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Agenda 02/08/2022 Item #16A 2 (Final Plat of Maple Ridge at Ave Maria Phase 7B)02/08/2022 16.A.2 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 713, (Application Number PL20210001851) approval of the standard form Construction and Maintenance Agreement and approval of the performance security in the amount of $6,170,322.92. OBJECTIVE: To have the Board of County Commissioners ('Board") approve for recording the final plat of Maple Ridge at Ave Maria Phase 7B, a subdivision of lands located in Section 4, Township 48 South, Range 29 East, Collier County, Florida, in accordance with LDC Section 10.02.04.B.4. 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 7B. 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 at Ave Maria Phase 7B be approved for recording. FISCAL IMPACT: The project cost is $5,609,384.47 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water & Sewer $2,920,365.95 b) Drainage, Paving, Grading $2,689,018.52 The Security amount, equal to 110% of the project cost, is $6,170,322.92 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: $82,160.56 Packet Pg. 304 16.A.2 02/08/2022 The Review Fees are based on a construction estimate of $2,689,018.52 (does not include Ave Maria Utilities) and were paid in August, 2021 The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,490.00 b) Construction Drawing Review Fee Water & Sewer (.75% const. est.) n/a c) Drainage, Paving, Grading (.75% const. est.) $ 20,167.64 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) n/a e) Drainage, Paving, Grading (2.25% const. est.) $60,502.92 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. In accordance with the LDC, the applicant is required to submit the final subdivision plat to the County Manager or designee for recording within 18 months of the date of approval of the final subdivision plat by the Board. However, following approval by the Board, but prior to recordation, the County Manager or designee may approve minor insubstantial changes to the subdivision plat, and the Board may approve any changes that are not minor and insubstantial. This item has been approved as to form and legality, and requires a majority vote for Board approval. - -DDP RECOMMENDATION: To endorse staff s recommendation to approve the final plat of Maple Ridge at Ave Maria, Phase 7B (Application Number PL20210001851) for recording with the following stipulations: Approve the amount of $6,170,322.92 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. Packet Pg. 305 02/08/2022 16.A.2 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, Associate Project Manager, Development Review Division ATTACHMENT(S) 1. Location Map (PDF) 2.Opinion of Probable Cost - AMUC (PDF) 3. Opinion of Probable