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DESCRIPTION QUANTITY UNIT COST COST STREET CONSTRUCTION 1 In -Place Earthwork Roadway Excavation 125 CY $7.00 $875.00 2 In -Pace Earthwork Roadway Embankment 1,250 CY $10.00 $12,500.00 (Excavated On -Site) 3 In -Place Earthwork Finishing (Topsoil, Landscape 135 CY $6.00 $810.00 Berms & Miscellaneous) (Excavated On -Site) 4 8' Wide Northgate Sidewalk (Structural Section 9,955 SF $11.00 $109,505.00 w/Brick Pavers) 5 Cross -walk & Raised Median Brick Pavers 1,450 SF $5.00 $7,250.00 6 6" Raised Concrete Curb & Gutter 139 LF $15.50 $2,154.50 7 6" Raised Monolithic Concrete Curb 1,793 LF $14.00 $25,102.00 8 8" Compacted Lime Stabilized Subgrade 4,255 SY $11.00 $46,805.00 9 8" Reinforced Concrete Pavement 3,795 SY $55.00 $208,725.00 SUB -TOTAL = $413,726.50 DRAINAGE IMPROVEMENTS 1 Street Side Curb Inlet (10' Opening) 1 EA $14,000.00 $14,000.00 2 Street Side Curb Inlet (15' Opening) 2 EA $18,000.00 $36,000.00 3 Storm Sewer Junction Box 1 EA $8,000.00 $8,000.00 4 Concrete Headwall w/Wingwall at 30 deg Flare & Dissapator Blocks 1 EA $12,000.00 $12,000.00 5 6H:1V S.E.T.'s (36" PIPE) 2 EA $3,500.00 $7,000.00 6 30" RCP (CL 4) Storm Sewer w/Structural Backfill 381 LF $150.00 $57,150.00 7 36" RCP (CL 4) Storm Sewer w/Structural Backfill 257 LF $180.00 $46,260.00 SUB -TOTAL = $180,410.00 WATER IMPROVEMENTS 1 Street Bore (Wet) w/8" PVC Water Line (C900, CL 344 LF $95.00 $32,680.00 200) - Locking Joint CD1-178-0447-E01 1 of 4 Engineer's Cost Estimate 2 8" PVC Water Line (C900, CL 200) - Structural Backfill 3363 LF $40.00 $134,520.00 3 6" PVC Water Line (C900, CL 200) - Structural Backfill 63 LF $35.00 $2,205.00 4 Standard Fire Hydrant Assembly 12 EA $5,700.00 $68,400.00 5 In -Line Blow -off Assembly 1 EA $3,500.00 $3,500.00 6 Tie Into Existing 6" Water Line 2 LS $3,000.00 $6,000.00 7 Recconect Existing Testing Valve Installation 1 LS $2,500.00 $2,500.00 8 Recconect Existing 2" Water Line 1 LS $2,000.00 $2,000.00 9 Recconect Existing Fire Hydrant Assembly 1 LS $1,200.00 $1,200.00 10 8" (MJ) Gate Valve & Box 16 EA $1,600.00 $25,600.00 11 6" (MJ) Gate Valve & Box 14 EA $1,300.00 $18,200.00 12 4" (MJ) Isolation Valve w/Locking Lid 10 EA $1,000.00 $10,000.00 13 2" (MJ) Gate Valve & Box 1 EA $650.00 $650.00 14 8" x 8" (MJ) Cross 1 EA $1,800.00 $1,800.00 15 8" x 8" (MJ) Tee 3 EA $1,500.00 $4,500.00 16 8" x 6" (MJ) Tee 10 EA $1,300.00 $13,000.00 17 8" x 4" (MJ) Tee 9 EA $900.00 $8,100.00 18 6" x 6" (MJ) Tee 1 EA $750.00 $750.00 19 8" (MJ) 45 deg Bend 7 EA $700.00 $4,900.00 20 8" (MJ) 11.25 deg Bend 4 EA $600.00 $2,400.00 21 6" (MJ) 45 deg Bend 7 EA $600.00 $4,200.00 22 4" (MJ) 45 deg Bend 4 EA $500.00 $2,000.00 23 8" x 6" (MJ) Reducer 5 EA $700.00 $3,500.00 24 8" x 4" (MJ) Reducer 2 EA $500.00 $1,000.00 CD1-178-0447-E01 2 of 4 Engineer's Cost Estimate 25 4" x 2" (MJ) Reducer 1 EA $300.00 $300.00 26 2" Domestic Meter 9 EA $2,000.00 $18,000.00 27 3/4" Domestic Meter 1 EA $750.00 $750.00 28 2" Irrigation Meter & Backflow Preventor 1 EA $3,500.00 $3,500.00 29 3/4" Irrigation Meter & Backflow Preventor 1 EA $1,500.00 $1,500.00 SUB -TOTAL = $377,655.00 SANITARY SEWER IMPROVEMENTS 1 21" PVC Sanitary Sewer (SDR-26, D3034) - 939 LF $85.00 $79,815.00 Structural Backfill 2 10" PVC Sanitary Sewer (SDR-26, CL 160) - 148 LF $65.00 $9,620.00 Structural Backfill 3 10" PVC Sanitary Sewer (SDR-26, D3034) - 795 LF $60.00 $47,700.00 Structural Backfill 4 8" PVC Sanitary Sewer (SDR-26, CL 160) - 154 LF $56.00 $8,624.00 Structural Backfill 5 8" PVC Sanitary Sewer (SDR-26, D3034) - 293 LF $50.00 $14,650.00 Structural Backfill 6 5' Diameter Standard Manhole w/32" Opening (Ring 5 EA $8,500.00 $42,500.00 & Cover) 7 4' Diameter Standard Manhole w/32" Opening (Ring 8 EA $5,200.00 $41,600.00 & Cover) 8 Tie Into Existing 21" Sanitary Sewer Line 1 EA $2,000.00 $2,000.00 9 Tie Into Existing Manhole 2 EA $3,500.00 $7,000.00 10 Reconnect to Existing 8" Sanitary Sewer Line 1 EA $3,500.00 $3,500.00 11 Structural Bedding (Cement Stabilized Sand) 60 LF $55.00 $3,300.00 12 Manhole Vertical Extension (Replace Cone, Rim & 2 EA $4,500.00 $9,000.00 Cover) 13 Modify Existing Manhole Invert 3 EA $2,000.00 $6,000.00 14 Replace Existing VCT Sewer w/6" Sanitary Sewer 30 LF $70.00 $2,100.00 (SDR-26, CL 160) 15 4" Sanitary Sewer Service 2 EA $1,500.00 $3,000.00 1I1t5- 1 LJ 1 HL = 1/L0V..