - - - --- ------- - - - --- -- ---- - - - - -- ---- - - - - -- $ MISC -7 $ - MISC -8 $ MISC•9 — ------ ------------------------------ - - - - -- ------ - - - - -- ------ - - - - -- '�--- - - - - -- $ MISC -'10 $ — MISC -11 --------------------------- ----- - - - - -- ------ - - - - -- ------ - - - - -- --- - - - - -- $ MISC -12 $ MISC -13 $ MI5C-14 $ MISC -'15 $ MfSC -16 $ SUB -TC,T AL MfSCEL.LANE "OUS = $ tlJ> CO,ti'7- l�f(�E -NCY= $ - TOTAL IY,' /SC ELLAiIJEOUS= $ P: Act ive_Projects \P -CCAM- 004\ 001 JA PermMoPC; s \Fee Calculai: ion :,,DIPP,F'r:_Phase3A_Engineers OPC_Perlormance FeeCalc.:dsx 9 of 9 Packet Page -647- ay ' PHASE 3B Calculation Sum 6/24/2014 16.A.11. Project IVIaF >le Ridge at AVE Maria Phase 3B (Rev. 00) Tassc: —Engineer's bPC for Subdivision Fee Calculation -- --------------- - - - -- Prepared By: JIVL. Date: 03/19/14 -- --------------- ---- - - - - -- — Checked 13y: JCE.' Date: 03 /19/14 COINTIN(GE.NCY SUB- ir01'AL PERCENT DOLLAR TOTAL ' EARTHWORK $ 4,43,482.50 556 ;> 22,1:4.13 $ 465,656.63 PAVING $ 374,459.20 5' o > 1F3,i1i3.4'fi $ 393,192.66 DRAINAGE $ 296,485.70 5';6 > '14,614.29 $ 311,309.99 'POTABLE WATER 1:57,593.00 5:6 S 8,3:5).65 $ 175,972.65 SANITARY SEWER $ 2:78,391.50 5:10 > 1'0,419_58 $ 218,811.08 IRRIGATION $ 105,645.80 5 ;o S 51282.29 $ 110,928.09 LANCISCA "E AND LIGHTING $ 120,9.16.+74 5i6 .S q,OulS.80 $ 126,961.84 Total Probable Construction Cas1t: $ 1,7.16,983.74 5'116 :S 85,6219.19 $ 1,602,832.93 NOTES: 1) This Opinion of Probable Cost shall be used) for FtEwnew Fee Calculation Purposes Only. 2) This Opinion of Probable Cost is based on Peninsula Engineering's under standing of the current rules, regulations, ordinances, and construction costs in effect on the date cf this document: Interpretations of these construction costs may affect this Opinion of Probable Cost, and may require adjustments to del ate, decrease, or increa_e portions of this Opinion of Probable cost. 3) All costs provided in this OFIC are based oil recent contract prices, or the Engineers' latest known unit costs. These costs cannot be guaranteed at this time due to unpredictalole and uncontrollable increases in the cost of cona'ete, petroleum, erthe availability of rnaterials and labor. 4) Thia cost estinn2te cloES not include the cost of any building construction. �Kp�Nxrnnnryryr� 1 "IO, ' �N G� EN 5) This; cost estimate assumes dry utilities (LCEC, cable, telephonel will be installed at no-•cost to the developer. 6' �•�,.,� � � p�:•• •.., G� S Z 6) Due to the preliminary na ture of the project, this cost _s4iir:ate includes a 5 °6 contir,g;ency in each settian. S0 ; 7) Review Fees for lake excavation provided in separate Review Fees, with the Lake excavation permit. ;I No. 56171 rN A L ......OliYratiog`C n #56171 Peninsula Engineering Certificate of Authorization #28275 P: Active _Projects'tl'- CCFcPl1- 004'OU'i Ivla. pleRidge_ Phase3- F'PI_`,Desie!r_PerrnitlOF'C's1 ee Calculations \DF(Ai= T_Phase3B_Engineers OPC_Performance FeeC.aic.xisx 1 o.f 9 Packet Page -648- t 6/24/2014 16.A.11. Project: _Maple Ridge at Awe Maria Phase 313 (Rev. 00) _ Task: Enciinear's O °C for Subdvision Fee Calculation ------------- - - - - -- — Prepared By: JML Date: 03/19/14 _ Cheoked By JCE Date: 03/19/14 EARTHWORK (1) PHASE Mt EMI3AIVKMENT PROVIDED BY PHASE 3B LAKE EXCAVATION (511,059 Cl(), PHASE 3A EXCESS LAKE EXCAVATION (22 "!SS, C'f;, AND EXISTING iOCKPILE (APPROX. 90,000 CY) P: Act ive- Pro' lects\ P -CCAM -004\ 001_ Maple' Ridge _Phased- PPL \Design_ Perm it\OPCs \Fee Calcul; aiion3\DflAE='r_Phase3B_Engineers OPC_ Perform, ar. C:e FeeC:alc.Jdrx 2 of 9 Packet Page -649- w ___ ______DESCRIPTION-_-__-__—_— __- _ ___-IN),____ _UNIITTYIPE ID — lflNrrPRICE TOTAL PRICE -------------------------------------- - - - - -- EROSION CONTROL (TUR:BIDITY BARRIER, IN'LE-r ----- - - - - -- ------ - - ---- -- - - - - -- EW -' PROTECT -101q, SEED AND MULCHI C LS $ 1 ?