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Agenda 05/22/2018 Item #16A 405/22/2018 EXECUTIVE SUMMARY This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of Maple Ridge at Ave Maria Phase 5B, (Application Number PL20180000568) 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 5B, 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 5B. 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 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 procedur e 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 5B be approved for recording. FISCAL IMPACT: The project cost is $1,777,017.15 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water & Sewer $ 696,250.10 b) Drainage, Paving, Grading $1,080,767.05 The Security amount, equal to 110% of the project cost, is $1,954,718.87 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: $33,547.01 16.A.4 Packet Pg. 600 05/22/2018 The Fees are based on a construction estimate of $1,080,767.05 (does not include Ave Maria Utilities) and were paid in March 2018. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,124.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) n/a c) Drainage, Paving, Grading (.75% const. est.) $ 8,105.75 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) n/a e) Drainage, Paving, Grading (2.25% const. est.) $24,317.26 GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public Facilities (COA) prior to the issuance of the construction plan final approval letter and plat recordation, except when the applicant elects to delay obtaining a COA for non-residential developments that are required to obtain approval of a site development plan prior to the issuance of a building permit. LEGAL CONSIDERATIONS: The applicant is requesting approval of the final subdivision plat and construction and maintenance agreement. The Board shall consider the County Manager or designee’s recommendation and shall take evidence and testimony in regard to the final subdivision plat requirements identified in LDC sections 10.02.04 B, 10.02.04 C, and other provisions of the LDC, as well as Chapter 177, Florida Statutes. If the Board denies or places conditions on the final subdivision plat, it shall state reasons for such denial or conditions. This item has been approved as to form and legality, and requires a majority vote for Board approval - SAS RECOMMENDATION: To endorse staff’s recommendation to approve the final plat of Maple Ridge at Ave Maria Phase 5B (Application Number PL20180000568) for recording with the following stipulations: 1. Approve the amount of $1,954,718.87 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: Lucia S. Martin, Technician, Development Review Division ATTACHMENT(S) 1. Location Map (PDF) 2. Plat Map (PDF) 3. Opinion of Probable