-FVZ:1.VV MICELLANEOUS ITEMS 1 Mobilization, Construction Staking, All Required 1 LS $35,000.00 $35,000.00 Testing by Contractor & Trench Safety CD1-178-0447-E01 3 of 4 Engineer's Cost Estimate 2 SWPP Measures (Rock Rip -Rap, Seeding, Silt 1 LS $20,000.00 $20,000.00 Fencing, Construction Entrance, Inlet Protection) 3 Traffic Control Measures 1 LS $15,000.00 $15,000.00 4 Existing Pavement Demolition & Removal (Saw 7,882 SY $5.00 $39,410.00 Cuts, Pavment & Curb/Gutter) 5 Remove & Replace Existing Paving (Private 1 LS $5,000.00 $5,000.00 Residence at NW Corner of Dogwood & Cross) 6 Abandoment of Existing Utility (Flowable Fill, Fittings 3,792 LF $3.00 $11,376.00 & MH Removal) 7 Northgate Amentities (Pole Lights, Conduits, Trash 1 LS $75,000.00 $75,000.00 Recepticles, Benches) 8 Northgate Tree Wells (Trees, Grates, Bedding & 34 EA $3,000.00 $102,000.00 Mulch) 9 Northgate Planting System (Irrigation & Drainage 1 LS $24,500.00 $24,500.00 Tiles) 10 Asphalt Pavement Repair for Open Cut Utility 359 SY $35.00 $12,565.00 Installation 11 Street Signage & Pavement Markings 1 LS $5,300.00 $5,300.00 r ,3Utf- I U I AL = 4iJ45,151.UU 1I *1Ij ESTIMATED CONSTRUCTION COST = $1,597,351.50 '� 10% CONTINGENCY = $159,735.15 GRAND TOTAL = $1,7577086.65 RME Consulting Engineers TEXAS FIRM REGISTRATION No. F-4695 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 OFF/FAX: (979) 764-0704 E-mail: civil@,rmengineer.com Estimates and projections prepared by RME Consulting Engineers relating to construction costs and schedules, operation and maintenance costs, equipment characteristics and performance, and operating results are based on this office's experience, qualifications and judgment as a design professional. Since RME has no control over weather, cost and availability of labor, material and equipment, labor productivity, construction contractor's procedures and methods, unavoidable delays, construction contractor's methods of determining prices, economic conditions, competitive bidding or market conditions and other factors affecting such estimates or projections, this office does not guarantee that actual rates, costs, performance, schedules, etc., will not vary from estimates and projections prepared by the Engineer of record. CD1-178-0447-E01 4 of 4 Engineer's Cost Estimate TAMU SOUTH COLLEGE STUDENT HOUSING PUBLIC PAVING, DRAINAGE, & UTILITY IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT COST COST STREET CONSTRUCTION 1 In -Place Earthwork Roadway Excavation 125 CY $7.00 $875.00 2 In -Pace Earthwork Roadway Embankment 1,250 CY $10.00 $12,500.00 (Excavated On -Site) 3 In -Place Earthwork Finishing (Topsoil, Landscape 135 CY $6.00 $810.00 Berms & Miscellaneous) (Excavated On -Site) 4 8' Wide Northgate Sidewalk (Structural Section 9,955 SF $11.00 $109,505.00 w/Brick Pavers) 5 Cross -walk & Raised Median Brick Pavers 1,450 SF $5.00 $7,250.00 6 6" Raised Concrete Curb & Gutter 139 LF $15.50 $2,154.50 7 6" Raised Monolithic Concrete Curb 1,793 LF $14.00 $25,102.00 8 8" Compacted Lime Stabilized Subgrade 4,255 SY $11.00 $46,805.00 9 8" Reinforced Concrete Pavement 3,795 SY $55.00 $208,725.00 SUB -TOTAL = $413,726.50 DRAINAGE IMPROVEMENTS 1 Street Side Curb Inlet (10' Opening) 1 EA $14,000.00 $14,000.00 2 Street Side Curb Inlet (15' Opening) 2 EA $18,000.00 $36,000.00 3 Storm Sewer Junction Box 1 EA $8,000 00 $8,000.00 4 Concrete Headwall w/Wingwall at 30 deg Flare & Dissapator Blocks 1 EA $12,000.00 $12,000.00 5 6H:1V S E.T.'s (36" PIPE) 2 EA $3,500.00 $7,000.00 6 30" RCP (CL 4) Storm Sewerw/Structural Backfill 381 LF $150.00 $57,150.00 7 36" RCP (CL 4) Storm Sewer w/Structural Backfill 257 LF $180.00 $46,260.00 SUB -TOTAL = $180,410.00 WATER IMPROVEMENTS Street Bore (Wet) w/8" PVC Water Line (C900, CL 344 LF $95.00 $32,680.00 1 200) - Locking Joint CD1-178-0447-E01 1 of 4 Engineer's Cost Estimate 2 8" PVC Water Line (C900, CL 200) - Structural Backfill 3363 LF $40.00 $134,520.00 3 6" PVC Water Line (C900, CL 200) - Structural Backfill 63 LF $35.00 $2,205.00 4 Standard Fire Hydrant Assembly 12 EA $5,700.00 $68,400.00 5 In -Line Blow -off Assembly 1 EA $3,500.00 $3,500.00 6 Tie Into Existing 6" Water Line 2 LS $3,000.00 $6,000.00 7 Recconect Existing Testing Valve Installation 1 LS $2,500.00 $2,500.00 8 Recconect Existing 2" Water Line 1 LS $2,000.00 $2,000.00 9 Recconect Existing Fire Hydrant Assembly 1 LS $1,200.00 $1,200.00 10 8" (MJ) Gate Valve & Box 16 EA $1,600.00 $25,600.00 11 6" (MJ) Gate Valve & Box 14 EA $1,300.00 $18,200.00 12 4" (MJ) Isolation Valve w/Locking Lid 10 EA $1,000.00 $10,000.00 13 2" (MJ) Gate Valve & Box 1 EA $650.00 $650.00 14 8" x 8" (MJ) Cross 1 EA $1,800.00 $1,800.00 15 8" x 8" (MJ) Tee 3 EA $1,500.00 $4,500.00 16 8" x 6" (MJ) Tee 10 EA $1,300.00 $13,000.00 17 8" x 4" (MJ) Tee 9 EA $900.00 $8,100.00 18 6" x 6" (MJ) Tee 1 EA $750.00 $750.00 19 8" (MJ) 45 deg Bend 7 EA $700.00 $4,900.00 20 8" (MJ) 11.25 deg Bend 4 EA $600.00 $2,400.00 21 6" (MJ) 45 deg Bend 7 EA $600.00 $4,200.00 22 4" (MJ) 45 deg Bend 4 EA $500.00 $2,000.00 23 8" x 6" (MJ) Reducer 5 EA $700.00 $3,500.00 24 8" x 4" (MJ) Reducer 2 EA $500.00 $1,000.00 CD1-178-0447-E01 2 of 4 Engineer's Cost Estimate 25 4" x 2" (MJ) Reducer 1 EA $300.00 $300.00 26 2" Domestic Meter 9 EA $2,000.00 $18,000.00 27 3/4" Domestic Meter 1 EA $750.00 $750.00 28 2" Irrigation Meter & Backflow Preventor 1 EA $3,500.00 $3,500.00 29 3/4" Irrigation Meter & Backflow Preventor 1 EA $1,500.00 $1,500.00 SUB -TOTAL = $377,655.00 SANITARY SEWER IMPROVEMENTS 1 21" PVC Sanitary Sewer (SDR-26, D3034) - 939 LF $85.00 $79,815.00 Structural Backfill 2 10" PVC Sanitary Sewer (SDR-26, CL 160) - 148 LF $65.00 $9,620.00 Structural Backfill 3 10" PVC Sanitary Sewer (SDR-26, D3034) - 795 LF $60.00 $47,700.00 Structural Backfill 4 8" PVC Sanitary Sewer (SDR-26, CL 160) - 154 LF $56.00 $8,624.00 Structural Backfill 5 8" PVC Sanitary Sewer (SDR-26, D3034) - 293 LF $50.00 $14,650.00 Structural Backfill 5' Diameter Standard Manhole w/32" Opening (Ring 5 EA $8,500.00 $42,500.00 6 & Cover) 4' Diameter Standard Manhole w/32" Opening (Ring 8 EA $5,200.00 $41,600.00 7 & Cover) 8 Tie Into Existing 21" Sanitary Sewer Line 1 $2,000.00 $2,000.00 9 Tie Into Existing Manhole 2 rEA $3,500.00 $7,000.00 10 Reconnect to Existing 8" Sanitary Sewer Line 1 $3,500.00 $3,500.00 11 Structural Bedding (Cement Stabilized Sand) 60 LF $55.00 $3,300.00 Manhole Vertical Extension (Replace Cone, Rim & 2 EA $4,500.00 $9,000.00 12 Cover) 13 Modify Existing Manhole Invert 3 EA $2,000.00 $6,000.00 Replace Existing VCT Sewer w/6" Sanitary Sewer 30 LF $70.00 $2,100.00 14 (SDR-26, CL 160) 15 4" Sanitary Sewer Service 2 EA $1,500.00 $3,000.00 ni 10 TnTni = QOnn nna nn MICELLANEOUS ITEMS 1 Mobilization, Construction Staking, All Required Testing by Contractor & Trench Safety 11 LS 1 $35,000.001 $35,000.00 CD1-178-0447-E01 3 of 4 Eneineer's Cost Estimate 2 SWPP Measures (Rock Rip -Rap, Seeding, Silt 1 LS $20,000.00 $20,000.00 Fencing, Construction Entrance, Inlet Protection) 3 Traffic Control Measures 1 LS $15,000.00 $15,000.00 4 Existing Pavement Demolition & Removal (Saw 7,882 SY $5.00 $39,410.00 Cuts, Pavment & Curb/Gutter) 5 Remove & Replace Existing Paving (Private 1 LS $5,000.00 $5,000.00 Residence at NW Corner of Dogwood & Cross) 6 Abandoment of Existing Utility (Flowable Fill, Fittings 3,792 LF $3.00 $11,376.00 & MH Removal) 7 Northgate Amentities (Pole Lights, Conduits, Trash 1 LS $75,000.00 $75,000.00 Recepticles, Benches) 8 Northgate Tree Wells (Trees, Grates, Bedding & 34 EA $3,000.00 $102,000.00 Mulch) 9 Northgate Planting System (Irrigation & Drainage 1 LS $24,500.00 $24,500.00 Tiles) 10 Asphalt Pavement Repair for Open Cut Utility 359 SY $35.00 $12,565.00 Installation 11 Street Signage & Pavement Markings 1 LS $5,300.00 $5,300.00 F '% JUD- 1 U I HL = ;Z1040, 10 1 .UU ESTIMATED CONSTRUCTION COST = $1,597,351.50 10% CONTINGENCY = $159,735.15 GRAND TOTAL = $1,757,086.65 RME Consulting Engineers TEXAS FIRM REGISTRATION No. F-4695 POST OFFICE BOX 9251 COLLEGE STATION, TEXAS 77842 OFF/FAX: (979) 764-0704 E-mail: civil@rmengineer.com Estimates and projections prepared by RME Consulting Engineers relating to construction costs and schedules, operation and maintenance costs, equipment characteristics and performance, and operating results are based on this office's experience, qualifications and judgment as a design professional. Since RME has no control over weather, cost and availability of labor, material and equipment, labor productivity, construction contractor's procedures and methods, unavoidable delays, construction contractor's methods of determining prices, economic conditions, competitive bidding or market conditions and other factors affecting such estimates or projections, this office does not guarantee that actual rates, costs, performance, schedules, etc., will not vary from estimates and projections prepared by the Engineer of record. CD1-178-0447-E01 4 of 4 Copper Creek Condos Water & Sanitary Sewer Engineers Preliminary Quantity and Cost Estimate 4/24/2013 ITEM DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 CUT IN 12"X10" TEE - SAW CUT, REMOVE AND REPLACE EA L.F. L.F. 1 60 135 $5,000.00 $150.00 $18.00 $5,000.00 $9,000.00 $2,430.00 2 18" DIA. - 3/8" THK STEEL CASING, CASCADE SPACERS, END 3 4" C900 WATERLINE CL200 DR14 4 8" C900 WATERLINE CL200 DR14 L.F. 959 $25.00 $23,975.00 5 10" C900 WATERLINE CL200 DR14 L.F. 318 $30.00 $9,540.00 6 12" C900 WATERLINE CL200 DR14 (@ CUT -IN TEE) L.F. 20 $35,00 $700.00 7 4°" GATE VALVE EA. 1 $300.00 $300.00 8 8° GATE VALVE EA. 3 $500.00 $1,500.00 9 10" GATE VALVE (@ CUT -IN TEE) EA. 1 $600.00 $600.00 10 12" GATE VALVE (@ CUT -IN TEE) EA. 1 $750.00 $750.00 11 10" X 8" REDUCER EA. 1 $300.00 $300.00 12 4" X 8" REDUCER EA. 1 $275.00 $275.00 13 8" X 8" TEE EA. 2 $400.00 $800.00 14 8" BEND EA. 4 $300,00 $1,200,00 15 2" BLOW -OFF ASSEMBLY EA. 1 $300.00 $300.00 16 STANDARD FIRE HYDRANTS EA. 4 $2,750.00 $11,000.00 17 2" TYPE K WATER SERVICE L.F. 555 $20.00 $11,100.00 iftaLlIffifl T_0,q 18 CONNECT TO EXISTING MANHOLE L.S. 1 $500.00 $500.00 19 8" PVC D3034 SDR26 SANITARY SEWER L.F. 1687 $25.00 $42,175.00 20 STD. MANHOLES 6-FEET DEEP EA 7 $2,750.00 $19,250.00 21 WATERTIGHT MANHOLE LID & FRAME EA 4 $250.00 $1,000.00 22 EXTRA DEPTH MANHOLES VF 17 $150.00 $2,550.00 23 4-INCH SERVICE LINES L.F. 1200 $5.00 $6,000.00 THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. ON April 24, 2013 RELEASED FOR RECORD HESTER ENGINEERING COMPANY #f-3476 TOTAL WATER = $78,770,00 TOTAL SANITARY SEWER = $71,475.00 TOTAL ESTIMATED CONSTRUCTION COST = $150,245.00 5• YIN