_,',100.00 $ EW -2 STOCKPILE 0 CY $ 1.10 $ EW -3 EMBANKME:N'r - PHASE 313 DEVELOPMENT AREA LI' -_- __116_673 -__- C` / -_ -_ $ -__ -- 2_.50 $ 441,68;1.50 EW -4 NPDES MAINTENANCE ----------------------- ------- - - - - -= ---- -- - - --- - - - - -- EW -ti $ - EW -Ei $ EW -7 $ EW -fS -------------------------------------- - - - - -- ------- - - - - -- ------ -- - - -- --- - - - - -- $ EW -f1 $ EW-10 $ - EW -11 $ EW -12 $ EW -14 $ S'C1B r(77<Il. EARTHIMOPK= $ 443,482.50 .5i;C0AVilf\1(3EN(.-Y= $ 22,174.13 T01AL EARTHWORK= $ 465,656.63 (1) PHASE Mt EMI3AIVKMENT PROVIDED BY PHASE 3B LAKE EXCAVATION (511,059 Cl(), PHASE 3A EXCESS LAKE EXCAVATION (22 "!SS, C'f;, AND EXISTING iOCKPILE (APPROX. 90,000 CY) P: Act ive- Pro' lects\ P -CCAM -004\ 001_ Maple' Ridge _Phased- PPL \Design_ Perm it\OPCs \Fee Calcul; aiion3\DflAE='r_Phase3B_Engineers OPC_ Perform, ar. C:e FeeC:alc.Jdrx 2 of 9 Packet Page -649- w ■ 6/24/2014 16.A.11. ■ Project: Maple Ridge a_AAvve_Maria Phase 3B (Rev. 00) ' Task; Eng Weer - OPC_ for Subdivision Fee Calculation — P epareCI BY: JAL Gate: 03/19/14 Checked By:: JC:E Gate: 03/19/14 IPAVING 7 I r P:',Active_Projects \F' -CC.AKI 004 \00l --t laplel3icJge_Phase3 -F'Pl `.[)esign_F'f;rrnif OPC,'s'�Fee C a1cLll+ stions� DR:Af-'i_Phase3B_Engineers OPC_Performance FeeCalc.xlsx 3 of 9 Packet Page -6SO- ID DESCRIPTION CITY LINIT 711"'IE UNIT PRICE 1 TOTAL PRICE — —PAV-' -------------------------------------- - - - - -- 3/4" ASPHALTIC CONCRETE TYPE: S -III FIRST LkF-F'i _ ------ - - - - -- 9_'59 ----------------------- SY $ 4.95 $ 48,30 '.05 PAV -,! 3/4" ASPHALTIC CONCRE- E TYPE: S -III (,SECOND LIFT)-_ --- ______- 9,'!i9 SY $4,95 $ 48,307.05 PAV -,I — --- 8" LIMI -ROCK: Bf�.i;- EASE ----------------- - - - - -- 11, ;.i4 - - - - - -- 71-, 3Y, $ 6.50 $ 76,401.00 PAV -11 12" sTAEtILI ZED SUBGRADE" ------ ----- -- --- ______ —_ 12,1_14 SN' $ - -___ -_ 1.55 $ 18,838.70 PAV -S TYPE "A" CURE' 1152 _ LF _ $• _ 7.50..$ 1,140.00 ' PAV -6 _ _ _ _ _ _ _ 2' VAI -1 -1_Y GUTTER - _ - - - - - -- -6_976 LF___ -- -g _ -- -11'.95 $ 55,459.20 PAV -7 3' VALLEI'' GLITTER Ci:;0SSIIgG; 7G LF g, 25.00 $ 1,900.00 PAV -8 CONCRETE 13 01EWA.L.K (4- THICE 35516 SF $ 2.95 $ 104,772.20 ' PAV -9 SODDING 4_6'7,? —SY ___ $ 2.00 $ 9,3411.00 — PA.V -10 - - - - - -- -1-1-1-1- - - - - -- - -- - _ SIGNAGE _ _ _ _ 1 —_ LS $ 5.000.00 --- -- - - - - -- $ 5,000.00 ' PP.V -11 ROADWAY STRIPING, ---- - - - - -- - - - -- - -- - -- ------ -- -- - - - - --- - - - _ -- - - -- —� - - -- L`� - - -- - 5,0(10.00 _�--- - - - - -- $ 5,000.00 PP,V -12 PAV_13 ----------------- --- ------- -- --- --------- -- - --- - -- ---------- -- -- -- -- -- -- I - -- --- $ ' SL113- 'n1TAL PAVINS = $ 374,46,3.20 151%. CONTINGENCY= $ 18,723.46 'TOTAL ,PA VI'NG = $ 393,192.66 7 I r P:',Active_Projects \F' -CC.AKI 004 \00l --t laplel3icJge_Phase3 -F'Pl `.[)esign_F'f;rrnif OPC,'s'�Fee C a1cLll+ stions� DR:Af-'i_Phase3B_Engineers OPC_Performance FeeCalc.xlsx 3 of 9 Packet Page -6SO- t 6/24/2014 16.A.11. Project: Maple Ridp at Ave Maria Phase 3B (Rev. 00) Task: EEngirmE31'S 0131C for Subdivision Fee Calculation_ P'epared By: .JMOL - -�__- - Date: 03/19/14 _ Checked By: JCE Date: 03/19/14 nRCJNtkC.F — ID ----------- -------- ;--- -- ------ ---------- - --- -- DESCRIPTION ------- -- - - -- QTY' ---- - - - - -- LI141TIYPIE -- --- - - - - -- UNIT PRICE TOTAL PRICE DRA -'1 8" HDPE s*rORIVI SE'WE:R 593 _ LF $ 19.50 $ 11,56 :3.50 DRA -2 12" IHDPE STC3RIVI •SEiWEJ1 1,107 LF` $ 24.50 $ 27,12'1.50 DRA -3 15" !HDPE S'rOFRIVI SEWER 38:2 LF' $ 27.50 $ 10,505.00 DRA -4 15" RCP 5'rORM SEVVER 325 LF $ 2:2.20 $ 7,215.00 DRA -5 18" RCP :- rOFilo SEVVER 20B LF $ 25.80 $ 5,366.40 DRA -6 24" RCP STORM SEVVER 425 LF g' 38.10 $ 16,19: ?.50 DRA =7 30" RCP;,FORio SEVVER _1_11B LF_ I�g 55.10 $ 61,601.80 DRA -3 42" RCP ST0F110 SEVVER +363 LF $ 100.00 $ 86,300.00 DRA -9 24" HEADWALL. 