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Home My WebLink About1.03 Exhibit CEXHIBIT C-1 Parks and Recreation PROPOSED TRAIL ALONG COUNTY ROAD 109 0 QC WESTBANK COURT \ty Cu 4 /ti PROPOSED COMMON AREA (SHADED) C PROPERTY BOUNDARY 1 PROPOSED COMMON AREA (SHADED TYPICAL) ROSE RANCH METROPOLITAN DISTRICT PARKS AND RECREATION HIGH COUNTRY ENGINEERING, INC. 923 COOPER AVENUE GLENWOOD SPRINGS, CO 81601 (970) 945-8676 EXH-DAR{S ROARING FORK :NV., L.L.C. CARF,ELD COUNTY, CO ROSE RANCH METROPOLITAN DISTRICT PARKS AND RECREATION SCALE: 1 " = 1000' DES. EPT ICK. NCE DR. EPT (DATE 11-30-99 FILE NO. 97042-06 SHEET 1 OF 1 EXHIBIT C-2 Street and Safety Systems/Water Systems/ Sanitary Sewer and Drainage System PROPOSED ENTRANCE IMPROVEMENTS OFFSITE WESTSANK COURT OTs �\ AFR Y If*IV' i1a 9 (NGgQY j• l H�EOR� Ea PROPOSED HWY 82 W10ENING ANO FUTURE SIGNAL PROPOSED ENTRANCE OFFSITE IMPROVE.NENTS IMPROVEMENTS OFFSITE PROPERTY 9CUNDARY PROPOSED GOLF COURSE PROPOSED ENTRANCE IMPRCVEMENTS OFFSI T E ROSE RANCH METROPOLITAN DISTRICT STREET AND SAFETY SYSTEM LEGEND �. PROPOSED ROADWAY HIGH COUNTRY ENGINEERING, INC. 923 COOPER AVENUE • GL ENWOOD SPRWCS, CO 81601 (970) 945-8676 ExH-RCACS ROARING FCRK INV., L.L.0 CARFE_D CCUNTY, CO ROSE RANCH k4ErRcfouTAN DISTRICT STREET APD sAFE1Y SCALE: " = 1000' CES. EPT CR. EPT CK. NCE DATE 7-1-99 FILE NO. 97042-06 SHEET 1 OF 1 f CO POTENTIAL FUTURE CONNECTION TO NESTBANK HOMEOWNERS. A Qi ROBERTSON DITCH INTAKE ROARING `CRK RIVER INTAKE POTENTIAL LRE CONNECTION ACROSS RIVER 'RCPERT' aCUNCAR" RC?CSE. 00L.= COURSE T PRC?CSE. WATER "ANK<\ ROSE RANCH Mt 1 HOPOLITAN DISTRICT PROPOSED WATER FACILITIES iv ( V0 CONNECTION CN ROAR!NC 7ORK WA'ER ANO SANI7A7ICN .IS RIC EXIS 'NG WATER LINE. HIGH COUNTRY ENGINEERING, INC. 923 COOPER AVENUE GLENW000 SPRINGS, CO 81601 (970) 945-8676 EX, -'NATER ROAR NG 'C.RK .Nv, CARFE_0 COON -Y. 00 ROSE RANCH METROPOLITAN DISTRICT PROPOSED WATERLINES SCA,.=. = 'CCC' NO= = LE NO .A-= 7-•-99 97042-06 SHEET OF FR Ry=RCPCSEO uNOERCRCUNO STA^CN ,y2 ,4 RC?CSEC ;;NCERCRC ..N: '_ FT S A"'!CN 1 PROPER7Y SCUNCARy ROSE RANCH MI 1 HOPOLITAN DISTRICT PROPOSED SEWER FACILITIES PROPOSE. COL!' COURSE ( FORCE VAN CONNEC':ON TC ROAR NG FORK WA 7",,R AND SAN "ATCN C15TRIC" w.w.".P. ON ASPEN GLEN. SANI'ARY SEWER V A\ -CLE (TVP;CAL) :-RCE VAIN vAN-CLE (TYP'CAL; HIGH COUNTRY ENGINEERING, INC. 923 COOPER AVENUE GLENW000 SPRINGS. CO 81601 (970) 945-8676 E XH -WA -ER ROARING FORK 'NV.. L. GARFELO COGN"". CO ROSE RANCH METROPOLITAN DtSTR1CT PROPOSES) SANITARY SEWER SCALE: 1" = 1000' CES. E'- 1CK NOE 1=LE NC E7.1- .1A"E 7-7_99 97042-06 SHE:T OF EXHIBIT C-3 Parks and Recreation, Street and Safety Systems, Water System, Sanitary Sewer and Drainage Systems Cost Estimates 7/9/1999 (Rev 11/30/99) HCE JOB NO: 97042.06 "k: \gprodata\file\97\97042\metrocos. xls Street and Safety System $ 3,151,890 Water Facilities $ 2,292,393 Sewer Facilities $ 1,560,279 Drainage Facilities $ 1,245,438 Parks and Recreation $ 500,000 Grand Total $ 8,750,000 This summary of probable construction cost was prepared for estimating purposes only. High Country Engineering, Inc. cannot be held responsible for variances from this estimate as actual costs may vary due to bid and market fluctuations. November 30, 1999 HCE JOB NO: 97042.06 "k: \gprodata\file\97\97042\metrocos. xls ITEM UNIT QUANTITY UNIT COST COST Trails Fencing Picnic Structures Miscellaneous Structures 1 L.S. 1 L.S. 1 L.S. 1 L.S. 173,729.00 50,000.00 100,000.00 100,000.00 173,729 50,000.00 100,000.00 100,000.00 Assume 8% Engineering, Surveying, Etc. 10% Contingency SUBTOTAL $ 423,729 33,898 $ 42,373 TOTAL $ 500,000 This summary of probable construction cost was prepared for estimating purposes only. High Country Engineering, Inc. cannot be held responsible for variances from this estimate as actual costs may vary due to bid and market fluctuations. 7/9/1999 (Rev 11/30/99) HCE JOB NO: 97042.06 k: \gprodata\file \97\97042\metrocos. xls ITEM UNIT QUANTITY UNIT COST COST Earthwork (Assumed) Retaining Wall (Face Area) Rock Excavation Road Constructions = .0 3" Asphalt 6" Class 6 Aggregate Base Course 1' Ribbon Curb 1.5' Median Curb Check Dam Construction Sod in roadside ditches 5' Concrete Sidewalk Handicap Ramp Miscellaneous Revegetate/Landscape Class 1 Ground Sign Erosion Control County Road 1 Improvements Highway 82 Intersect Improvements 1 L.S. $ 611,864.00 $ 6263 S.F. $ 32.00 $ 1500 C.Y. $ 30.00 $ 611,864.00 200,416.00 45,000.00 18739 S.Y. $ 8.00 $ 149,912.00 3469 C.Y. $ 20.00 $ 69,380.00 12826 L.F. $ 9.00 $ 115,434.00 1248 L.F. $ 11.00 $ 13,728.00 1444 L.F. $ 2.00 $ 2,888.00 1137 S.Y. $ 0.50 $ 568.50 28102 S.F. $ 4.00 $ 112,408.00 12 E.A. $ 150.00 $ 1,800.00 1 L.S. $ 50,000.00 $ 7 E.A. $ 2,000.00 $ 1 L.S. $ 10,000.00 $ 1 L.S. 1 L.S. 568.50 112,408.00 1,800.00 497,784.00 497,784.00 735,134.00 735,134.00 Assume 8% Engineering, Surveying, Etc. 10% Contingency SUBTOTAL $ 2,671,093.00 $ 213,687 $ 267,109 TOTAL $ 3,151,890 This summary of probable construction cost was prepared for estimating purposes only. High Country Engineering, Inc. cannot be held responsible for variances from this estimate as actual costs may vary due to bid and market fluctuations. July 9, 1999 HCE JOB NO: 97042.06 k:\gprodata\file\97\97Q42\metrocos.xis ITEM UNIT QUANTITY UNIT COST COST *price includes trenching and fittings and restraints where needed 12" DIP Waterline 10" DIP Waterline 8" DIP Waterline 6" DIP Waterline 12" Gate Valve 10" Gate Valve 8" Gate Valve 1" Water Service PRV Vault Fire Hydrant Assembly Air Vac 6" PVC Drain from Tank Pump House Pump House Appurtenances Water Tank (300k gal) Concrete Water Tank Appurtenances Water Treatment Building Water Treatment Appurtenances Water Treatment Pumps Connection to Exist Aspen Glen Settling Pond Intake Structure 6,539 L.F. 54.00 353,106.00 2,023 L.F. 41.05 83,044.15 9,794 