k • GGGVVV •. ,E MICHAEL G. HESTER 69104 .;q� Copper Creek Condos Multi Use Path, Retaining Wall and Sidewalk Engineers Preliminary Quantity and Cost Estimate 4/24/2013 ITEM I DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 IMULTI USE PATH LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $2,500.00 $2,500.00 2 MULTI USE PATH 10-FOOT WIDE X 4" THK REINFORCED S.F. 8420 $5.00 $42,100.00 3 WORK-OUT STATION 10'X10' COMPLETE IN PLACE L.S. 1 $1,000.00 $1,000.00 4 RE -VEGETATION: CURLEX BLANKETS, HYDROMULCH TO L.S. 1 $1,500.00 $1,500.00 SUB TOTAL = $47,100.00 5 RETAINING WALL#1 L.F. 205 $100.00 $20,500.00 6 RETAINING WALL #2 L.F. 112 $100.00 $11,200,00 7 RETAINING WALL #3 L.F. 102 $100.00 $10,200.00 SUB TOTAL = $41,900.00 8 SIDEWALK LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $500.00 $500.00 9 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY S.F. 647 $5.00 $3,235.00 10 RE-VEGATION: CURLEX BLANKET, HYDROMULCH TO L.S. 1 $500.00 $500.00 SUB TOTAL MULTI USE PATH RETAINING WALL 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY TOTAL ESTIMATED CONSTRUCTION COST THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. RESTER, P.E. ON April 24, 2013 RELEASED FOR RECORD r• MICHAEL G.•HESTER 69104 cENS�O�\�� HESTER ENGINEERING COMPANY I#f-3476 Copper Creek Condos Multi Use Path, Retaining Wall and Sidewalk Engineers Preliminary Quantity and Cost Estimate 4/24/2013 ITEM DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 MULTI USE PATH LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $2,500.00 $2,500.00 2 MULTIUSE PATH 10-FOOT WIDE X 4" THK REINFORCED S.F. 8420 $5.00 $42,100.00 3 WORK-OUT STATION 10'X1O' COMPLETE IN PLACE L.S. 1 $1,000.00 $1,000.00 4 RE -VEGETATION: CURLEX BLANKETS, HYDROMULCH TO L.S. 1 $1,500.00 $1,500.00 SUB TOTAL = $47,100.00 5 RETAINING WALL #1 L.F. 205 $100.00 $20,500.00 6 RETAINING WALL #2 L.F. 112 $100.00 $11,200.00 7 RETAINING WALL #3 L.F. 102 $100.00 $10,200.00 SUB TOTAL = $41,900.00 8 SIDEWALK LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $500.00 $500.00 9 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY S.F. 647 $5.00 $3,235.00 10 RE-VEGATION: CURLEX BLANKET, HYDROMULCH TO L.S. 1 $500.00 $500.00 SUB TOTAL = $4,235.00 MULTI USE PATH RETAINING WALL 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY TOTAL ESTIMATED CONSTRUCTION COST THE SEAL APPEARNG ON THIS DOCUMENT WAS SPA E •0 F TF AUTHORIZED BY MICHAEL G. HESTER, P.E. ON April 24, 2013 5� 9s 4 RELEASED FOR RECORD *• •• � MICHAEL G. HESTER sp0�. 69104 3476 W�c�c �•/ C E SV SEO V, HESTER ENGINEERING COMPANY #fSq;,,. 'cp1 Copper Creek Condos Water & Sanitary Sewer Engineers Preliminary Quantity and Cost Estimate 6/3/2013 ITEM- DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 CUT IN 12"X12" TEE COMPLETE IN PLACE EA 1 $5,000.00 $5,000,00 2 20" DIA. - 3/8" THK STEEL CASING, CASCADE SPACERS, END L.F. 60 $150.00 $9,000.00 3 8" C900 WATERLINE CL200 DR14 L.F. 1317 $22.50 $29,632.50 4 12" C900 WATERLINE CL200 DR14 L.F. 372 $32.50 $12,090,00 5 12"X45 DEG BEND L.F. 4 $500.00 1 $2,000.00 6 12" GATE VALVE EA. 4 $1,000.00 $4,000,00 7 12" X 8" REDUCER EA. 1 $450.00 $450.00 8 8" X 8" TEE EA. 2 $500.00 $1,000.00 9 B" GATE VALVE EA. 7 $625.00 $4,375.00 10 8" X 11.25 DEG BEND EA. 1 $350.00 $350.00 11 8" X 22.5 DEG BEND EA. 2 $350.00 $700.00 12 8" X 45 DEG BEND EA. 7 $350.00 $2,450.00 13 2" BLOW -OFF ASSEMBLY EA. 1 $375.00 $375.00 14 STANDARD FIRE HYDRANTS EA. 4 $2,750.00 $11,000.00 15 1" TYPE K WATER SERVICE L.F.a4$20.00 $80.00 16 2"TYPE K WATER SERVICE L.F.$20.00 $5,200.00 17 12"X1" TAPPING SLEEVE & VALVE FOR SERVICE EA.300.00 $300.00 18 12"X2"TAPPING SLEEVE & VALVE FOR SERVICE EA.300.00 $600.00 19 8"X2"TAPPING SLEEVE & VALVE FOR SERVICE EA.300.00 $3,goo .00 Ak' EXISTING MANHOLE ALONG SOUTHWEST PARKWAY: CHANGE 20 HEIGHT TO MATCH PROPOSED SIDEWALK, INSTALL L.S. 1 $500.00 $500.00 THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. ON JUNE 3, 2013 RELEASED FOR RECORD HESTER ENGINEERING COMPANY #f-3476 TOTAL ESTIMATED CONSTRUCTION COST = $93,002.50 is .. . . L . . . . . . 69104 Copper Creek Condos Water & Sanitary Sewer Engineers Preliminary Quantity and Cost Estimate 4/24/2013 ITEM DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 CUT IN 12"X10" TEE - SAW CUT, REMOVE AND REPLACE EA L.F. L.F. 1 60 135 $5,000.00 $150.00 $18.00 $5,000.00 $9,000.00 $2,430.00 2 18" DIA. - 3/8" THK STEEL CASING, CASCADE SPACERS, END 3 4" C900 WATERLINE CL200 DR14 4 8" C900 WATERLINE CL200 DR14 L.F. 959 $25.00 $23,975.00 5 10" C900 WATERLINE CL200 DR14 L.F. 318 $30.00 $9,540.00 6 12" C900 WATERLINE CL200 DR14 (@ CUT -IN TEE) L.F. 20 $35,00 $700.00 7 4°" GATE VALVE EA. 1 $300.00 $300.00 8 8° GATE VALVE EA. 3 $500.00 $1,500.00 9 10" GATE VALVE (@ CUT -IN TEE) EA. 1 $600.00 $600.00 10 12" GATE VALVE (@ CUT -IN TEE) EA. 1 $750.00 $750.00 11 10" X 8" REDUCER EA. 1 $300.00 $300.00 12 4" X 8" REDUCER EA. 1 $275.00 $275.00 13 8" X 8" TEE EA. 2 $400.00 $800.00 14 8" BEND EA. 4 $300,00 $1,200,00 15 2" BLOW -OFF ASSEMBLY EA. 1 $300.00 $300.00 16 STANDARD FIRE HYDRANTS EA. 4 $2,750.00 $11,000.00 17 2" TYPE K WATER SERVICE L.F. 555 $20.00 $11,100.00 iftaLlIffifl T_0,q 18 CONNECT TO EXISTING MANHOLE L.S. 1 $500.00 $500.00 19 8" PVC D3034 SDR26 SANITARY SEWER L.F. 1687 $25.00 $42,175.00 20 STD. MANHOLES 6-FEET DEEP EA 7 $2,750.00 $19,250.00 21 WATERTIGHT MANHOLE LID & FRAME EA 4 $250.00 $1,000.00 22 EXTRA DEPTH MANHOLES VF 17 $150.00 $2,550.00 23 4-INCH SERVICE LINES L.F. 1200 $5.00 $6,000.00 THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. ON April 24, 2013 RELEASED FOR RECORD HESTER ENGINEERING COMPANY #f-3476 TOTAL WATER = $78,770,00 TOTAL SANITARY SEWER = $71,475.00 TOTAL ESTIMATED CONSTRUCTION COST = $150,245.00 5• YIN k • GGGVVV •. ,E MICHAEL G. HESTER 69104 .;q� Copper Creek Condos Multi Use Path, Retaining Wall and Sidewalk Engineers Preliminary Quantity and Cost Estimate 4/24/2013 ITEM I DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 IMULTI USE PATH LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $2,500.00 $2,500.00 2 MULTI USE PATH 10-FOOT WIDE X 4" THK REINFORCED S.F. 8420 $5.00 $42,100.00 3 WORK-OUT STATION 10'X10' COMPLETE IN PLACE L.S. 1 $1,000.00 $1,000.00 4 RE -VEGETATION: CURLEX BLANKETS, HYDROMULCH TO L.S. 1 $1,500.00 $1,500.00 SUB TOTAL = $47,100.00 5 RETAINING WALL#1 L.F. 205 $100.00 $20,500.00 6 RETAINING WALL #2 L.F. 112 $100.00 $11,200,00 7 RETAINING WALL #3 L.F. 102 $100.00 $10,200.00 SUB TOTAL = $41,900.00 8 SIDEWALK LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $500.00 $500.00 9 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY S.F. 647 $5.00 $3,235.00 10 RE-VEGATION: CURLEX BLANKET, HYDROMULCH TO L.S. 1 $500.00 $500.00 SUB TOTAL MULTI USE PATH RETAINING WALL 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY TOTAL ESTIMATED CONSTRUCTION COST THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. RESTER, P.E. ON April 24, 2013 RELEASED FOR RECORD r• MICHAEL G.•HESTER 69104 cENS�O�\�� HESTER ENGINEERING COMPANY I#f-3476 Copper Creek Condos Multi Use Path, Retaining Wall and Sidewalk Engineers Preliminary Quantity and Cost Estimate 4/24/2013 ITEM DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 MULTI USE PATH LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $2,500.00 $2,500.00 2 MULTIUSE PATH 10-FOOT WIDE X 4" THK REINFORCED S.F. 8420 $5.00 $42,100.00 3 WORK-OUT STATION 10'X1O' COMPLETE IN PLACE L.S. 1 $1,000.00 $1,000.00 4 RE -VEGETATION: CURLEX BLANKETS, HYDROMULCH TO L.S. 1 $1,500.00 $1,500.00 SUB TOTAL = $47,100.00 5 RETAINING WALL #1 L.F. 205 $100.00 $20,500.00 6 RETAINING WALL #2 L.F. 112 $100.00 $11,200.00 7 RETAINING WALL #3 L.F. 102 $100.00 $10,200.00 SUB TOTAL = $41,900.00 8 SIDEWALK LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $500.00 $500.00 9 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY S.F. 647 $5.00 $3,235.00 10 RE-VEGATION: CURLEX BLANKET, HYDROMULCH TO L.S. 1 $500.00 $500.00 SUB TOTAL = $4,235.00 MULTI USE PATH RETAINING WALL 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY TOTAL ESTIMATED CONSTRUCTION COST THE SEAL APPEARNG ON THIS DOCUMENT WAS SPA E •0 F TF AUTHORIZED BY MICHAEL G. HESTER, P.E. ON April 24, 2013 5� 9s 4 RELEASED FOR RECORD *• •• � MICHAEL G. HESTER sp0�. 69104 3476 W�c�c �•/ C E SV SEO V, HESTER ENGINEERING COMPANY #fSq;,,. 'cp1 Copper Creek Condos Water & Sanitary Sewer Engineers Preliminary Quantity and Cost Estimate 4/24/2013 ITEM DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 CUT IN 12"X10" TEE - SAW CUT, REMOVE AND REPLACE EA L.F. L.F. 1 60 135 $5,000.00 $150.00 $18.00 $5,000.00 $9,000.00 $2,430.00 2 18" DIA. - 3/8" THK STEEL CASING, CASCADE SPACERS, END 3 4" C900 WATERLINE CL200 DR14 4 8" C900 WATERLINE CL200 DR14 L.F. 959 $25.00 $23,975.00 5 10" C900 WATERLINE CL200 DR14 L.F. 318 $30.00 $9,540.00 6 12" C900 WATERLINE CL200 DR14 (@ CUT -IN TEE) L.F. 20 $35,00 $700.00 7 4°" GATE VALVE EA. 1 $300.00 $300.00 8 8° GATE VALVE EA. 3 $500.00 $1,500.00 9 10" GATE VALVE (@ CUT -IN TEE) EA. 1 $600.00 $600.00 10 12" GATE VALVE (@ CUT -IN TEE) EA. 1 $750.00 $750.00 11 10" X 8" REDUCER EA. 1 $300.00 $300.00 12 4" X 8" REDUCER EA. 1 $275.00 $275.00 13 8" X 8" TEE EA. 2 $400.00 $800.00 14 8" BEND EA. 4 $300,00 $1,200,00 15 2" BLOW -OFF ASSEMBLY EA. 1 $300.00 $300.00 16 STANDARD FIRE HYDRANTS EA. 4 $2,750.00 $11,000.00 17 2" TYPE K WATER SERVICE L.F. 555 $20.00 $11,100.00 iftaLlIffifl T_0,q 18 CONNECT TO EXISTING MANHOLE L.S. 1 $500.00 $500.00 19 8" PVC D3034 SDR26 SANITARY SEWER L.F. 1687 $25.00 $42,175.00 20 STD. MANHOLES 6-FEET DEEP EA 7 $2,750.00 $19,250.00 21 WATERTIGHT MANHOLE LID & FRAME EA 4 $250.00 $1,000.00 22 EXTRA DEPTH MANHOLES VF 17 $150.00 $2,550.00 23 4-INCH SERVICE LINES L.F. 1200 $5.00 $6,000.00 THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. ON April 24, 2013 RELEASED FOR RECORD HESTER ENGINEERING COMPANY #f-3476 TOTAL WATER = $78,770,00 TOTAL SANITARY SEWER = $71,475.00 TOTAL ESTIMATED CONSTRUCTION COST = $150,245.00 5• YIN k • GGGVVV •. ,E MICHAEL G. HESTER 69104 .;q� Copper Creek Condos Multi Use Path, Retaining Wall and Sidewalk Engineers Preliminary Quantity and Cost Estimate 4/24/2013 ITEM I DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 IMULTI USE PATH LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $2,500.00 $2,500.00 2 MULTI USE PATH 10-FOOT WIDE X 4" THK REINFORCED S.F. 8420 $5.00 $42,100.00 3 WORK-OUT STATION 10'X10' COMPLETE IN PLACE L.S. 1 $1,000.00 $1,000.00 4 RE -VEGETATION: CURLEX BLANKETS, HYDROMULCH TO L.S. 1 $1,500.00 $1,500.00 SUB TOTAL = $47,100.00 5 RETAINING WALL#1 L.F. 205 $100.00 $20,500.00 6 RETAINING WALL #2 L.F. 112 $100.00 $11,200,00 7 RETAINING WALL #3 L.F. 102 $100.00 $10,200.00 SUB TOTAL = $41,900.00 8 SIDEWALK LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $500.00 $500.00 9 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY S.F. 647 $5.00 $3,235.00 10 RE-VEGATION: CURLEX BLANKET, HYDROMULCH TO L.S. 1 $500.00 $500.00 SUB TOTAL MULTI USE PATH RETAINING WALL 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY TOTAL ESTIMATED CONSTRUCTION COST THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. RESTER, P.E. ON April 24, 2013 RELEASED FOR RECORD r• MICHAEL G.•HESTER 69104 cENS�O�\�� HESTER ENGINEERING COMPANY I#f-3476 Copper Creek Condos Multi Use Path, Retaining Wall and Sidewalk Engineers Preliminary Quantity and Cost Estimate 4/24/2013 ITEM DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 MULTI USE PATH LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $2,500.00 $2,500.00 2 MULTIUSE PATH 10-FOOT WIDE X 4" THK REINFORCED S.F. 8420 $5.00 $42,100.00 3 WORK-OUT STATION 10'X1O' COMPLETE IN PLACE L.S. 1 $1,000.00 $1,000.00 4 RE -VEGETATION: CURLEX BLANKETS, HYDROMULCH TO L.S. 1 $1,500.00 $1,500.00 SUB TOTAL = $47,100.00 5 RETAINING WALL #1 L.F. 205 $100.00 $20,500.00 6 RETAINING WALL #2 L.F. 112 $100.00 $11,200.00 7 RETAINING WALL #3 L.F. 102 $100.00 $10,200.00 SUB TOTAL = $41,900.00 8 SIDEWALK LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $500.00 $500.00 9 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY S.F. 647 $5.00 $3,235.00 10 RE-VEGATION: CURLEX BLANKET, HYDROMULCH TO L.S. 1 $500.00 $500.00 SUB TOTAL = $4,235.00 MULTI USE PATH RETAINING WALL 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY TOTAL ESTIMATED CONSTRUCTION COST THE SEAL APPEARNG ON THIS DOCUMENT WAS SPA E •0 F TF AUTHORIZED BY MICHAEL G. HESTER, P.E. ON April 24, 2013 5� 9s 4 RELEASED FOR RECORD *• •• � MICHAEL G. HESTER sp0�. 69104 3476 W�c�c �•/ C E SV SEO V, HESTER ENGINEERING COMPANY #fSq;,,. 'cp1 Copper Creek Condos Water & Sanitary Sewer Engineers Preliminary Quantity and Cost Estimate 6/3/2013 ITEM- DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 CUT IN 12"X12" TEE COMPLETE IN PLACE EA 1 $5,000.00 $5,000,00 2 20" DIA. - 3/8" THK STEEL CASING, CASCADE SPACERS, END L.F. 60 $150.00 $9,000.00 3 8" C900 WATERLINE CL200 DR14 L.F. 1317 $22.50 $29,632.50 4 12" C900 WATERLINE CL200 DR14 L.F. 372 $32.50 $12,090,00 5 12"X45 DEG BEND L.F. 4 $500.00 1 $2,000.00 6 12" GATE VALVE EA. 4 $1,000.00 $4,000,00 7 12" X 8" REDUCER EA. 1 $450.00 $450.00 8 8" X 8" TEE EA. 2 $500.00 $1,000.00 9 B" GATE VALVE EA. 7 $625.00 $4,375.00 10 8" X 11.25 DEG BEND EA. 1 $350.00 $350.00 11 8" X 22.5 DEG BEND EA. 2 $350.00 $700.00 12 8" X 45 DEG BEND EA. 7 $350.00 $2,450.00 13 2" BLOW -OFF ASSEMBLY EA. 1 $375.00 $375.00 14 STANDARD FIRE HYDRANTS EA. 4 $2,750.00 $11,000.00 15 1" TYPE K WATER SERVICE L.F.a4$20.00 $80.00 16 2"TYPE K WATER SERVICE L.F.$20.00 $5,200.00 17 12"X1" TAPPING SLEEVE & VALVE FOR SERVICE EA.300.00 $300.00 18 12"X2"TAPPING SLEEVE & VALVE FOR SERVICE EA.300.00 $600.00 19 8"X2"TAPPING SLEEVE & VALVE FOR SERVICE EA.300.00 $3,goo .00 Ak' EXISTING MANHOLE ALONG SOUTHWEST PARKWAY: CHANGE 20 HEIGHT TO MATCH PROPOSED SIDEWALK, INSTALL L.S. 1 $500.00 $500.00 THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. ON JUNE 3, 2013 RELEASED FOR RECORD HESTER ENGINEERING COMPANY #f-3476 TOTAL ESTIMATED CONSTRUCTION COST = $93,002.50 is .. . . L . . . . . . 69104 Copper Creek Condos Water & Sanitary Sewer Engineers Preliminary Quantity and Cost Estimate 4/24/2013 ITEM DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 CUT IN 12"X10" TEE - SAW CUT, REMOVE AND REPLACE EA L.F. L.F. 1 60 135 $5,000.00 $150.00 $18.00 $5,000.00 $9,000.00 $2,430.00 2 18" DIA. - 3/8" THK STEEL CASING, CASCADE SPACERS, END 3 4" C900 WATERLINE CL200 DR14 4 8" C900 WATERLINE CL200 DR14 L.F. 959 $25.00 $23,975.00 5 10" C900 WATERLINE CL200 DR14 L.F. 318 $30.00 $9,540.00 6 12" C900 WATERLINE CL200 DR14 (@ CUT -IN TEE) L.F. 20 $35,00 $700.00 7 4°" GATE VALVE EA. 1 $300.00 $300.00 8 8° GATE VALVE EA. 3 $500.00 $1,500.00 9 10" GATE VALVE (@ CUT -IN TEE) EA. 1 $600.00 $600.00 10 12" GATE VALVE (@ CUT -IN TEE) EA. 1 $750.00 $750.00 11 10" X 8" REDUCER EA. 1 $300.00 $300.00 12 4" X 8" REDUCER EA. 1 $275.00 $275.00 13 8" X 8" TEE EA. 2 $400.00 $800.00 14 8" BEND EA. 4 $300,00 $1,200,00 15 2" BLOW -OFF ASSEMBLY