2 EA $___ $ 5,000.00 DRA -10 - ____�_ 30" HEADWALL. 6 EA _2.500.00 $ 2,605.00 $ 16,830.00 DFIA -11 JUNC roN_I30)C 3 EA $ 2530.00 $ 6,99).00 DFIA -12 VALLE: GUTTER INLET (DOUE3tJ ) 10 EA $ 2 150.00 $ 27,50).00 DFIA -13 CONTROL I, rRLJCTURES 1 EA $ 3,500.00 $ 3,50).00 DRA -14 BOTTOM INLET "FYPE °� 4 EA____ S 700.00 $ 10,80J.00 5 LDITDI-I CH BOTTOM- INLIET TYPE "H" 0 ___ E:A _�_Z $ $ - SUE- TC) "G4L DRAINAGE= $ 296,485.70 ,5i; CONTINGENCY= $ 14,824.29 TOTAL. LIRAINAiGE= $ 311,309.99 P: Act ive_ ProjEK; tsP- CCAM- 004'dr01_Ma.planidge_Phec::e3 F'PI_'d>esianPerrnit \OF'C s \f=ee (;aICIIIatiDns \DRAT= "r_F'hase3B_Engineers OPC_Performance FE:e(,alC:.xlsx 4 of 9 Packet Page -651- L, r, p L' 6/24/2014 16.A.11. FrojE:ct: Map E: Ridge at AVe Maria Prase 3B (Rev. 00) _ Task: Engineer's OPC for Subdivision Fee Calculatior Prepared By. JMI- - -__ —_ Date: 03/19/14 — C:hecked By: JCET ______ Date: 03/19/14 — PO'f AB LE WATER — ID — ------------------------------------------ - - ---- CIE SCRIF'TICIN -------------------------------------- - - - - -- - - -- — - - - -- O.IY -------- - --------- ------- --- - -- UNIT -r(PE: - - - - -- --- - - - --- UNIT PRICE --- - - - - -- TOTAL PRICE WAT-1 8" F'VC WATER MAIN (0900, OR18) _ -_ - - - - - -- ____ —'' 24-0 __ -_ LF i $_ - - - - -- 1'7.00 $ 38,08).00 WAT -2 8" F'VC WEVfER MAIN (C"900, OR14.) 14.1 LE• S> 20.00 $ 2,823.00 WAT -3 10" FVC WATER MAIN (C900, DR18) 1,106 L-F $ __ - - -- 27.00 $ 29,862.00 WAT-4 8" GATE VALVE 5 EA $ 1,000.00 $ 5,00).00 W AT. 5 10" (iiA'1'E VALVE 2 EA S 2,000.00 $ 4,003.00 WAT -6 AIR RELEASE `✓ALVE 2 ____ E_A_____ S 1 169.00 $ 2,339.00 WAT -7 FIRE HYDRA.N -f f \:iSE:MBL.�' (CC11J1F'LE:'i E�_ El EA S 3,1'74.00 $ 25,392.00 WAT -8 PERM. ELACTE= 191ALSANIf'LIE POINT 1 EA :i 1 „306.00 $ 1,30 6.00 2” DOUBLE WATER, isHOR'T SIDE) AT- V 9 COMPLEa 1.► 15 FA S 1,()00.00 $ 15,000.00 WAT -10 2" DOUBLE- W✓i f l-F1 5ER✓I(,E ILO'NG SIDE -(COMPLETE � _ 25 EA S 1;333.00 $ 35,825.00 REMOVE EX EILOW- - -OFF ANC) CONNECT TO EX. WATER WAT -11 MAI61 2 EA S $ - WAT -12 1" SINGLE_ VVATER SERVICE (SHORT SIDE) (COMPLETE) 8 EA - - - -- $ 550.00• $ 4,400.00 WAT -13 1" SIINCii -IE W'ATER SERVICE -J.01\1(3 SIDE) (COMPI.ETE) _ 2 ____E;4 - -_ -_ $ - - - -- 1385.00 $ 1,770.00 WAT-14 TESTING ! LES $ 1,800.00 $ 1,800.00 WAT -15 SUB! T0T4L P�7A(3LE' NG47ER= $ 167,553.00 5 110 C0Al ", Ph3f -IVCY= JS 8,379.65 TC)TAL ,PC ►;rAEtLI= IN'A'rER = $ 175,972.65 r P:Wclive_Projects'rP CCAPA- 004'.0 {)1 _Ma,pleP,idge,_Fhase3 F'PI- 1Design__Perrnii \EPC's1Fee Calculations \DR /U=T_Phase3B_Engineers OPC_PerformancE> FE:eCaIC:.:Klsx 5, of 9 Packet Page -652- 6/24/2014 16.A.11. Fask: : Maple 1eidye at Ave Ubdi Phase Fee (Rev. ati 00) Task: E.ngineer's OF'C: for Subdivision Fee Calculation - - -- -- - - - -- -- - - Prepared By - JNIL_ Date: 03/19/14 Checked Ely: JCE Date: 03/19/14 ISANITARY SEWER L F P:\Aclive- Projects'\ P- OCAIV -D04 \001.- ,VlapleFlidg Phase3- F 'PI_ \Design__Penrit\OF'C'sl! =ee Calculations \DFIAFT_,F'hase3B_Engineers O'DC_ Performance FeeCalc.xlsx 6 of 9 Packet Page -653- 19 ID DESCRIPTION CITY UNIT r( PE UNIT PRICE TOTAL PRICE SAN -1 — 8" SCIR 26 PVC GFiA'VITY SEWER MAIN (0'-6' ClJ'f - - - -- - - - - -- - -------------- - - - - - -- - — - - -- - - - -- ------------- _____ -__62E -- - -- ___ L.f__ — -- ,L_ —__ -22.50 $ 14,1313.00 SAN-2 8" SCIR 26 F'UC GRAVITY SEVJER RIAINS6'-e' CU'I-L _ __________729 LF $ 27.00 $ 19,683.00 SAN -3 B" SCIR 26 PVC GRAVITY SEWER MIN B' -10' MYT 995 L.F $ 33.00 $ 32,835.00 SAN-4 — 8" SCIR 26 F'VC 03RAVITY SEWER MAIN 10' -12' CUT ------------------------ ------------- - - - - -- 365 ------ - ---------------- LF - -- $ 41.50 ---- - - - - -- $ 15,147.50 SAN -5 8" SD13 2Ei F'VC GFLaVI'fY SEWER MAIN 12' -14' CIJT 66 Lf E6 69.00 $ 3,961.00 ' SAN -6 4' SANITARY SEINER