L.F. 31.33 306,846.02 1,418 L.F. 20.00 28,360.00 10 Each 975.00 9,750.00 8 Each 850.00 6,800.00 24 Each 675.00 16,200.00 82 Each 1,000.00 82,000.00 2 Each 16,500.00 33,000.00 10 Each 2,500.00 25,000.00 2 Each 3,000.00 6,000.00 880 L.F. 20.00 17,600.00 1 Each 10,000.00 10,000.00 1 L.S. 20,000.00 20,000.00 1 L.S. 450,000.00 450,000.00 1 L.S. 17,000.00 17,000.00 1 L.S. 160,000.00 160,000.00 1 L.S. 230,000.00 230,000.00 1 L.S. 80,000.00 80,000.00 1 L.S. 4,000.00 4,000.00 2 E.A. 2,000.00 4,000.00 Assume 8% Engineering, Surveying, Etc. 10% Contingency SUBTOTAL $ 1,942,706.17 $ 155,416 $ 194.271 TOTAL $ 2,292,393 This summary of probable construction cost was prepared for estimating purposes only. High Country Engineering, Inc. cannot be held responsible for variances from this estimate as actual costs may vary due to bid and market fluctuations. July 9, 1999 HCE JOB NO: 97042.06 'k:\gprodata\file\97\97042\metrocos.xls ITEM UNIT QUANTITY UNIT COST COST *price includes trenching and fittings and restraints where needed 8" SDR 35 Sewer Pipe 4' dia. Manhole Sewer Services 4" PE Sanitary Sewer Force Main Force Main Manhole Below grade lift station Concrete Encasement 16877 L.F. 63 Each 245 Each 9898 L.F. 24 Each 2 Each 481 L.F. 32.00 4,000.00 600.00 12.00 5,000.00 65,000.00 30.00 540,064.00 252,000.00 147,000.00 118,776.00 120,000.00 130,000.00 14,430.00 Assume 8% Engineering, Surveying, Etc. 10% Contingency SUBTOTAL $ 1,322,270.00 $ 105,782 $ 132,227 TOTAL $ 1,560,279 This summary of probable construction cost was prepared for estimating purposes only. High Country Engineering, Inc. cannot be held responsible for variances from this estimate as actual costs may vary due to bid and market fluctuations. July 9, 1999 HCE JOB NO: 97042.06 'k:\gprodata\fife\97\97042\metrocos.xls ITEM UNIT QUANTITY UNIT COST COST 36" ADS N-12 18" ADS N-12 24" ADS N-12 Crib Wall Structure 48" ADS N-12 10'x10' Concrete Box Culvert 5'x7' Concrete Box Culvert 30" ADS N-12 36" C.M.P. 24" C.M.P. Wing Walls for Concrete Culverts 18" CMP Flared End 24" CMP Flared End 36" CMP Flared End 30" CMP Flared End Baffled Oil Skimmer Drop inlet with Grate 630 L.F. 70.00 44,100.00 1199 L.F. 27.00 32,373.00 499 L.F. 30.00 14, 970.00 370 L.F. 315.00 116, 550.00 334 L.F. 110.00 36,740.00 285 L.F. 2,100.00 598,500.00 195 L.F. 665.00 129, 675.00 142 L.F. 50.00 7,100.00 124 L.F. 72.00 8,928.00 60 L.F. 32.00 1,920.00 28 Each 1000.00 28,000.00 28 Each 200.00 5,600.00 16 Each 250.00 4,000.00 12 Each 700.00 8,400.00 4 Each 650.00 2,600.00 4 Each 2500.00 10,000.00 6 Each 1,000.00 6,000.00 Assume 8% Engineering, Surveying, Etc. 10% Contingency SUBTOTAL $ 1,055,456.00 S 84,436 $ 105,546 TOTAL $ 1,245,438 This summary of probable construction cost was prepared for estimating purposes only. High Country Engineering, Inc. cannot be held responsible for variances from this estimate as actual costs may vary due to bid and market fluctuations.