Cost (PDF) 16.A.4 Packet Pg. 601 05/22/2018 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.4 Doc ID: 5365 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 5B, (Application Number PL20180000568) approval of the standard form Construction and Maintenance Agreement and approval of the amount of the performance security. Meeting Date: 05/22/2018 Prepared by: Title: Technician – Growth Management Development Review Name: Lucia Martin 04/12/2018 2:30 PM Submitted by: Title: Project Manager, Principal – Growth Management Department Name: Matthew McLean 04/12/2018 2:30 PM Approved By: Review: Growth Management Department Judy Puig Level 1 Reviewer Completed 04/12/2018 2:52 PM Growth Management Development Review Chris Scott Additional Reviewer Completed 04/16/2018 10:07 AM Growth Management Operations & Regulatory Management Stephanie Amann Additional Reviewer Completed 04/16/2018 4:22 PM Engineering & Natural Resources Jack McKenna Additional Reviewer Completed 04/17/2018 9:33 AM Growth Management Development Review Brett Rosenblum Additional Reviewer Completed 04/18/2018 8:26 AM Growth Management Department Matthew McLean Additional Reviewer Completed 04/18/2018 9:57 AM Growth Management Department Thaddeus Cohen Department Head Review Completed 04/18/2018 11:25 AM Growth Management Department James French Deputy Department Head Review Completed 04/19/2018 10:48 AM County Attorney's Office Scott Stone Additional Reviewer Completed 04/27/2018 2:59 PM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 04/30/2018 7:37 AM Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 04/30/2018 10:58 AM Office of Management and Budget Allison Kearns Additional Reviewer Completed 05/01/2018 8:37 AM County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 05/12/2018 11:16 AM Board of County Commissioners MaryJo Brock Meeting Pending 05/22/2018 9:00 AM 16.A.4 Packet Pg. 602 MAPLE RIDGE PHASE 5B LOCATION MAP 16.A.4.a Packet Pg. 603 Attachment: Location Map (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) CAMP KEAIS ROADOIL WELL GRADE ROADRANGE 29 EASTRANGE 28 EASTTOWNSHIP 47 SOUTH TOWNSHIP 48 SOUTH AVE MARIA UNIVERSITY COUNTY ROAD 858 (OIL WELL ROAD) PROJECT LOCATION DEDICATION AND RESERVATIONS: LOCATION MAP APPROVALS COUNTY ATTORNEY: COUNTY SURVEYOR: COUNTY COMMISSION APPROVAL: FILING RECORD COUNTY ENGINEER SURVEYOR'S CERTIFICATION THIS INSTRUMENT PREPARED BY:PLAT BOOK 2350 STANFORD COURT NAPLES, FLORIDA 34112 PAGEBARRY E. SYREN, P.S.M. #5365 SHEET 1 OF 7 ACKNOWLEDGMENT MORTGAGEE'S CONSENT ACKNOWLEDGMENT MAPLE RIDGE AT AVE MARIA, PHASE 5B A REPLAT OF ALL OF TRACTS E & G AND A PORTION OF TRACT F, ACCORDING TO THE PLAT OF MAPLE RIDGE AT AVE MARIA, PHASE 4, PLAT BOOK 60, PAGES 85-90 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND A PORTION OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA 16.A.4.b Packet Pg. 604 Attachment: Plat Map (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) THIS INSTRUMENT PREPARED BY:PLAT BOOK 2350 STANFORD COURT NAPLES, FLORIDA 34112 PAGEBARRY E. SYREN, P.S.M. #5365 SHEET 2 OF 7MAPLE RIDGE AT AVE MARIA, PHASE 5B A REPLAT OF ALL OF TRACTS E & G AND A PORTION OF TRACT F, ACCORDING TO THE PLAT OF MAPLE RIDGE AT AVE MARIA, PHASE 4, PLAT BOOK 60, PAGES 85-90 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND A PORTION OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA 16.A.4.b Packet Pg. 605 Attachment: Plat Map (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 60 61 62 63 64 65 66 67 68 69 70 71 72 109 108 107 106 105 104 103 102 101 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 46 47 48 49 50 51 52 53 54 55 56 57 58 59 110 111 112 113 114 115 116 117 118 119 120 121 84 83 82 81 80 79 78 77 76 75 74 73 (SURVEY TIE ) N82°32'36"E 15 2 9 . 5 6 ' THIS INSTRUMENT PREPARED BY:PLAT BOOK 2350 STANFORD COURT NAPLES, FLORIDA 34112 PAGEBARRY E. SYREN, P.S.M. #5365 SHEET 3 OF 7 TRACT "R-1"SHEET 4 SHEET 5 SHEET 7 SHEET 6 TRAC T " R - 1 "TRACT "R-1"TRACT "R-1"TRACT "R - 1 " TRACT "C-1" TRACT "C-2" TRACT "C-3" GENERAL NOTES ARANCIA LNRENZ O C T CORRADO AVEIRON HO R S E W A Y CORRADO AVETRACT "R-1"CORRADO AVEMAPLE RIDGE AT AVE MARIA, PHASE 5B A REPLAT OF ALL OF TRACTS E & G AND A PORTION OF TRACT F, ACCORDING TO THE PLAT OF MAPLE RIDGE AT AVE MARIA, PHASE 4, PLAT BOOK 60, PAGES 85-90 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND A PORTION OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA 16.A.4.b Packet Pg. 606 Attachment: Plat Map (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) N05°30'05"W42.22'R=1227.00'Δ=3°31'13"CB=N3°44'29"WC=75.37'L=75.39'R=25. 0 0'Δ=96°42'3 7"CB=N50° 2 0'11"WC=37. 3 6'L=42. 2 0 ' N08°41'29"W 54.00' C79 R=25.00' Δ=79°26'00" CB=N42°33'03"E C=31.95' L=34.66'R=1227.00'Δ=5°17'26"CB=N5°28'45"EC=113.26'L=113.30'N89°56'01"W 13.34' R =1 1 0 6 .0 0 'Δ =5 5 °3 7 '4 0 "C B =S 5 4 °2 8 '3 5 "W C =1 0 3 2 .1 2 'L =1 0 7 3 .8 0 'R=1394.00'Δ=15°29'30"CB=N22°00'41"EC=375.77'L=376.91'N14°15'56"E 108.27'1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 41 42 47 48 49 TRAC T " R- 1" TR A C T " R - 1 " N26°31'03"E 54.00' R =7 7 2 .0 0 'Δ =5 3 °5 8 '2 1 "C B =N 5 5 °3 0 '2 9 "E C =7 0 0 .6 3 'L =7 2 7 .2 2 'N26°31'03"E 54.00' S63°28'57"E 22.49' U N P L A T T E D R =2 7 2 .0 0 ' Δ =7 °4 6 '3 3 " C B =S 8 6 °10 '4 2 "W C =3 6 .8 9 ' L =3 6 .9 1 ' ARAN CI A L N REN Z O C T GENOA STTHIS INSTRUMENT PREPARED BY:PLAT BOOK 2350 STANFORD COURT NAPLES, FLORIDA 34112 PAGEBARRY E. SYREN, P.S.M. #5365 SHEET 4 OF 7 GENERAL NOTES MA T C H L I N E S H E E T 5 MAPLE RIDGE AT AVE