MANHOLE 16' -B' CUTl 6 Ei% $ 4,000.00 $ 24,00).00 SAN -7 4' SANIT'ARY';SEVVER MANHOLE (B' -10' Urn 2 EA $ 5,203.00 $ 10,403.00 SAN -B 4' SANITARY SEi1N'E_13 MANHOLE X10_12' Clff� _ __i _ _ EA $E_200.00 $ 18,600.00 SAN -9 4' SANITARY SE VVE_R MANHOLE ClJ'T) ____ —_ - _-- - - -___ 1 EA_____ i6_- __7_100.00 $ 7,100.00 S / \N -' 0 — 4' SANITARY SEYVEIB JJfA,NHOI.E 14' 16' ClJ'f ------------------ ------= 5----------- - - - - -- -- - - - - -- _ -_ 1 ___- EA_ -___ $ E?,000.00 - - - - - -- $ 8,003.00 SAN -' 1 CONNECT TO EX. MANHOLE 1 _ EA $ 1,350.00. $ 1,85D.00 SAN- 2 — 6" SERVICE LA E-9k. ( SINGLE) ------------------------------------------- -- - - - - -- __20 _____E,4 - - -__ $_794.00 $ 15,88D.00 SAW 3 SAN-' 4 6" SERVICE LATERAL. (DOUBLE)__36 TELEVI :SION INSPECTION 12, 7K I ------ EA_____ LI $ $ 2.00 $ 30,24D.00 $ 5,566.00 SAN-' 5 TESTING ------------------- — - - -- Lt - - $ 000.00 $ 1,000.00 ------ ----- - - - - -- -------- - - - -1 - - -- - -- - - - -1 SDB -TOTAL ,5A.NiTA Y SEWER = $ 208,351.50 5 °o GX:WTffJuE=NCY= $ 10,419.58 ' TOTAL SANITARY SEWER = $ 218,611.08 L F P:\Aclive- Projects'\ P- OCAIV -D04 \001.- ,VlapleFlidg Phase3- F 'PI_ \Design__Penrit\OF'C'sl! =ee Calculations \DFIAFT_,F'hase3B_Engineers O'DC_ Performance FeeCalc.xlsx 6 of 9 Packet Page -653- 19 6/24/2014 16.A.11. Projaac°: Maple Ridcie at Ave Maria F'hase 3B (Rev. 00) — Task; E_nglneE ;l S OPC for Subd vision Fee Calculation — Preparecl By: _IRAL_ Gate: 03/19/14 Checkad By IGE- _— _ -__ -_ Date: 03/19/14 _ IRRIGATION r C I 11 r P: \Active- Proje(-,ts \P- CC)aNt- 004\ 001__NlapleFtidge_F'hase3 -F'PL\ Design-- P?rrnit \C,PC's \Fee Calcula: tions \DFIAFT_F'hase3B_Engineers O'C_ Performance F&K.2tic.x1s>: 7 of 9 Packet Page -654- IC DESCRIPTION UNIT TYPE PRICE TOTAL PRICE IRR-1 ------ --- - - - --- ----------- - - - - -- - 4" PVC IRRIGATION MAID (C900,L)R18Z J _ -_ -ury - -- 3,600 ---- -- - - LF _LINIT - - -- - --- - - - - -- $ 12.10 $ 43,560.00 IRR -2 — 4" PVC IR!PIGATION MAIN (0,900, DR14) - - - - -- - _ 4:Z _ LF $ 12.90 $ 541.80 IRR -3 4" GATE= VALVE ------ 1 - - -''j EA - - - - --- - - -- -g 73E. +D0 $_________ $ 2,952.00 - ' -,=------- - - - - -� _--- V- �Ic - - - -- - -� - -- 2" E)OL KE: IRRIGATION 3E'IPVI ^E: oFIORT' IDEi IRR -4 (COMPLETE) -- ------- - - - - -- ------ - - 1076. D0 - - -- ----- - - = - -- $ 21,560.00 — ------------------------------------ - - - - 2" ETCUBLE: IF3IPIGA.I'ION SEIPVIiE_ (I_ +CNG SIDE) IRR -5 (COMPLETE) - ------- _-- )--------------------------- 1 - - - =�� EA -- - - -E.ti $� -1,411. _ - - -- - $ 29,631.00 ° - -� —_� -° 1" , >INGLEi1RFb3L 101� it -P',\ ICE SHORT SIDE g------ FDO IRR -6 COEv1FE_LTE) - - - - -- ------- - - - - -- - - - - -- _ _4 -3.D0 - - -- $ 3,801.00 — -------------------------------------- 1" SINGLE: IRRIGATION SERVICE (LONG SIDE:) IRR -7 COEVF'E_I_TE -j ---- ------- - - - - =? --- — E:A_ - -- '- g=---- _780.00 $ 1,560.00 — .................... - - - - -- RE-MOVE EX. I3L.W -C,FF AND CONINEiCT TO EX. IRF -8 IRRIGATION MAIN 2 EA $ 620.00 $ 1,24000 IRF 9 I--------- TESTING 1 L.S $ 600.00 $ $ 80000 5113 -TOTAL I,RFtIGAFION+= $ 105,645.80 5 %, CO.NUN'GEN(,Y= $ 5,282.29 ' TOTAL. FRRIGATi'TON= $ 110,928.09 r C I 11 r P: \Active- Proje(-,ts \P- CC)aNt- 004\ 001__NlapleFtidge_F'hase3 -F'PL\ Design-- P?rrnit \C,PC's \Fee Calcula: tions \DFIAFT_F'hase3B_Engineers O'C_ Performance F&K.2tic.x1s>: 7 of 9 Packet Page -654- i r s 6/24/2014 16.A.11. Project Maple Ridge at F,ve Maria Phase 3B (Rev. 00) ')-ask: _Engineer's OPC for Subdivision Fee Calculation Prepared E3) /; _ JNIL — - - -- - -- - - -- -Gate: 03/19/14 _ - - - - - -- Checked By: JCE_--- - - - - -- Date: 03/19/14 LAKIMnAPF AND LIGI4TING9 ID LL -1 LL -2 — ___________< ✓ ___________e_— ______ —__ IDE'SC'FIIP'T1CIN STRE:E ='F LIGHTING CREKrE BLIFFER.ALONG PERSERVE: _____________ (�Tl' 18 1 ____________ IJIN'IT1Pf PE E/> - -__ LS 11NIT PRICE �$ _ - -_? 