Cost - Collier County (PDF) 4. Plat Map (PDF) Packet Pg. 306 16.A.2 02/08/2022 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.2 Doc ID: 20914 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 7B, (Application Number PL20210001851) approval of the standard form Construction and Maintenance Agreement and approval of the performance security in the amount of $6,170,322.92. Meeting Date: 02/08/2022 Prepared by: Title: Technician — Growth Management Development Review Name: Lucia Martin 12/23/2021 12:14 PM Submitted by: Title: Environmental Specialist — Growth Management Department Name: Jaime Cook 12/23/2021 12:14 PM Approved By: Review: Growth Management Department Lissett DeLaRosa Growth Management Department Growth Management Development Review Brett Rosenblum Engineering & Natural Resources Jack McKenna Additional Reviewer Growth Management Department Jaime Cook Additional Reviewer Growth Management Operations & Regulatory Management Kenneth Kovensky Growth Management Department Trinity Scott Transportation County Attorney's Office Derek D. Perry Level 2 Attorney Review Growth Management Department James C French Growth Management Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Office of Management and Budget Laura Zautcke Additional Reviewer County Manager's Office Geoffrey Willig Level 4 County Manager Review Board of County Commissioners Geoffrey Willig Meeting Pending Completed 12/23/2021 4:00 PM Additional Reviewer Completed Completed 12/29/2021 2:28 PM Completed 12/30/2021 8:52 AM Additional Reviewer Completed Skipped 12/28/2021 9:01 AM Completed 01/10/2022 3:25 PM Completed 01/11/2022 9:15 AM Completed 01/11/2022 9:18 AM Completed 01/12/2022 9:21 AM Completed 01/19/2022 8:51 AM Completed 01/31/2022 9:56 AM 02/08/2022 9:00 AM Packet Pg. 307 16.A.2.a MAPLE RIDGE AT AVE MARIA PHASE 76 0IL WEL1- ROAD LOCATION MAP r� Q Packet Pg. 308 1 16.A.2.b PENINSULA ENGINEERING Project: Task: Prepared By: Checked By: Maple Ridge Phase 7B Engineer's OPC for Utility Construction (Rev01) ASJ Date: 9/27/2021 DJH Date: 9/27/2021 Calculation Summary SUB -TOTAL TOTAL POTABLE WATER $ 598,700.90 $ 598,700.90 SANITARY SEWER 1,848,960.90 1, 848, 960.90 IRRIGATION $ 472,704.15 $ 472,704.15 TOTAL $ 2,920,365.95 $ 2,920,365.95 NOTES: 1) This Opinion of Probable Cost shall be used for Fee Calculation Purposes Only. 2) 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. David J Digitally signed by David J Hurst Date: 2021.10.13 Hurst 14:04:36-04'00' David Hurst, P.E. FL Registration #60727 Peninsula Engineering Certificate of Authorization #28275 P:\Active_Projects\P-CCAM-019\002_MapleRidge_Ph7B\Budgets\Cost_Estimates\OPC\FeeCalc\Rev01\MR7B_OPC-AMUC.xlsx Packet Pg. 309 2 16.A.2.b Project: Maple Ridge Phase 7B Task: Engineer's OPC for Utility