MARIA, PHASE 5B A REPLAT OF ALL OF TRACTS E & G AND A PORTION OF TRACT F, ACCORDING TO THE PLAT OF MAPLE RIDGE AT AVE MARIA, PHASE 4, PLAT BOOK 60, PAGES 85-90 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND A PORTION OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA 16.A.4.b Packet Pg. 607 Attachment: Plat Map (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) N09°01'52"E 54.00' S80°58'08"E 20.09'R=2394.00'Δ=11°51'05"CB=N1°06'38"WC=494.31'L=495.19'R=606.00' Δ=4°42'06" CB=N4°41'07"W C=49.71' L=49.73' S76°4 8 ' 3 4 " E 1 4 9 . 7 2 ' R=438.00' Δ=13°19'37" CB=S70°08'45"E C=101.65'L=101.88' S6 3 ° 2 8 ' 5 7 " E 1 7 1 . 4 8 'R=472.00'Δ=10°12'46"CB=N22°56'01"EC=84.02'L=84.13'N28°02'24"E51.16'N76°4 8 ' 3 4 " W 1 3 9 . 5 0 'E13 14 15 16 35 36 37 38 39 40 41 42 43 44 45 60 61 62 63 64 65 66 67 68 69 70 71 72 109 108 107 106 105 104 103 102 101 100 99 98 97 96 TR A C T " R - 1 " TRAC T " R - 1 "TRACT "R-1"TRACT " R - 1 " TRACT "R - 1 " TRACT "C-2"R=2065.00'Δ=10°32'55"CB=S1°45'43"EC=379.65'L=380.19'R=935.00'Δ=36°47'37"CB=S11°21'38"WC=590.16'L=600.43'(O/A)N26°31'03"E 54.00' N26°31'03"E 54.00' S63°28'57"E 22.49' N63°28'57"W 31.03' N09°01'52"E 54.00' U N P L A T T E D U N P L A T T E D REN Z O C T RENZ O C T CORRADO AVEIRON HO R S E W A Y IRON HO R S E W A Y THIS INSTRUMENT PREPARED BY:PLAT BOOK 2350 STANFORD COURT NAPLES, FLORIDA 34112 PAGEBARRY E. SYREN, P.S.M. #5365 SHEET 5 OF 7 GENERAL NOTES MA T C H L I N E S H E E T 4 MATCHLI N E S H E E T 6 MATC H L I N E S H E E T 7 MAPLE RIDGE AT AVE MARIA, PHASE 5B A REPLAT OF ALL OF TRACTS E & G AND A PORTION OF TRACT F, ACCORDING TO THE PLAT OF MAPLE RIDGE AT AVE MARIA, PHASE 4, PLAT BOOK 60, PAGES 85-90 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND A PORTION OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA 16.A.4.b Packet Pg. 608 Attachment: Plat Map (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) S73° 3 0 ' 1 3 " E 1 4 0 . 0 0 'L9S73°30'13"E 54.00'L8S73° 3 0 ' 1 3 " E 1 3 5 . 0 0 'N16°29'47"E 183.98'R=2394.00'Δ=10°23'10"CB=N11°18'12"EC=433.37'L=433.97'N80°58'08"W 23.46' N09°01'52"E 54.00' S80°58'08"E 20.09' 72 110 111 112 113 114 115 116 117 118 119 120 121 84 83 82 81 80 79 78 77 76 75 74 73 TRACT "R - 1 "TRACT "R-1"TRACT "R - 1 " TRACT "C-1" N09°01'52"E 54.00'R=2065.00'Δ=23°31'57"CB=S4°43'48"WC=842.19'L=848.14'U N P L A T T E D U N P L A T T E D U N P L A T T E D IRON HO R S E W A YCORRADO AVEIRON HO R S E W A Y S16°29'47"W 183.98'THIS INSTRUMENT PREPARED BY:PLAT BOOK 2350 STANFORD COURT NAPLES, FLORIDA 34112 PAGEBARRY E. SYREN, P.S.M. #5365 SHEET 6 OF 7 GENERAL NOTES MATCHLI N E S H E E T 5 MAPLE RIDGE AT AVE MARIA, PHASE 5B A REPLAT OF ALL OF TRACTS E & G AND A PORTION OF TRACT F, ACCORDING TO THE PLAT OF MAPLE RIDGE AT AVE MARIA, PHASE 4, PLAT BOOK 60, PAGES 85-90 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND A PORTION OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA 16.A.4.b Packet Pg. 609 Attachment: Plat Map (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) N76°4 8 ' 3 4 " W 1 3 9 . 