250.00 $ 10,Ei35.00 TOTAL PRICE $ 40,500.00 $ 10,535.00 LL-3 STFIE:E'f TREES 3,542 LF $ =8.50 $ 67,377.00 LL -4 LITTOF.ALS 35,772 Sf- $ 0.07 $ 2,504.04 L.L -5 $ LLL -6 ----------------------------------------- - - - - -- ------- - - - - -- ---- - - - - -- ---- - - - - -- $ L.L -7 $ L.L -8 $ LL -9 ---------------------------------------- - - - - -- ------ - - - - -- ---- - - - ° -- - - - - - -- - -- $ - L_10 $ L` 11 ------------------------------------ - - - - -- - ----- - - - - -- ------- - - - - -- --- - - - - -- $ $ L. i�t $ i $ L _ -1 E. $ SUE?-TOTAL. LANDSCAPE "AND !_iGHTIN'G = $ 120,916.04 5 % COAfTjhl(3E'NCY= $ 6,045.80 TOTAI- L.A fVDSCYIPE jAND L.IGIiTIIVG = $ 126,96.1.84 P',Active_ Projects`, P- CCA,M- 004`, 00-!,_ IVaplePid (?e.- Phas. e3- F'F'U,E)esign_.Perrnit \OPC's \Fee Calculations \DPAi--T_F'hase3B_Engineers OPC_Performa.nce FeE! alc. :dsx 8 of 9 Packet Page -655- 6/24/2014 16.A.11. Project: Maple Ridge at Ave Maria Phase 3C (Rev. 00) t y ( Task: Engineer's OPC for Suf division Fee Calculations Prapared By. JVIL. Date: 03/19/14 ------- — ----- — ---------- — s Checked By: JCE: Date: 0.3/19/14 - --------------------------- ♦PHASE 3C rte Nn Nciravc:r- Calculation Summary SUB. -TOTAL PERCENT DOLLAR TOTAL EARTHWORK $ 138,1 0.90 i:% $ i ,908.'5.5 $ 1,15,079.45 PAVING $ 226,01.4.85 5- $ 1.1;30rJ.7.q $ 237,315.59 ' DRAINAGE. POTABLE WATER $ $ 4- 9,121.70 129,2'19.00 5 5 %, $ $ .2 A55.0.9 5,460.9,5 $ $ 51,577.79 135,679.95 SANITARY SEWER $ 280,99-1.50 5%i $ 1.4,049.:5.8 $ 295,041.08 IRRIGATION $ 68,066.20 .5 %i $ .3,403..31 $ 71,459.51 LANDSCAPE AND LIGHTING $ 80,423.16 :5 %i $ 4,021.16 $ .34,444.32 Total Probable Construction Cost: $ 9721007.3 5% $ 48,600.37 $ 1,020,607.68 r NO - -ES 1) Thi< Opinion of Probable Cost shall be used for F.cview Fee Calculation Purposes Only. 2) Thi: Opinion of Probable Cost is based on Peninsula Engineering 's understanding of the current rules, rE:gulations, orclinartces, and construction costs in ' effect on the date of this document. Interpretations of these clan, truction tests may affect this Opinion of Probable Cost, and may require adjustments to delete, decrease, or increase F,ortions of this Opinion of Frobable 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 or concrete, petroleum, or the availability of materials and labor. 4) This cost estirna +e doe; not include the cost of any building construction. �,gN�H{ItBU�Mh1U�Nyy�� C. E • r 5) Thh cost estirnateassurnes cost dni utilities (U r cable, telephone) will be installed at no -cost: to the developer. .� O .••••••.., G '� ••'��CE/y ••• �j; 6) Due to the p- reliminary nature of the project, this cost estimate includes a 55; Contingency in each section. � : :. �• � + _ No- 5617, 7) Review Fees for lake excavation provided in separate Review Fee, with the IaM.e excavation permit. )� . ALG ,W rsh,P.E. ',�✓����r�rrrrRrnnFe4r{iation #56171 Peninsula Engineering Certificate of Authorization #28275 P', Active_ Pro , jects\P- CC.AM- 004\001Ma.pleR:idge__ Phase9 -PPP \Design_ PerrnittOPC:'stFee Calculations %[)RAFT._Phase3C_ Engineers OPC_Perforrrance FeeC:aICJCIsx 1 of 9 Packet Page -656- P`Actve- Projects \F' -CLAM 004 \001 _IvlapdelBidgePhas.e; F'Pl ,Design_PermifOPC:':� FeeC; al culatio,-is\DP',El.f='T_Phase3C_Engineers OPC- Performance FeeC,alc.:dsx 2 of 9 Packet Page -657- 60 19 6/24/2014 16.A.11. Project: Maple Ridcie at AVE! Maria Phase 3C (Rev. 00) ' Tasa Engineer's OP_C for Subdivision Fee Calculations_ -Date: Prepal -Ed By: JML - - - -- - -- -- 03/19/14 Checked 13y: JCE - -- Date: 03/19/14 EAFITHWORK ID DESCRIPTION OTY L1141T TYPE UIVI -r FIRICE TOTAL PRIDE — -------------------------- --------- - - - - -- EROSION CONTROL 11IJRE11DITY'BA,RRIER, JNLE-F ----- -- - - - - -- --- - - - - -- --- - - - - -- EN-1 — PROTECTIC94, SEED AND