EA. 1 $300.00 $300.00 16 STANDARD FIRE HYDRANTS EA. 4 $2,750.00 $11,000.00 17 2" TYPE K WATER SERVICE L.F. 555 $20.00 $11,100.00 iftaLlIffifl T_0,q 18 CONNECT TO EXISTING MANHOLE L.S. 1 $500.00 $500.00 19 8" PVC D3034 SDR26 SANITARY SEWER L.F. 1687 $25.00 $42,175.00 20 STD. MANHOLES 6-FEET DEEP EA 7 $2,750.00 $19,250.00 21 WATERTIGHT MANHOLE LID & FRAME EA 4 $250.00 $1,000.00 22 EXTRA DEPTH MANHOLES VF 17 $150.00 $2,550.00 23 4-INCH SERVICE LINES L.F. 1200 $5.00 $6,000.00 THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. ON April 24, 2013 RELEASED FOR RECORD HESTER ENGINEERING COMPANY #f-3476 TOTAL WATER = $78,770,00 TOTAL SANITARY SEWER = $71,475.00 TOTAL ESTIMATED CONSTRUCTION COST = $150,245.00 5• YIN k • GGGVVV •. ,E MICHAEL G. HESTER 69104 .;q� Copper Creek Condos Multi Use Path, Retaining Wall and Sidewalk Engineers Preliminary Quantity and Cost Estimate 4/24/2013 ITEM I DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 IMULTI USE PATH LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $2,500.00 $2,500.00 2 MULTI USE PATH 10-FOOT WIDE X 4" THK REINFORCED S.F. 8420 $5.00 $42,100.00 3 WORK-OUT STATION 10'X10' COMPLETE IN PLACE L.S. 1 $1,000.00 $1,000.00 4 RE -VEGETATION: CURLEX BLANKETS, HYDROMULCH TO L.S. 1 $1,500.00 $1,500.00 SUB TOTAL = $47,100.00 5 RETAINING WALL#1 L.F. 205 $100.00 $20,500.00 6 RETAINING WALL #2 L.F. 112 $100.00 $11,200,00 7 RETAINING WALL #3 L.F. 102 $100.00 $10,200.00 SUB TOTAL = $41,900.00 8 SIDEWALK LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $500.00 $500.00 9 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY S.F. 647 $5.00 $3,235.00 10 RE-VEGATION: CURLEX BLANKET, HYDROMULCH TO L.S. 1 $500.00 $500.00 SUB TOTAL MULTI USE PATH RETAINING WALL 5-FOOT SIDEWALK ALONG SOUTHWEST PARKWAY TOTAL ESTIMATED CONSTRUCTION COST THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. RESTER, P.E. ON April 24, 2013 RELEASED FOR RECORD r• MICHAEL G.•HESTER 69104 cENS�O�\�� HESTER ENGINEERING COMPANY I#f-3476 Copper Creek Condos Water & Sanitary Sewer Engineers Preliminary Quantity and Cost Estimate 6/3/2013 ITEM- DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 CUT IN 12"X12" TEE COMPLETE IN PLACE EA 1 $5,000.00 $5,000,00 2 20" DIA. - 3/8" THK STEEL CASING, CASCADE SPACERS, END L.F. 60 $150.00 $9,000.00 3 8" C900 WATERLINE CL200 DR14 L.F. 1317 $22.50 $29,632.50 4 12" C900 WATERLINE CL200 DR14 L.F. 372 $32.50 $12,090,00 5 12"X45 DEG BEND L.F. 4 $500.00 1 $2,000.00 6 12" GATE VALVE EA. 4 $1,000.00 $4,000,00 7 12" X 8" REDUCER EA. 1 $450.00 $450.00 8 8" X 8" TEE EA. 2 $500.00 $1,000.00 9 B" GATE VALVE EA. 7 $625.00 $4,375.00 10 8" X 11.25 DEG BEND EA. 1 $350.00 $350.00 11 8" X 22.5 DEG BEND EA. 2 $350.00 $700.00 12 8" X 45 DEG BEND EA. 7 $350.00 $2,450.00 13 2" BLOW -OFF ASSEMBLY EA. 1 $375.00 $375.00 14 STANDARD FIRE HYDRANTS EA. 4 $2,750.00 $11,000.00 15 1" TYPE K WATER SERVICE L.F.a4$20.00 $80.00 16 2"TYPE K WATER SERVICE L.F.$20.00 $5,200.00 17 12"X1" TAPPING SLEEVE & VALVE FOR SERVICE EA.300.00 $300.00 18 12"X2"TAPPING SLEEVE & VALVE FOR SERVICE EA.300.00 $600.00 19 8"X2"TAPPING SLEEVE & VALVE FOR SERVICE EA.300.00 $3,goo .00 Ak' EXISTING MANHOLE ALONG SOUTHWEST PARKWAY: CHANGE 20 HEIGHT TO MATCH PROPOSED SIDEWALK, INSTALL L.S. 1 $500.00 $500.00 THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. ON JUNE 3, 2013 RELEASED FOR RECORD HESTER ENGINEERING COMPANY #f-3476 TOTAL ESTIMATED CONSTRUCTION COST = $93,002.50 is .. . . L . . . . . . 69104 Copper Creek Condos Multi Use Path, Retaining Wall and Sidewalk Engineers Preliminary Quantity and Cost Estimate 6/3/2013 ITEM DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 MULTI USE PATH LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $4,500.00 $4,500.00 2 MULTI USE PATH 10-FOOT WIDE X 4n THK REINFORCED S.F. 8188 $5.00 $40,940.00 3 WORK-OUT STATION 10'X10' COMPLETE IN PLACE L.S. 1 $2,500.00 $2,500.00 4 RE -VEGETATION: CURLEX BLANKETS, HYDROMULCH TO L.S. 1 $1,500,00 $1,500.DO SUB TOTAL = $49,440.00 6 RETAINING WALL#1 L.F. 205 $10oDO $20,500.00 7 RETAINING WALL #2 L.F. 112 $100.00 $11,200.00 8 RETAINING WALL#3 L.F. 102 $100.00 $10,200.00 SUB TOTAL = $41,900.00 9 SIDEWALK LAYOUT, CLEAR & GRUB, EXCAVATION LS. 11$500.00 00.00 $500.00 10 6 & 8 FOOT WIDE SIDEWALK ALONG SOUTHWEST PARKWAY S.F.19335.00 $4,665.00 11 RE-VEGATION: CURLEX BLANKET, HYDROMULCH TO L S $500.00 SUB TOTAL = $5,665.00 MULTI USE PATH = $49,440.00 RETAINING WALL = $41,900.00 SIDEWALK ALONG SOUTHWEST PARKWAY = $5,665.00 TOTAL ESTIMATED CONSTRUCTION COST = $97,005.00 THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. ON JUNE 3, 2013 RELEASED FOR RECORD MICAAEL G. HES_TER Rr 89 104 lS / BgA��c�ZCENS�� NESTER ENGINEERING COMPANY#f-3476„S$/�;,,;; •FNp HESTER ENGINEERING COMPANY #F-3476 7607 EASTMARK DRIVE, SUITE 253-8 COLLEGE STATION, TEXAS 77840 979-693-1100 June 3, 2013 Re: COPPER CREEK CONDOS SITE PLAN CoCS STORM WATER DESIGN GUIDELINES SECTION III.C.1 CERTIFICAITON This report (plan) for the drainage design of COPPER CREEK CONDOS was prepared by me (or under my supervision) in accordance with provisions of the Bryan/College Station Unified Drainage Design Guidelines for the owners of the property. All licenses and permits required by any and all state and federal regulatory agencies for the proposed drainage improvements have been issued. Michael G. Hester, P.E. C-�_�n�, Licensed Professional Engineer State of Texas No. 69104 9t • � , t• -A MICHEL O.