5 0 'R=606.00'Δ=14°01'56"CB=N22°44'28"EC=148.04'L=148.41'R=1394.00'Δ=15°29'30"CB=N22°00'41"EC=375.77'L=376.91'N14°15'56"E 108.27'N10°42'29"W 135.01'R =5 2 7 .0 0 ' Δ =13 °3 7 '16 " C B =S 8 6 °0 6 '10 "W C =1 2 4 .9 9 ' L =12 5 .2 9 ' R =1 5 9 .00'Δ =7 8 °3 8 '52"C B =S 5 3 °3 5'22"W C =2 0 1 .52'L =2 1 8 .25'S14°15'56"W 30.67'R=1065.00'Δ=15°29'30"CB=S22°00'41"WC=287.08'L=287.96'31 32 33 34 35 96 95 94 93 92 91 90 89 88 87 86 85 46 47 48 49 50 51 52 53 54 55 56 57 58 59 TRACT "R-1"TRACT "C-2" TRACT "C-3"R=935.00'Δ=36°47'37"CB=S11°21'38"WC=590.16'L=600.43'(O/A)152 153 N87°05'12"W 26.04' U N P L A T T E D CORRADO AVEANTHEM PARKWAYRIMINI AV E N U E THIS INSTRUMENT PREPARED BY:PLAT BOOK 2350 STANFORD COURT NAPLES, FLORIDA 34112 PAGEBARRY E. SYREN, P.S.M. #5365 SHEET 7 OF 7 GENERAL NOTES MATC H L I N E S H E E T 5 MAPLE RIDGE AT AVE MARIA, PHASE 5B A REPLAT OF ALL OF TRACTS E & G AND A PORTION OF TRACT F, ACCORDING TO THE PLAT OF MAPLE RIDGE AT AVE MARIA, PHASE 4, PLAT BOOK 60, PAGES 85-90 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA AND A PORTION OF SECTION 4, TOWNSHIP 48 SOUTH, RANGE 29 EAST COLLIER COUNTY, FLORIDA 16.A.4.b Packet Pg. 610 Attachment: Plat Map (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) 1 of 8 P:\Active_Projects\P-CCAM-014\001_MapleRidge_Ph5B\Design_Permit\OPC's\FeeCalc\Rev00\MR5B_OPC_FeeCalc(Rev00) Project: Task: Prepared By:CW Date:2/21/2018 Checked By:DCH Date:2/28/2018 PERCENT DOLLAR EARTHWORK 190,200.00$ 0%-$ PAVING 484,833.55$ 0%-$ DRAINAGE 316,933.50$ 0%-$ POTABLE WATER 210,779.50$ 0%-$ SANITARY SEWER 354,836.00$ 0%-$ IRRIGATION 130,634.60$ 0%-$ LANDSCAPE AND LIGHTING 88,800.00$ 0%-$ TOTAL 1,777,017.15$ 0%-$ EARTHWORK, PAVING, DRAINAGE, LANDSCAPE AND LIGHTING:TOTAL O.P.C. = POTABLE WATER, SANITARY SEWER, IRRIGATION:TOTAL O.P.C. = NOTES: 1)This Opinion of Probable Cost shall be used for Review Fee Calculation Purposes Only. 2) 3) Daniel C. Hartley, P.E. FL Registration #73943 Peninsula Engineering Certificate of Authorization #28275 SUB-TOTAL CONTINGENCY 1,777,017.15$ TOTAL Maple Ridge Phase 5B (Rev00) Engineer's OPC for Subdivision Fee Calculations 190,200.00$ 484,833.55$ 696,250.10$ 316,933.50$ 354,836.00$ 1,080,767.05$ 130,634.60$ 88,800.00$ 210,779.50$ Review Fees for lake excavation provided in separate Review Fee, with the lake excavation permit. Calculation Summary 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. 