MUL.C:H) --------------------------------------------- 1 ------ - - - - -- LS ; $ 1 ?..500.00' $ 12,500.00 ----- - - - - -- ---- - -- - -- EMBANKMENT - STOCKPILE 9N FUTURE PHASE it EN-e' — DEV'ELOF'MEN-T AREA ---------------- -E ----------------------- - - - - -- 7,9!3'3 ------ - - - -- -Cl' 1 g 1.10 $ 8,78.7.90 ----- - - - - -- _- _ - - - -- EMBANKMET - PHAS 30 DEVELOPMENT AREA - E (COVIPACTED IN- D 76, 76,722 �Cti' $ -1.50 $ 115,08:3.00 EW -4. NDF'E:i MAINTENANCE 3 100I0'H ; 600.00 $ 1,800.00 ' EN-E, - —E VV-E. $ EN-7 ------------------------------------- - ----- ------ - - - - -- ----- - - - - -- ---- - - - - -- $ E W -8 $ EN-5, E\v -10 $ - $ - BV-1 1 — -------------------------- - - - - -- ----- - - - - -- - - - - -- - - -- - - - - -- - - -- - - - - -- $ E\v -12 - ----------------------------------- - - - - -- - - - - -- - - - -- ---- - - - - -- - - - - - -- $ - E \'V -13 $ - E\v-1 4 $ SUES- TOTALL. EARTHWORK- $ 138,170.90 5%; CONTINGENCY= $ 6,906.55 TOTAL EARTHWORK = $ 145,079.45 I P`Actve- Projects \F' -CLAM 004 \001 _IvlapdelBidgePhas.e; F'Pl ,Design_PermifOPC:':� FeeC; al culatio,-is\DP',El.f='T_Phase3C_Engineers OPC- Performance FeeC,alc.:dsx 2 of 9 Packet Page -657- 60 19 6/24/2014 16.A.11. ' Project: Maple Ridge at AVE IMaria Phase 3C (Rev. 00) — Task: Enginee_r__OPC_�or SubJivision Fee Calculations R'e)pared E3y: SAL Date: 03/19/14 Checked By: ICE__ -- Date: 03/19/14 I r P `Act ve_Pro'ectslF'- CCA,NA- 0041001_ Mapl eRid c7e__ Pha.s. e3- F' PI_`,Design_F'f:rrnit',OPCYs\Fee Calcul, ations \DiRALF=- f._Phase3C_Engineers OPC_Performance Fe@C;aICJCISX 3 of!) Packet Page -658- PAVING ID DE'SCRIIPTI JN OTY L1141T WIDE E UNIT PRICE TOTAL PRI CE PAV -' — 314" ASPHAI fI(', CONIC RE'- I _T'A'PE S-111 FIRST LIFT) _ - -- - - - - - -- --- - - - - -- - - - -- ------ - - - - -- 5 '1.1 - -- ____ Sl_____ — _$4.95 $ 28,284.30 PAV -2 3/4" ASPHALTIC C_ONCRE TI_ 7YPE_S_111(SECOND LIIFTL- Sl - - - -_ - $_ - - - - -- x.95 $ 28,284.30 PAV -3 8' 1-9MEROCK ETAS E 6_871 - - -_ SY g _ - -__ -_ 6.50 $ 44,661.50 PAV - 1. 12" STABILIZED SUBGRADE_ 7,106 Sl' g 1.55 $ 11,01.3.30 PAV -S 2'V,0,1- LEY GUTTER 4,'143 LF $ 7.95 $ 32,936.85 PAV -0 3' VALLEY GUTTER CROSSING 1154 LF g'. 25.00 $ 3,850.00 PAV -7 CONCRETE SIDEWALK CV THICK', - 20,208 SF: $: 2.95 $ 59,61 :3.60 PAV -8 SODDING 3,635 SY $ 2.00 $ 7,370.00 PAV -9 SIGNA,GE 1 - LS 5 „000:00 $ 5,000.00 PA.V -10 ROADWAYSTRIPING 1 - -- LS ----- - - - - -- $ - - l5,()00. o - - - -- $ 5,000.00 — ---------------------------------- - - - - -- ------- - - - PA.V -12 $ SUB -TOTAL PAVING = $ 226,014.85 5i; C0N77IVG,EAICY= $ 11,300.74 T'OT 9L SPA VING = $ 237,315.59 I r P `Act ve_Pro'ectslF'- CCA,NA- 0041001_ Mapl eRid c7e__ Pha.s. e3- F' PI_`,Design_F'f:rrnit',OPCYs\Fee Calcul, ations \DiRALF=- f._Phase3C_Engineers OPC_Performance Fe@C;aICJCISX 3 of!) Packet Page -658- I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6/24/2014 16.A.11. F11oja -,t: Maple Ridge at Ave IVaria Phase 3C (Rev. 00) Task: Engineer's DF'C for Sub vision Fee Calculations - -- ----------- - - - - -- — Prepared By: XAL Date: 03/19/14 Checked By: JCE Date: 03/19/14 — DRAINAGE--------------------- - - - - -- --------- - - - - -- --- - - - - -- ---- - - - - -- - - - - ^- - ID DESCRIPTION CITY" UNIT T'Y'PE UNIT PRICE TOTAL PRI(;E DRA -- 15" RCP STORM SEVER 23 LF 1-$ $ 2£:.20 $ 577.20 DRA -4! 