*NE ASTER 69104 ;�, Hester Engineering Company #f-3476 7607 Eastmark Drive, Suite 253-B College Station, Texas 77840 979-693-1100 mhester@hester-engrcom June 3, 2013 Erika Bridges, EIT CoCS Engineering Division P.O. Box 9960 College Station, Tx 77840 979-764-3570 Re: Copper Creek Condos, 301 Southwest Parkway Detention Exemption Letter Erika, Section II.C.3.b Unified Stormwater Design Guidelines. I have conducted a topographic review and field investigation of the existing and proposed flow patterns for stormwater runoff from (Copper Creek Condos) to the main stream of (Bee Creek Tributary B). At build -out conditions allowable by zoning, restrictive covenant, or plat note, the stormwater flows from the subject subdivision or site project will not cause any increase in flooding conditions to the interior of existing building structures, including basement areas, for storms of magnitude up through the 100-year event The exemption that applies to this development. (1). Adjacent to Primary System Any development adjacent to the Primary System may demonstrate that detention is not beneficial to the system with an engineering timing analysis. The analysis should include all upstream development broken into basins of size similar to the development being studied and carried downstream until the development represents less than 2% of the total drainage basin. IN REFERENCE TO Detention Timing Analysis Update prepared by J. Chris Harris, P.E., CFM with Kimley-Horn & Associates, Inc. dated January 23, 2013, Sincerely, �ctI- Michael G. Hester, P.E. Attachment- Kimley-Horn and Associates, Inc. Detention Timing Analysis Update, Lot 2 William Brooke Hunter Estates Copper Creek Condos Multi Use Path, Retaining Wall and Sidewalk Engineers Preliminary Quantity and Cost Estimate 6/3; 2013 ITEM DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 MULTI USE PATH LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $4,500.00 $4,500.00 2 MULTIUSE PATH 10-FOOT WIDE X 4" THK REINFORCED PLAC S.F. L.S. 8188 1 $5.00 $2,500.00 $40,940.00 $2,500.00 3 WORK-OUT STATION 10'X1O' COMPLETE IN PLACE 4 RE -VEGETATION: CURLEX BLANKETS, HYDROMULCH TO L.S. 1 $1,500.00 $1,500.00 SUB TOTAL = $49,440.00 6 RETAINING WALL#1 L.F. 205 $100.00 $20,500.00 7 RETAINING WALL#2 L.F. 112 $100.00 $11,200.00 8 RETAINING WALL#3 L.F. 102 $100.00 $10,200.00 SUB TOTAL = $41,900.00 9 SIDEWALK LAYOUT, CLEAR & GRUB, EXCAVATION L.S. 1 $500.00 $500.00 10 6 & 8 FOOT WIDE SIDEWALK ALONG SOUTHWEST PARKWAY S.F. 933 $SOO $4,665.00 11 RE-VEGATION: CURLEX BLANKET, HYDROMULCH TO L.S. 1 $500.00 $500.00 SUB TOTAL = $5,665.00 THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. ON JUNE 3, 2013 RELEASED FOR RECORD �uc�.-c�1-✓� 7 RG, HESTER ENGINEERING COMPANY W-3476 MULTI USE PATH = $49,440.00 RETAINING WALL= $41,900.00 SIDEWALK ALONG SOUTHWEST PARKWAY = $5,665.00 TOTAL ESTIMATED CONSTRUCTION COST = $97,005.00 MICHAEL G. HESTER 69104 Copper Creek Condos Water & Sanitary Sewer Engineers Preliminary Quantity and Cost Estimate 6/3/2013 ITEM DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION 1 CUT IN 12"X12" TEE COMPLETE IN PLACE EA 1 $5,000.00 $5,000.00 2 - 20" DIA. - 3/8" THK STEEL CASING, CASCADE SPACERS, END CAPS BORED CONAPI FTF IN PI ACE L.F. 60 $150,00 $9,000.00 3 8" C900 WATERLINE CL200 DR14 L.F. 1317 $22.50 $29,632.50 4 12" C900 WATERLINE CL200 DR14 L.F. 372 $52.50 $12,090.00 5 12"X45 DEG BEND L.F. 4 $500.00 $2,000.00 6 12-GATE VALVE EA. 4 $1,000.00 $4,000.00 7 12" X 8" REDUCER EA. 1 $450.00 $450.00 8 8" X 8" TEE EA. 2 $500.00 $1,000.00 9 8" GATE VALVE EA. 7 $625.00 $4,37S.00 10 8" X 11.25 DEG BEND EA. 1 $350.00 $350,00 11 8" X 22.5 DEG BEND EA. 2 $350.00 $700.00 12 8" X 45 DEG BEND EA. 7 $350.00 $2,450.00 13 2" BLOW -OFF ASSEMBLY EA. 1 $375.00 $375.00 14 STANDARD FIRE HYDRANTS EA. 4 $2,750.00 $11,000.00 15 1" TYPE K WATER SERVICE L.F. 4 $20.00 $80.00 16 2" TYPE K WATER SERVICE L.F. 260 $20.00 $5,200.00 17 12"X1" TAPPING SLEEVE & VALVE FOR SERVICE EA. 1 $300.00 $300,02 18 12"X2" TAPPING SLEEVE & VALVE FOR SERVICE EA. 2 $300.00 $600.00 19 8"X2" TAPPING SLEEVE & VALVE FOR SERVICE EA. 13 $300.00 $3,900.00 61.0011F_1 TL9M4977 EXISTING MANHOLE ALONG SOUTHWEST PARKWAY: CHANGE 20 HEIGHT TO MATCH PROPOSED SIDEWALK, INSTALL L.S. 1 $500.00F$500001 �LCP�-c _ jz I I F THE SEAL APPEARNG ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL G. HESTER, P.E. ON JUNE 3, 2013 RELEASED FOR RECORD HESTER ENGINEERING COMPANY #f-3476 TOTAL ESTIMATED CONSTRUCTION COST = $93,002.50 �5�r-r,93p�11 MICHAEL G. HESTER 69104 .;qF