16.A.4.c Packet Pg. 611 Attachment: Opinion of Probable Cost (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) 2 of 8 P:\Active_Projects\P-CCAM-014\001_MapleRidge_Ph5B\Design_Permit\OPC's\FeeCalc\Rev00\MR5B_OPC_FeeCalc(Rev00) Project: Task: Prepared By:CW Date:2/21/2018 Checked By:DCH Date:2/28/2018 EARTHWORK ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE EW-1 OS O CO O ( U , PROTECTION, CONSTRUCTION ENTRANCE, SEED/MULCH)1 LS 10,000.00$ 10,000.00$ EW-3 EMBANKMENT 127,000 CY 1.40$ 177,800.00$ EW-4 NDPES MAINTENANCE 6 MONTH 400.00$ 2,400.00$ -$ -$ -$ -$ -$ -$ -$ SUB-TOTAL EARTHWORK =190,200.00$ Maple Ridge Phase 5B (Rev00) Engineer's OPC for Subdivision Fee Calculations 16.A.4.c Packet Pg. 612 Attachment: Opinion of Probable Cost (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) 3 of 8 P:\Active_Projects\P-CCAM-014\001_MapleRidge_Ph5B\Design_Permit\OPC's\FeeCalc\Rev00\MR5B_OPC_FeeCalc(Rev00) Project: Task: Prepared By:CW Date:2/21/2018 Checked By:DCH Date:2/28/2018 PAVING ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE PAV-1 3/4" ASPHALTIC CONCRETE TYPE S-III (FIRST LIFT)10,849 SY 5.95$ 64,551.55$ PAV-2 3/4" ASPHALTIC CONCRETE TYPE S-III (SECOND LIFT)10,849 SY 5.85$ 63,466.65$ PAV-3 8" LIMEROCK BASE 13,250 SY 6.95$ 92,087.50$ PAV-4 12" STABILIZED SUBGRADE 13,681 SY 1.55$ 21,205.55$ PAV-5 TYPE "A" CURB 180 LF 14.25$ 2,565.00$ PAV-6 TYPE 'F' CURB 397 LF 16.00$ 6,352.00$ PAV-7 2' VALLEY GUTTER 6,989 LF 8.25$ 57,659.25$ PAV-8 3' VALLEY GUTTER 237 LF 21.25$ 5,036.25$ PAV-9 CONCRETE SIDEWALK (4" THICK)38,212 SF 3.65$ 139,473.80$ PAV-10 SODDING (BOC)5,062 SY 3.00$ 15,186.00$ PAV-11 GENOA ST. - PAVEMENT/CURB DEMO AND RESTORATIO 1 LS 10,000.00$ 10,000.00$ PAV-12 SIGNAGE 1 LS 4,000.00$ 4,000.00$ PAV-13 ROADWAY STRIPING 1 LS 3,250.00$ 3,250.00$ SUB-TOTAL PAVING =484,833.55$ Maple Ridge Phase 5B (Rev00) Engineer's OPC for Subdivision Fee Calculations 16.A.4.c Packet Pg. 613 Attachment: Opinion of Probable Cost (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) 4 of 8 P:\Active_Projects\P-CCAM-014\001_MapleRidge_Ph5B\Design_Permit\OPC's\FeeCalc\Rev00\MR5B_OPC_FeeCalc(Rev00) Project: Task: Prepared By:CW Date:2/21/2018 Checked By:DCH Date:2/28/2018 DRAINAGE ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE DRA-1 10" HDPE SECONDARY DRAINAGE PIPE 1,411 LF 20.20$ 28,502.20$ DRA-2 12" HDPE SECONDARY DRAINAGE PIPE 563 LF 21.80$ 12,273.40$ DRA-3 15" RCP STORM SEWER 1,249 LF 34.10$ 42,590.90$ DRA-4 18" RCP STORM SEWER 794 LF 39.30$ 31,204.20$ DRA-5 24" RCP STORM SEWER 413 LF 57.60$ 23,788.80$ DRA-6 30" RCP STORM SEWER 550 LF 68.10$ 37,455.00$ DRA-7 12" MITERED END 1 EA 750.00$ 750.00$ DRA-8 15" FLARED END 1 EA 3,147.00$ 3,147.00$ DRA-9 18" FLARED END 3 EA 3,217.00$ 9,651.00$ DRA-10 24" FLARED END 2 EA 3,370.00$ 6,740.00$ DRA-11 30" FLARED END 2 EA 3,946.00$ 7,892.00$ DRA-12 VALLEY GUTTER INLET (DOUBLE)17 EA 3,275.00$ 55,675.00$ DRA-13 DITCH BOTTOM INLET TYPE "C"3 EA 2,762.00$ 8,286.00$ DRA-14 DITCH BOTTOM INLET TYPE "D"1 EA 3,100.00$ 3,100.00$ DRA-15 JUNCTION BOX 3 EA 3,765.00$ 11,295.00$ DRA-16 THROAT INLET 1 EA 3,170.00$ 3,170.00$ DRA-17 YARD DRAIN 41 EA 693.00$ 28,413.00$ DRA-18 STRUCTURE REMOVAL AND CONNECTION TO EX. RCP 2 EA 1,500.00$ 3,000.00$ SUB-TOTAL DRAINAGE =316,933.50$ Maple Ridge Phase 5B (Rev00) Engineer's OPC for Subdivision Fee Calculations 16.A.4.c Packet Pg. 614 Attachment: Opinion of Probable Cost (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) 5 of 8 P:\Active_Projects\P-CCAM-014\001_MapleRidge_Ph5B\Design_Permit\OPC's\FeeCalc\Rev00\MR5B_OPC_FeeCalc(Rev00) Project: Task: Prepared By:CW Date:2/21/2018 Checked By:DCH Date:2/28/2018 POTABLE WATER ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE WAT-1 6" PVC WATER MAIN (C900, DR18)3,523 LF 15.00$ 52,845.00$ WAT-2 6" PVC WATER MAIN (C900, DR14)151 LF 16.40$ 2,476.40$ WAT-3 8" PVC WATER MAIN (C900, DR18)257 LF 17.50$ 4,497.50$ WAT-4 8" PVC WATER MAIN (C900, DR14)54 LF 19.90$ 1,074.60$ WAT-5 6" GATE VALVE 8 EA 955.00$ 7,640.00$ WAT-6 8" GATE VALVE 2 EA 1,342.00$ 2,684.00$ WAT-7 AIR RELEASE VALVE 1 EA 1,540.00$ 1,540.00$ WAT-8 FIRE HYDRANT ASSEMBLY (COMPLETE)14 EA 4,087.00$ 57,218.00$ WAT-9 TEMP. BACTERIAL SAMPLE POINT 5 EA 317.00$ 1,585.00$ WAT-10 PERM. BACTERIAL SAMPLE POINT 1 EA 1,736.00$ 1,736.00$ WAT-11 1-1/2" DOUBLE WATER SERVICE (SHORT SIDE) (COMPLETE)22 EA 969.00$ 21,318.00$ WAT-12 1-1/2" DOUBLE WATER SERVICE (LONG SIDE) (COMPLETE)28 EA 1,155.00$ 32,340.00$ WAT-13 1" SINGLE WATER SERVICE (SHORT SIDE) (COMPLETE)15 EA 536.00$ 8,040.00$ WAT-14 1" SINGLE WATER SERVICE (LONG SIDE) (COMPLETE)4 EA 823.00$ 3,292.00$ WAT-15 TEMP. BLOW-OFF 1 EA 1,928.00$ 1,928.00$ WAT-16 TESTING 1 LS 2,500.00$ 2,500.00$ WAT-17 REMOVE EX BLOW-OFF AND CONNECT TO EX.WATER MAIN 5 EA 1,613.00$ 8,065.00$ -$ SUB-TOTAL POTABLE WATER =210,779.50$ Maple Ridge Phase 5B (Rev00) Engineer's OPC for Subdivision Fee Calculations 16.A.4.c Packet Pg. 615 Attachment: Opinion of Probable Cost (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) 6 of 8 P:\Active_Projects\P-CCAM-014\001_MapleRidge_Ph5B\Design_Permit\OPC's\FeeCalc\Rev00\MR5B_OPC_FeeCalc(Rev00) Project: Task: Prepared By:CW Date:2/21/2018 Checked By:DCH Date:2/28/2018 SANITARY SEWER ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE SAN-1 8" SDR 26 PVC GRAVITY SEWER MAIN (0'-6' CUT)664 LF 30.70$ 20,384.80$ SAN-2 8" SDR 26 PVC GRAVITY SEWER MAIN (6'-8' CUT)523 LF 34.90$ 18,252.70$ SAN-3 8" SDR 26 PVC GRAVITY SEWER MAIN (8'-10' CUT)1,224 LF 43.10$ 52,754.40$ SAN-4 8" SDR 26 PVC GRAVITY SEWER MAIN (10'-12' CUT)605 LF 49.30$ 29,826.50$ SAN-5 8" SDR 26 PVC GRAVITY SEWER MAIN (12'-14' CUT)359 LF 67.90$ 24,376.10$ SAN-6 