Construction (Rev01) Prepared By: ASJ Date: 9/27/2021 Checked By: DJH Date: 9/27/2021 POTABLE WATER ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE WAT-1 8" PVC WATER MAIN C900, DR18 11,446 LF $ 17.50 $ 200,305.00 WAT-2 8" PVC WATER MAIN C900, DR14 571 LF $ 19.90 $ 11,362.90 WAT-3 8" GATE VALVE 33 EA $ 1,361.00 $ 44,913.00 WAT-4 AIR RELEASE VALVE 1 EA $ 1,713.00 $ 1,713.00 WAT-5 FIRE HYDRANT ASSEMBLY (COMPLETE) 38 EA $ 4,129.00 $ 156,902.00 WAT-6 TEMP. BACTERIAL SAMPLE POINT 4 EA $ 152.00 $ 608.00 WAT-7 PERM. BACTERIAL SAMPLE POINT 1 EA $ 2,222.00 $ 2,222.00 WAT-8 1-1/2" DOUBLE WATER SERVICE (SHORT SIDE) (COMPLETE) 67 EA $ 977.00 $ 65,459.00 WAT-9 1-1/2" DOUBLE WATER SERVICE (LONG SIDE) (COMPLETE) 74 EA $ 1,214.00 $ 89,836.00 WAT-10 1" SINGLE WATER SERVICE (SHORT SIDE) (COMPLETE) 12 EA $ 533.00 $ 6,396.00 WAT-11 1" SINGLE WATER SERVICE (LONG SIDE) (COMPLETE) 6 EA $ 782.00 $ 4,692.00 WAT-12 2" SINGLE WATER SERVICE TO PUMP STATIONS (LONG SIDE) (COMPLETE) 2 EA $ 1,646.00 $ 3,292.00 WAT-13 AUTOMATIC FLUSHING DEVICE 2 EA $ 1,500.00 $ 3,000.00 WAT-14 TESTING 1 LS $ 3,000.00 $ 3,000.00 WAT-15 REMOVE EX BLOW -OFF AND CONNECT TO EX.WATER MAIN 5 EA $ 1,000.00 $ 5,000.00 SUB -TOTAL POTABLE WATER = $ 598,700.90 NOTE: 1. Fourteen (14) potable water service connections were included in the Phase 7A Submittal. These existing connections are for Phase 713 Lots #26-34, 65- 66, 95-96, and 132. Q P:\Active_Projects\P-CCAM-019\002_MapleRidge_Ph7B\Budgets\Cost_Estimates\OPC\FeeCalc\Rev01\MR7B_OPC-AMUC.xlsx Packet Pg. 310 3 16.A.2.b Project: Maple Ridge Phase 7B Task: Engineer's OPC for Utility Construction (ReV01) Prepared By: ASJ Date: 9/27/2021 Checked By: DJH Date: 9/27/2021 SANITARY SEWER ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE SAN-1 8" SDR 26 PVC GRAVITY SEWER MAIN 0'-6' CUT 241 LF $ 30.70 $ 7,398.70 SAN-2 8" SDR 26 PVC GRAVITY SEWER MAIN 6'-8' CUT 3,689 LF $ 34.90 $ 128,746.10 SAN-3 8" SDR 26 PVC GRAVITY SEWER MAIN 8'-10' CUT 2,846 LF $ 43.10 $ 122,662.60 SAN-4 8" SDR 26 PVC GRAVITY SEWER MAIN 10'-12' CUT 1,836 LF $ 49.70 $ 91,249.20 SAN-5 8" SDR 26 PVC GRAVITY SEWER MAIN 12'-14' CUT 1,460 LF $ 68.60 $ 100,156.00 SAN-6 8" SDR 26 PVC GRAVITY SEWER MAIN 14'-16' CUT 958 LF $ 93.20 $ 89,285.60 SAN-7 8" SDR 26 PVC GRAVITY SEWER MAIN (16'-18' CUT) 455 LF $ 100.00 $ 45,500.00 SAN-8 4' SANITARY SEWER MANHOLE (0'-6' CUT) 3 EA $ 4,819.00 $ 14,457.00 SAN-9 4' SANITARY SEWER MANHOLE (6'-8' CUT) 14 EA $ 5,830.00 $ 81,620.00 SAN-10 4' SANITARY SEWER MANHOLE (8'-10' CUT) 10 EA $ 7,264.00 $ 72,640.00 SAN-11 4' SANITARY SEWER MANHOLE (10'-12' CUT) 4 EA $ 8,529.00 $ 34,116.00 SAN-12 4' SANITARY SEWER MANHOLE (12'-14' CUT) 4 EA $ 10,316.00 $ 41,264.00 SAN-13 4' SANITARY SEWER MANHOLE (14'-16' CUT) 4 EA $ 12,478.00 $ 49,912.00 SAN-14 4' SANITARY SEWER MANHOLE (16'-18' CUT) 3 EA $ 13,000.00 $ 39,000.00 SAN-15 4' SANITARY SEWER MANHOLE (18'-20' CUT) 1 EA $ 14,000.00 $ 14,000.00 SAN-16 6" SERVICE LATERAL (SINGLE) 24 EA $ 886.00 $ 21,264.00 SAN-17 6" SERVICE LATERAL (DOUBLE) 141 EA $ 982.00 $ 138,462.00 SAN-18 LIFT STATION (COMPLETE) 2 EA $ 300,000.00 $ 600,000.00 SAN-19 4" PVC FORCE MAIN (C900, DR18) 4,402 LF $ 18.25 $ 80,336.50 SAN-20 4" PVC FORCE MAIN (C900, DR14) 110 LF $ 20.00 $ 2,200.00 SAN-21 4" PLUG VALVE 7 EA $ 1,200.00 $ 8,400.00 SAN-22 AIR RELEASE VALVE 2 EA $ 1,713.00 $ 3,426.00 SAN-23 TELEVISION INSPECTION 11,484 LF $ 5.30 $ 60,865.20 SAN-24 TESTING 1 LS $ 2,000.00 $ 2,000.00 SUB -TOTAL SANITARY SEWER = $ 1,848,960.90 NOTE: 1. Eight (8) sanitary lateral connections were included in the Phase 7A submittal and flow to the existing pump staion (EX. PS-6) at the amenity center These existing connections are for Phase 713 Lots #27-34. Q P:\Active_Projects\P-CCAM-019\002_MapleRidge_Ph7B\Budgets\Cost_Estimates\OPC\FeeCalc\Rev01\MR7B_OPC-AMUC.xlsx Packet Pg. 311 4 16.A.2.b Project: Maple Ridge Phase 7B Task: Engineer's OPC for Utility Construction (ReV01) Prepared By: ASJ Date: 9/27/2021 Checked By: DJH Date: 9/27/2021 IRRIGATION ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE IRR-1 2" PVC IRRIGATION SERVICE 902 LF $ 9.50 $ 8,569.00 IRR-2 4" PVC IRRIGATION MAIN C900,DR18 5,273 LF $ 15.00 $ 79,095.00 IRR-3 4" PVC IRRIGATION MAIN C900, DR14 283 LF $ 15.75 $ 4,457.25 IRR-4 6" PVC IRRIGATION MAIN C900,DR18 883 LF $ 17.00 $ 15,011.00 IRR-5 6" PVC IRRIGATION MAIN C900, DR14 48 LF $ 18.50 $ 888.00 IRR-6 8" PVC IRRIGATION MAIN C900, DR18 4,002 LF $ 19.30 $ 77,238.60 IRR-7 8" PVC IRRIGATION MAIN (C900, DR14) 41 LF $ 20.60 $ 844.60 IRR-8 12" PVC IRRIGATION MAIN (C900, DR18) 1,586 LF $ 36.60 $ 58,047.60 IRR-9 12" PVC IRRIGATION MAIN (C900, DR14) 169 LF $ 41.90 $ 7,081.10 IRR-10 4" GATE VALVE 13 EA $ 820.00 $ 10,660.00 IRR-11 6" GATE VALVE 1 EA $ 954.00 $ 954.00 IRR-12 8" GATE VALVE 12 EA $ 1,264.00 $ 15,168.00 IRR-13 12" GATE VALVE 6 EA $ 2,349.00 $ 14,094.00 IRR-14 1-1/2" DOUBLE IRRIGATION SERVICE (SHORT SIDE) (COMPLETE) 74 EA $ 915.00 $ 67,710.00 IRR-15 1-1/2" DOUBLE IRRIGATION SERVICE (LONG SIDE) (COMPLETE) 67 EA $ 1,250.00 $ 83,750.00 IRR-16 1" SINGLE IRRIGATION SERVICE (SHORT SIDE) (COMPLETE) 9 EA $ 530.00 $ 4,770.00 IRR-17 1" SINGLE IRRIGATION SERVICE (LONG SIDE) (COMPLETE) 5 EA $ 915.00 $ 4,575.00 IRR-18 2" SINGLE IRRIGATION SERVICE (SHORT SIDE) (COMPLETE) 3 EA $ 1,144.00 $ 3,432.00 IRR-19 2" SINGLE IRRIGATION SERVICE (LONG SIDE) (COMPLETE) INCLUDES ONE SERVICE METER ALONG CAMP KEAIS CANAL 2 EA $ 1,646.00 $ 3,292.00 IRR-20 TEMPORARY BLOW -OFF (INLCUDES GATE VALVE) 1 EA $ 1,517.00 $ 1,517.00 IRR-21 PERMANENT BLOW -OFF (INCLUDES GATE VALVE) 2 EA $ 900.00 $ 1,800.00 IRR-22 REMOVE EX. BLOW -OFF AND CONNECT TO EX. IRRIGATION MAIN 5 EA $ 1,450.00 $ 7,250.00 IRR-23 TESTING 1 LS $ 2,500.00 $ 2,500.00 SUB -TOTAL IRRIGATION = $ 472, 704.15 NOTE: 1. Fourteen (14) irrigation service connections were included in the Phase 7A Submittal. These existing connections are for Phase 713 Lots #26-34, 65-66, 95-96, and 132. Q P:\Active_Projects\P-CCAM-019\002_MapleRidge_Ph7B\Budgets\Cost_Estimates\OPC\FeeCalc\Rev01\MR7B_OPC-AMUC.xlsx Packet Pg. 312 1 16.A.2.c PENINSULA ENGINEERING Project: Maple Ridge Phase 7B Task: Engineer's OPC for Subdivision Fee Calculations (Rev00) Prepared By: AJS Date: 7/23/2021 Checked By: DJH Date: 7/23/2021 Calculation Summary SUB -TOTAL TOTAL EARTHWORK $ 118,519.50 $ 118,519.50 PAVING $ 1,448,415.62 $ 1,448,415.62 DRAINAGE $ 1,004,583.40 $ 1,004,583.40 LANDSCAPE AND LIGHTING $ 117,500.00 $ 117,500.00 TOTAL $ 2,689,018.52 $ 2,689,018.52 NOTES: 1) This Opinion of Probable Cost shall be used for Budgeting Purposes Only. 2) 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. 3) Estimated costs for Lake Excavation are not included within this OPC. Lake Excavation requires a separate review and inspections process. David .1 Digitally signed by David J Hurst Date: 2021.10.13 Hurst 14:08:01-04'00' David Hurst, P.E. FL Registration #60727 Peninsula Engineering Certificate of Authorization #28275 P:\Active_Projects\P-CCAM-019\002_MapleRidge_Ph7B\Budgets\Cost_Estimates\OPC\FeeCalc\MR7B_OPC-CC Packet Pg. 313 2 16.A.2.c Project: Task: Prepared By Checked By: EARTHWORK Maple Ridge Phase 7B Engineer's OPC for Subdivision Fee Calculations (Rev00) AJS DJH Date: 7/23/2021 Date: 7/23/2021 ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE EW-1 EROSION CONTROL (TURBIDITY BARRIER, INLET PROTECTION, SILT FENCE) 1 LS $ 13,910.00 $ 13,910.00 EW-2 CLEARING OF VEGETATION 1 LS $ 69,300.00 $ 69,300.00 EW-3 INDPES MAINTENANCE 12 MONTH $ 600.00 $ 7,200.00 EW-4 RIP -RAP 1 LS $ 1,120.00 $ 1,120.00 EW-5 LAKE BANK SODDING (BAHIA) 1 LS $ 25,461.00 $ 25,461.00 EW-6 EXCAVATE TEMPORARY SWALE 1 LS $ 352.50 $ 352.50 EW-7 SOD TEMPORARY SWALE 1 LS $ 1,176.00 $ 1,176.00 SUB -TOTAL EARTHWORK = $ 118,519.50 P:\Active_Projects\P-CCAM-019\002_MapleRidge_Ph7B\Budgets\Cost_Estimates\OPC\FeeCalc\MR7B_OPC-CC Packet Pg. 314 3 16.A.2.c Project: Task: Prepared By Checked By: PAVING Maple Ridge Phase 7B Engineer's OPC for Subdivision Fee Calculations (Rev00) AJS DJH Date: 7/23/2021 Date: 7/23/2021 ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE PAV-1 3/4" ASPHALTIC CONCRETE TYPE S-III (FIRST LIFT) 1 LS $ 191,548.35 $ 191,548.35 PAV-2 3/4" ASPHALTIC CONCRETE TYPE S-III (SECOND LIFT) 1 LS $ 191,548.35 $ 191,548.35 PAV-3 8" LIMEROCK BASE 1 LS $ 283,298.40 $ 283,298.40 PAV-4 12" STABILIZED SUBGRADE 1 LS $ 60,377.97 $ 60,377.97 PAV-5 2' VALLEY GUTTER 1 LS $ 