18" RCF' STORM SEWER S:2 LF 25.80 $ 1,34'.60 DRA -Cl 24" RC.F' STORM SEVER 1309 LF $ 38.10 $ 23,2041.90 DFtA -,l 24" 1 EAUNALL 3 EP, $ 4!,500.00 $ 7,500.00 DRA -5 VALLEY - GLITTER INL.E: -F (DOUBLE) 6 EA $ 2,750.00 $ 16,500.00 SUB-TOTAL DRAINAGE= $ 49,12 f.70 ;i`.! CONTINGENCY= $ 2,4563.09 TOTAL DRAINAGiE= $ 51,57:779 ' P `Act ve_ Projects \F' - CLAM -00,P, 001 _t�aplelPidge _Pha. sea- P,F't- \Elesign_F'errnit \OF'C; s \I =ae Calculai: ions '�DIPF,F-- F_Ptiase3C_Engineers OPC_Pertormance FeeCalc.)dsx 4 of 9 Packet Page -659- ho 10 0 I P:',Act ve_Projects�F' CCA, �A• 004',O(YIIJaplelRidge,_Phase3 PPI �Design_Pern�itlOPC;'s Fee Cal culadons'DRAFT._Phase3C- En gin eers OPC_Performance FeeCalc.:dsx 5 of 9 Packet Page -660- 6/24/2014 16.A.11. F'rojer + :: Maple Fudge Ave Maria Fhase 3C (Rev. 00) ' Task: - -- EEngineer's. 0F'C for Subd vision Fee Calculations WATER Prepared By: JIM L Date: 03/19/14 — - - - -_ Che--kad By JCE_ Date: 03/19/14 — 0 I P:',Act ve_Projects�F' CCA, �A• 004',O(YIIJaplelRidge,_Phase3 PPI �Design_Pern�itlOPC;'s Fee Cal culadons'DRAFT._Phase3C- En gin eers OPC_Performance FeeCalc.:dsx 5 of 9 Packet Page -660- POTABLE WATER ID DESCRIPTION ury UINIT'TY'F E- UNIT PRICE TOTAL PRICE ' WAT -'1 — ------------------------------- --- ----------------- 10" PVC'NATER tAAJI\I 0900 DR1131 -- ------------------------------------ - - - - -- --- - - -2,0 G? - - -- - - -- I_r - - - -- -- $ - - - - -- -27.00 -- $ 55,1.00 265 WAT 2 10" PVC'NATER I✓A,lrl x(3900_ DR14-)_ 88 LF _$0.00 $ 2,640.00 WAT -3 10" (SATE VAI -V E: 10 EA 2,000.00 $ 20,000.00 ' WAT -4 AIR RELEASE: VALVE: 'I EA. $ '1,169.00 $ 1,1651.00 WAT -5 FIRE: Hl'DRAIVT ASSEMBLY ICOMPLETE`. 4 EA.----. $ :3,174.00 $ 12,696.00 WAT -G TEMP. BACl -ERIA . SAMPLE Foiirr 5, rA, $ 250.00 $ 1,750.00 2" DD jBLE 'NAT Ell SERVICE (SHORT SIDE:) � WAT =1 — COMF'l-E'TE� - - - - :- -------------------- --------- - - - - -- - ---- _ -_ - -- 13' ____ EA_ - -__ $_ _1,000.00 $ 8,00().00 ' WAT -13 — 2" DDLIBLE WATER SERVICE LOIJG SIDE (COMPLETE ---------------- ----- 5-------------- - - --�------ ______ lii ____ A_ - - -- $ 'L4- 33.00 --- - - - - -- $ 21,495.00 W.AT -9 1" SINGLE: INATEEIR SERVICE (SHORT SIDE; ­(C'CMPLEETE} 3 EA, cc $ 550.00 $ 4,400.00 WAT -10 1' &TINGLE: WATER SERVICE (LCMG; SIDE) (COMPLETEI 0 EA, $ £185.00 $ - WAT -11 TEST114C3 1 LS $ 1.800.00 $ 1,800.00 WAT -12 REMOVE: EX BLOVJ -OFF= AND COM4EC:T TO EXANATER h 1 _ EA, - -- $_- __ -_ - -- $ ' WAT -13 -------------------------------------- - - - - -- ------- - - - - -- ---- - - - - -- -- - - - - -- 1 $ WAT -14 $ SUES -TOTAL POTABLE IVATER = $ 129,21,3.00 C'ONTIh'GF_MCY= $ 6,460.95 TOTAI' P07ABLE VV.ATi:R= $ 135,679.95 ' 0 I P:',Act ve_Projects�F' CCA, �A• 004',O(YIIJaplelRidge,_Phase3 PPI �Design_Pern�itlOPC;'s Fee Cal culadons'DRAFT._Phase3C- En gin eers OPC_Performance FeeCalc.:dsx 5 of 9 Packet Page -660- v v 6/24/2014 16.A.11. Project: Maple Flidpe at Ave Maria _Phase 3C (Rev. 00) Tasty: E:rigineer's OF'C for Subdivision Fee Calculation: Prepared By: JML Date: 03/19/14 _ Checked By: JCF Date: 03/19/14 CANITAI:ZV CF=FNF :Q ID ------------ - - - - -` -------------------- - - - - - DI= SC'IRIP'nON ----- - - - - -- GIW - - -- UNITTY'F'E- UNIT'IPRICE TOTAL PRICE SAN-1 I S 53'1 1_F $ 41.50 $ 22,285.50 SAN -2 8` SDIR 26 P'JC Gif3,4W'I'TY' :SEIWYEiR MA.IIV 112' 14' CUI� 1I8 7 LF $ 60.00 $ 23,220.00 SAN,'! 8" SDR 26 PVC GRAVITY SEWER MAIN i14' -16' CUTS 382 LF $ 70.00 $ 26,740.00 SAN-4 — 8" SDIR Lis f 'JC GRAW'fi'Y' SE:WEER DAA.IIV i 16' -Y. 8' CUT -- — VC; GR--- -- -SEIV ER MAIN 16- 8' CUT) - -- I E30 ---- - - - - -` 8 LF - -- - -__ —_ $ - - - -- -85.00 $ 23,800.00 SAN -E 8" SDR 26 PVC GRAVITY SEWER MAIN 118' -20' CUT) 460 I_ ____ 1- F_____ $100.00 $ 46,000.00 SA WE — 8" SDR 26 PVC GRAVITY SEWER MAIN i20' -22' CUIT - ------------------------------- --------- - - - -- - - - - -- 7f3 1 LF ----- - - - - -- $ _- 120.00 - - - -- $ 21,360.00 SA,N -7 — 4' SANIITARI' SEANER MANHOLIc OU. -12' CUTS ------------------------------ - - - - -- --- - - - - -- 2 ------ - - - - -- _ EA_ $_ 0,20C.00 -- - - - - -- $ 12,400.00 SA,N-E 4' SAPJII -AF;I' SEINER IVIANHIOUE 112'••14' CUT� 3 EA $ 7,100.00 $ 21,300.00 SAN-5 , 4' SANITARY SEWER MANHOLE 114'••1(3' CUT)_ 1 EA $ 8,000.00 $ 8,000.00 SAN -10 4' SANITARY SEWER MANHOLE 116'••18' (',UT i EA. $ i0 000:00 $ 10,000.00 SAN -11 4' SANITARYSE✓VIER MANHOLE 11E •20' CUTS 3 EA $ 2,000.00 $ 36,000.00 SAN -12 CONNECT TO EX. MANHOLE: I EA $ 1,850.00 $ 1,850.00 SAN -13 6` SERVICE L.A- fEFIAI_ /SINGI -I-_1 :_, EA $ 794.00 $ 1,5813.00 SAN -11 6" SERVICE U. TEFIAL (DOUBLED 25 EA _$. _ 84-0.00 $ 21,000.00 SAN-1 5 TELI_VISION INSF'E=CT'ICN 2,224 LF $; 2.00 $ 4,4413.00 SAN -13 TESTING 1 LS $ 11000.00 $ 1,000.00 SAN -1 7 $ SUB- 7'CTAI_SAN /T.AR'(S!