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6 Preliminary Budget Cost Estimate-Raft Island RIIA Roads SY Construction Items Budget Preliminary Temporary Erosion Control/Miscellaneous Work $ 18, Traffic Control $ 10, Pulverizing $ 24, Subgrade Prep/CSTC/Remove Excess $ 112, Final Paving/Speed Humps/Driveways $ 521, Shouldering/Water Valves/Misc Drainage $ 45, $ 732, Contingencies 10% $ 73, WSST 7.9% $ 63, Construction Totals $ 868, $32.24 per SY Non-Construction Items Project Management $ 23, Survey $ 2, Miscellaneous Consulting $ 7, Contingencies 10% $ 3, Non-Construction Totals $ 36, Total $ 905, Alder, Maple and Cedar Lane-can be quantified by lots later 3153 SY Construction Items Budget Preliminary Temporary Erosion Control/Miscellaneous Work $ 3, Traffic Control $ 2, Pulverizing $ 3, Subgrade Prep/CSTC/Remove Excess $ 13, Final Paving/Speed Humps/Driveways $ 52, Shouldering/Water Valves/Misc $ 5, $ 81, Contingencies 10% $ 8, WSST 7.9% $ 7, Construction Totals $ 96, $30.51 per SY Actual Budget 3/18/2016 Raft Island Revision Final Report Budget.xlsx

7 Non-Construction Detail 3/18/2016 Non-Construction Items Description Quant. Units Unit Price Amount Sub Tot Amt Total Project Management Prelim. Design/Budgets 66 Hrs $ $ 7, Bid Phase 20 Hrs $ $ 2, Construction Phase 3 Mo $ 4, $ 12, Final Approval Phase 10 Hrs $ $ 1, Subtotal $ 23, Survey Re-establish Monuments 5 EA $ $ 2, Subtotal $ 2, Miscellaneous Consulting Geotech-Coring for AC/Base depth 1 LS $ 2, $ 2, Geotech-Compaction Soils/HMA 1 LS $ 5, $ 5, $ - Subtotal $ 7, Non-Construction Items $32, Raft Island Revision Final Report Budget.xlsx Page 2

8 Const Detail-Budget Foot Notes RIIA ROADS : Description Quant. Units Unit Price Amount Sub Tot Amt Sub Tot Cat Preliminary Temporary Erosion Control/Miscellaneous Work Culvert Protection/Cleaning 14 EA $ $ 3, Mailbox Removal/Replacement 50 EA $ $ 15, Traffic Control Traffic Control 1 LS $ 10, $ 10, Pulverizing Pulverizing 26,953 SY $ 0.88 $ 23, Mobilization 1 LS $ 1, $ 1, Subgrade Prep/CSTC/Remove Excess Grading 26,953 SY $ 1.00 $ 26, " CSTC 1,497 Tons $ $ 52, Removal Excess 1,950 CY $ $ 29, Ditching 1,000 LF $ 3.50 $ 3, Final Paving/Speed Humps/Driveways 3" HMA 4,813 Tons $ $ 375, Wedge Curb-for drainage 1,000 LF $ 5.00 $ 5, Asphalt Driveway Approach 2,700 SF $ 4.00 $ 10, Concrete Driveway Approach 1,500 SF $ $ 18, Speed Humps-incl striping 30 EA $ 3, $ 112, Shouldering/Water Valves/Misc Drainage Shouldering 28,638 LF $ 0.75 $ 21, Water Valve Adjust-Remove/Replace 30 EA $ $ 10, Survey Monuments 5 EA $ $ 1, " N-12 Culverts 60 LF $ $ 3, " N-12 Culverts 100 LF $ $ 4, " N-12 Flared End Section 4 EA $ $ 2, Type 26M CB w/beehive Grate 1 EA $ 1, $ 1, Quarry Spall Pads-3'x3' 6 EA $ $ 1, Rip Rap Pads-4'x6' 1 EA $ $ Subtotal $ 18, Subtotal $ 10, Subtotal $ 24, Subtotal $ 112, Subtotal $ 521, Subtotal $ 45, TOTAL : $ 732, Const Detail-Budget 3/18/2016 Raft Island Revision Final Report Budget.xlsx 3 of 4

9 Const Detail-non-RIIA roads Foot Notes Non-RIIA ROADS : Description Quant. Units Unit Price Amount Sub Tot Amt Sub Tot Cat Preliminary Temporary Erosion Control/Miscellaneous Work Culvert Protection/Cleaning 3 EA $ $ Mailbox Removal/Replacement 10 EA $ $ 3, Subtotal $ 3, Traffic Control Traffic Control 1 LS $ 2, $ 2, Subtotal $ 2, Pulverizing Pulverizing 3,153 SY $ 0.88 $ 2, Mobilization 1 LS $ $ Subtotal $ 3, Subgrade Prep/CSTC/Remove Excess Grading 3,153 SY $ 1.00 $ 3, " CSTC 175 Tons $ $ 6, Removal Excess 228 CY $ $ 3, Ditching 200 LF $ 3.50 $ Subtotal $ 13, Final Paving/Speed Humps/Driveways 3" HMA 563 Tons $ $ 43, Wedge Curb-for drainage 200 LF $ 5.00 $ 1, Asphalt Driveway Approach 450 SF $ 4.00 $ 1, Concrete Driveway Approach 500 SF $ $ 6, Speed Humps-incl striping - EA $ 3, $ - Subtotal $ 52, Shouldering/Water Valves/Misc Shouldering 4,788 LF $ 0.75 $ 3, Water Valve Adjust-Remove/Replace 6 EA $ $ 2, Survey Monuments - EA $ $ - Subtotal $ 5, TOTAL : $ 81, Const Detail-non-RIIA roads 3/18/2016 Raft Island Revision Final Report Budget.xlsx 4 of 4

10 Road Tabulations 1/14/2016 Roadway Measurements HOA Roads Length Width SF # culdesac 15' radii 20' radii 25' radii 30' radii 35' radii 40' radii 60' radii Raft Isl Dr-Bridge Imp to Camp Rd RI Dr-Camp Rd to Maple Ln RI Dr-Maple Lane to Alder Dr RI Dr-Alder Dr to Park Ave(so end) RI Dr-Park Ave to Bridge Imp Madrona Dr-Bridge Imp to Park to Fir Dr Park Ave-Madrona to RI Dr Rhodod Dr-Park Ave to Madr Dr Fir Dr-RI Dr(no side) to well site Fir Dr-Well site to Park Dr (east side) Fir Dr-RI Dr to Park Ave Hemlock Dr-Fir Dr to RI Dr Camp Rd-RI Dr to end Holly Court-Fir Dr to culd Length less road intersections Road sf Culdesac sf Radii sf Total SF square feet Total SY square yards AC Tonnage 4" 6126 tons tons Tonnage 3" 4813 tons tons Tonnage 2" 3098 tons tons CSTC Tonnage 1" 1497 tons tons Shoulders-both sides lf Non-HOA Roads Length Width SF # culdesac 15' radii 20' radii 25' radii 30' radii 35' radii 40' radii 60' radii AlderDr-RI Rd to end Maple Ln-RI Rd to T intersection Maple Ln-T intersection to end new ac section Cedar Ln-T intersection to end Road sf Culdesac sf Radii sf Total SF square feet Total SY square yards AC Tonnage 4" 717 tons tons Tonnage 3" 563 tons tons Tonnage 2" 362 tons tons CSTC Tonnage 1" 175 tons tons Shoulders-both sides 4788 lf Road Tabulations 1/14/2016 Onsite Measurements.xlsx

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