200,497.50 $ 200,497.50 PAV-6 4' SIDEWALK VALLEY CROSSING 1 LS $ 11,040.00 $ 11,040.00 PAV-7 T VALLEY GUTTER CROSSING 1 LS $ 3,145.00 $ 3,145.00 PAV-8 lCONCRETE SIDEWALK (4" THICK) 1 LS $ 429,156.05 $ 429,156.05 PAV-9 ADA DETECTABLE MAT 1 LS $ 10,200.00 $ 10,200.00 PAV-10 ASPHALT PUMP STATION ACCESS PATHWAY 1 LS $ 498.00 $ 498.00 PAV-11 SODDING (BETWEEN BACK OF CURB AND SIDEWALK AND 1' BEYOND BACK OF SIDEWALK) 1 LS $ 53,856.00 $ 53,856.00 PAV-12 SIGNAGE & ROADWAY STRIPING 1 LS $ 12,500.00 $ 12,500.00 PAV-13 TEMPORARY CONSTRUCTION ACCESS 1 LS $ 750.00 $ 750.00 SUB -TOTAL PAVING = $ 1,448,415.62 P:\Active_Projects\P-CCAM-019\002_MapleRidge_Ph7B\Budgets\Cost_Estimates\OPC\FeeCalc\MR7B_OPC-CC Packet Pg. 315 4 16.A.2.c Project: Task: Prepared By Checked By: DRAINAGE Maple Ridge Phase 7B Engineer's OPC for Subdivision Fee Calculations (Rev00) AJS DJH Date: 7/23/2021 Date: 7/23/2021 ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE DRA-1 8" PVC/HP SECONDARY DRAINAGE PIPE 1 LS $ 63,072.00 $ 63,072.00 DRA-2 10" PVC/HP SECONDARY DRAINAGE PIPE 1 LS $ 40,656.00 $ 40,656.00 DRA-3 12" PVC/HP SECONDARY DRAINAGE PIPE 1 LS $ 29,740.00 $ 29,740.00 DRA-4 15" PVC/HP SECONDARY DRAINAGE PIPE 1 LS $ 15,532.00 $ 15,532.00 DRA-5 15" RCP STORM SEWER 1 LS $ 49,816.80 $ 49,816.80 DRA-6 18" RCP STORM SEWER 1 LS $ 56,002.80 $ 56,002.80 DRA-7 24" RCP STORM SEWER 1 LS $ 131,084.80 $ 131,084.80 DRA-8 30" RCP STORM SEWER 1 LS $ 162,560.00 $ 162,560.00 DRA-9 36" RCP STORM SEWER 1 LS $ 81,663.00 $ 81,663.00 DRA-11 48" RCP STORM SEWER 1 LS $ 29,072.00 $ 29,072.00 DRA-12 10" MITERED END 1 LS $ 5,250.00 $ 5,250.00 DRA-13 18" FLARED END 1 LS $ 6,434.00 $ 6,434.00 DRA-14 24" FLARED END 1 LS $ 16,850.00 $ 16,850.00 DRA-15 30" FLARED END 1 LS $ 20,185.00 $ 20,185.00 DRA-16 36" FLARED END 1 LS $ 13,005.00 $ 13,005.00 DRA-17 48" FLARED END 1 LS $ 5,400.00 $ 5,400.00 DRA-18 VALLEY GUTTER INLET (DOUBLE) 1 LS $ 157,044.00 $ 157,044.00 DRA-19 VALLEY GUTTER INLET (SINGLE) 1 LS $ 3,000.00 $ 3,000.00 DRA-20 DITCH BOTTOM INLET 1 LS $ 49,950.00 $ 49,950.00 DRA-21 GRATE INLET (TYPE "X") 1 LS $ 56,000.00 $ 56,000.00 DRA-22 YARD DRAIN 1 LS $ 10,766.00 $ 10,766.00 DRA-23 REMOVE EXISTING STRUCTURE AND CONNECT TO PROPOSED DRAINAGE STRUCTURE 1 LS $ 1,500.00 $ 1,500.00 SUB -TOTAL DRAINAGE = $ 1,004,583.40 P:\Active_Projects\P-CCAM-019\002_MapleRidge_Ph7B\Budgets\Cost_Estimates\OPC\FeeCalc\MR7B_OPC-CC Packet Pg. 316 5 16.A.2.c Project: Task: Prepared By Checked By: LANDSCAPE AND LIGHTING Maple Ridge Phase 7B Engineer's OPC for Subdivision Fee Calculations (Rev00) AJS DJH Date: 7/23/2021 Date: 7/23/2021 ID DESCRIPTION QTY UNIT TYPE UNIT PRICE TOTAL PRICE LL-1 STREET LIGHTING 1 LS $ 76,500.00 $ 76,500.00 LL-2 LANDSCAPE (COMMON AREA TREES, CODE MIN. 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