=M /F -R= $ 280,991.50 5' COMINGENCY = $ 14, 04 9.58 TC► fAL ,SPiNJTia q')' S EEINEiR = $ 295,041.08 P:\ Active_Projects \F'- CCAhl- -OOiI\ 001_. MapleRicige__ I' hase3- PF 'L. \Gesipn_F'ermit \OPC:':;',Fee Calculal: ion:��DRP,F :T_Phase3C_Engineers OF'C_Performance FeeCalc.A&K 6 of 9 Packet Page -661- e w i r 6/24/2014 16.A.11. Projed: Maple Ridge at Avg Maria -Phase 3C (Rev. 00) Task; Engineer's Of'C for .subdivision Fee Calculations -- ------------------- Prepared By: JINAL Date: 03/19/14 Checked By: JCE Date: 03/19/14 IR141G ATION ID DE CRIPTION --------------------------------------- - - - - -- are ------- - - - - -- UNIITTY'F E" ---- - - - - -- UNIT PRICE ------ - - - --- TOTAL PRICE — IRR -1 4" PVC IRFIIGATION MAIN (C900,D[318) ------------ _____ 2,143 _ -_- �r - - -__ - $ ------- 12.10 $ 25,930.30 IRR -2 4" PVC IRRIGATION MAIN (0900. DR•I•L ---------- _ -12'1 ___- LF - - - -- _$ ------- 12.90 $ 1,560.30 IRR•3 4" GATE `✓ ALV - -------- - - - -l3 ..... EA - - - -- - = - - - -- -738 A0 $ 5,904.)0 2" DOUBLE 1'RRIGATION SERVICE: (SHORT SIDE) IRR -4 COMPLE1 E :,1 - - - -- 1'.5 ------- - - - - -- _____EA, ____ :$ 1,D78.00 ------ - - - - -- $ 16,170.D0 — - - -i ------------------------------- - 2" DOJE1L.E IRRIGATION SE= RVICE: (I-CING SIDE) IRR -5 COMPLETE_1 1'I - - - - -- EA, ---- - - - - -- ,$ 1,411.00 ----- - - - - -- $ 15,521.00 — -- ------ R-- -, -TIO - - - -- -ICE :(L (LONG SID -- - - - - -- 1" SIIVG91_t_ IF;F�I'G,4TIC�PJ SERVICE: (I_GNi3 SIDE) ------- I IRR -6 (CO-MP--L-E1--E =-1- 21 - - - -EA - - -- ___ - _ 780.00 $ 1,560.00 — ----------------C--- - - - - C--i ---- _ -_ -__ RUKIV1E E:;K. &ON-OFF AND bNIVET 0 EX. ------------ IRR -7 IRIRI(3A,1'ICMJ MAIN ----- - - - - -- .1 EA - - -- _ - - -- - ----- - - --- $ 620.00 IRR -8 — TE -FING --------------------------------------- - - - - -- 1 LS ------ - - - - -- $ 800.00 ------ - - - - -- $ 800.00 IRR -9 — -------------------- $ .. SUE3- TOTAL. IRAIGA[TI'ON = $ 68,066.20 , C01VT11VG;L7N'C %' ✓= $ 3,403.31 TG11"AL IFtlilta,A71CIIV = $ 71,469.51 P:�Active_Projects P CLAM- 004 \00I__ Map[ eRidge_ F' h< ise3- F'PI_'[)esigr_P� >rrnit \OF'C's \Fee Calculations \DRAFT_Phase3C_Engineers OPC_Performanre FeeCalc.xlsx 7 rv! ' Packet Page -662- 6/24/2014 16.A.11. Project: Maple Ridge_al_Ave Maria Phase 3C (Rev. 00) Task Enng'ir (?ar's OPC for Subdivision Fee Calculations - -= ---------- - - - - -- — Prepared By: _IML Date: 03/19/14 _ Checked By: JCE Date: 03/19/14 i enincr_eaG Awn i inuniin: -- ID ------- ----- ----- ---- - - - - -- -- ---- --- -- - --- -- - DESCRIPTION N -- --- -- - - - - -- OTY' ------ - - - -- LIMIT TY'PIE -- ---- -- ---. LIMIT PRICE TOTAL PRICE LL-1 STREE=T L.IGiHTINGi 10 EA; $ 2,250.00 $ 22,500.00 L.L -2 STREE"f TREES 3,0133 LF $ 18.50 $ 57,09-.00 LL -3 LITTORALS 11,13138 5F' $ 0,07 $ 832.16 L.L -4 $ L.L -5 $ L.L.L 6 ---------------------------------------- - - - - -- °----- - - - - -- ------ - - - - -- ----- - - - - -- $ - LL -7 $ LL-8 $ L.L-9 $ - LL -1(1 $ LL -1' ------------- --- -- -------------------- - - - - -- ------- - - - - -- --------------- - - - - -- $ LL -1'! $ LL-13 $ - LL -1 1I $ LL -1 ; $ - LL-1 ( ; S Si.JEI- TOTAL. LAAII)SC');PE',4AID LIGHTING = $ 80,423.16 5%, CONTINGENCY= $ 4,021.16 7'0' T4L .LLIA[L)SC.4171=11IVL)LIGNTIIJG= $ 84,444.32 P:\ Aclive_ Project's', P- CCA,DA- 00 4\001__MapleFiiJge_Phase3 -F'PI- \Des :gn__Perrnit \OF'C's \I =ae Calculations \[)RAFT_ Phase3C_Engi nee rs OPC_PerformancE: FEECaIC.:KISX 81319 Packet Page -663- 0