4' SANITARY SEWER MANHOLE (6'-8' CUT)6 EA 5,402.00$ 32,412.00$ SAN-7 4' SANITARY SEWER MANHOLE (8'-10' CUT)4 EA 7,453.00$ 29,812.00$ SAN-8 4' SANITARY SEWER MANHOLE (10'-12' CUT)4 EA 8,598.00$ 34,392.00$ SAN-9 4' SANITARY SEWER MANHOLE (12'-14' CUT)2 EA 10,500.00$ 21,000.00$ SAN-10 6" SERVICE LATERAL (SINGLE)12 EA 950.00$ 11,400.00$ SAN-11 6" SERVICE LATERAL (DOUBLE)54 EA 997.00$ 53,838.00$ SAN-12 TELEVISION INSPECTION 3,375 LF 5.30$ 17,887.50$ SAN-13 CORE BORE EX. MANHOLE FOR CONNECTION 2 EA 1,000.00$ 2,000.00$ SAN-14 GENOA ST. - DEMO AND CONNECTION TO EXISTING 1 LS 5,000.00$ 5,000.00$ SAN-15 TESTING 1 LS 1,500.00$ 1,500.00$ SUB-TOTAL SANITARY SEWER =354,836.00$ Maple Ridge Phase 5B (Rev00) Engineer's OPC for Subdivision Fee Calculations 16.A.4.c Packet Pg. 616 Attachment: Opinion of Probable Cost (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) 7 of 8 P:\Active_Projects\P-CCAM-014\001_MapleRidge_Ph5B\Design_Permit\OPC's\FeeCalc\Rev00\MR5B_OPC_FeeCalc(Rev00) Project: Task: Prepared By:CW Date:2/21/2018 Checked By:DCH Date:2/28/2018 IRRIGATION ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE IRR-1 4" PVC IRRIGATION MAIN (C900,DR18)3,698 LF 11.00$ 40,678.00$ IRR-2 4" PVC IRRIGATION MAIN (C900, DR14)305 LF 12.00$ 3,660.00$ IRR-5 4" GATE VALVE 10 EA 839.00$ 8,390.00$ IRR-7 1-1/2" DOUBLE IRRIGATION SERVICE (SHORT SIDE) (COMPLETE)28 EA 999.00$ 27,972.00$ IRR-8 1-1/2" DOUBLE IRRIGATION SERVICE (LONG SIDE) (COMPLETE)26 EA 1,191.00$ 30,966.00$ IRR-9 1" SINGLE IRRIGATION SERVICE (SHORT SIDE) (COMPLETE)8 EA 575.00$ 4,600.00$ IRR-10 1" SINGLE IRRIGATION SERVICE (LONG SIDE) (COMPLETE)6 EA 702.10$ 4,212.60$ IRR-11 REMOVE EX. BLOW-OFF AND CONNECT TO EX. IRRIGATION MAIN 5 EA 1,045.00$ 5,225.00$ IRR-12 TESTING 1 LS 2,000.00$ 2,000.00$ IRR-13 TEMPORARY BLOW-OFF 1 EA 1,390.00$ 1,390.00$ IRR-14 AIR RELEASE VALVE 1 EA 1,541.00$ 1,541.00$ IRR-15 -$ SUB-TOTAL IRRIGATION =130,634.60$ Maple Ridge Phase 5B (Rev00) Engineer's OPC for Subdivision Fee Calculations 16.A.4.c Packet Pg. 617 Attachment: Opinion of Probable Cost (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B) 8 of 8 P:\Active_Projects\P-CCAM-014\001_MapleRidge_Ph5B\Design_Permit\OPC's\FeeCalc\Rev00\MR5B_OPC_FeeCalc(Rev00) Project: Task: Prepared By:CW Date:2/21/2018 Checked By:DCH Date:2/28/2018 LANDSCAPE AND LIGHTING ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE LL-1 STREET LIGHTING 19 EA 200.00$ 3,800.00$ LL-2 LANDSCAPE (STREET TREES, CODE MIN.)1 LS 85,000.00$ 85,000.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ SUB-TOTAL LANDSCAPE AND LIGHTING =88,800.00$ Maple Ridge Phase 5B (Rev00) Engineer's OPC for Subdivision Fee Calculations 16.A.4.c Packet Pg. 618 Attachment: Opinion of Probable Cost (5365 : Final Plat - Maple Ridge at Ave Maria Phase 5B)