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<br />© 2018 WIDSETH SMITH NOLTINGJ:\0130B-City of Pequot Lakes\0130B0066-Pequot Lakes South of Derksen Schematics\0130B0066.000-Pequot Lakes South of Derksen Schematics\CADD\Civil\C-XR-0130B0066.000-PhasingTAP.dwg Plotted by:Tony Pohl 10/15/2018 9:41:12 AM
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<br />BASIS OF ESTIMATED PROJECT COST
<br />ROADWAY
<br />·2 - 12' LANES, 2 - 6' MULTI. USE LANES
<br />·B624 CONCRETE CURB AND GUTTER
<br />·NO DRIVEWAY ENTRANCES
<br />·4" BITUMINOUS PAVEMENT, 6" AGGREGATE BASE
<br />PAUL BUNYAN TRAIL RESTORATION
<br />·BITUMINOUS PAVING
<br />·TRUNCATED DOMES
<br />·TURF RESTORATION
<br />·SIGNS
<br />REGIONAL STORMWATER SYSTEM
<br />·STORM SEWER COLLECTION SYSTEM SIZED FOR PROPOSED ROADWAY SECTION
<br />AND INDIVIDUALS LOTS AT 50% IMPERVIOUS FOR THE 10-YEAR RAINFALL EVENT
<br />·INDIVIDUAL LOTS SHALL PROVIDE ON-SITE STORMWATER RETENTION IF OVER
<br />50% IMPERVIOUS
<br />·PROPOSED STORM SEWER PIPE "STUBS" FOR INDIVIDUAL LOT CONNECTION TO
<br />REGIONAL SYSTEM
<br />·NORTH & SOUTH REGIONAL INFILTRATION BASINS WITH LINED WET FOREBAYS
<br />FOR PRETREATMENT
<br />·INFILTRATION BASINS ARE SIZED TO INFILTRATE THE 10-YEAR EVENT
<br />·NORTH BASIN OVERFLOW - BETWEEN PAUL BUNYAN TRAIL & PATRIOT AVE.
<br />·SOUTH BASIN OVERFLOW - HWY 371 DITCH
<br />·FUTURE BALL FIELD FACILITY WILL HAVE TO PROVIDE ONSITE STORMWATER
<br />RETENTION
<br />WATER DISTRIBUTION SYSTEM
<br />·8" PVC WATERMAIN
<br />·600' HYDRANT SPACING
<br />·6" PVC WATER SERVICES TO INDIVIDUAL LOTS
<br />SANITARY SEWER SYSTEM
<br />·8" PVC SEWERMAIN
<br />·48" PRECAST STRUCTURES
<br />·6" PVC SEWER SERVICES
<br />·3" FORCEMAIN SEWER SERVICE FOR FUTURE BALL FIELD FACILITY
<br />EARTHWORK
<br />·ROADWAY CUT: 9,500 CU. YDS.FILL: 6,000 CU. YDS.
<br />·NORTH POND CUT: 8,000 CU. YDS.FILL: 700 CU. YDS.
<br />·SOUTH POND CUT: 15,000 CU. YDS.FILL: 0 CU. YDS.
<br />·NOTE: EXCESS MATERIAL COULD BE USED TO IMPROVE THE TOPOGRAPHY OF
<br />SOME OF THE INDIVIDUAL LOTS
<br />RESTORATION
<br />·SCREENED TOPSOIL BARROW
<br />·FERTILIZER TYPE 1
<br />·SEED MIXTURE 25-151
<br />·HYDRAULIC TYPE MULCH MATRIX
<br />ESTIMATED PROJECT COST
<br />PHASE 1: 6.7 ACRES
<br />ROADWAY - $83,500
<br />STORM SEWER COLLECTION SYSTEM - $7,000
<br />SANITARY SEWER COLLECTION SYSTEM - $39,000
<br />WATER DISTRIBUTION SYSTEM - $58,000
<br />ESTIMATED CONSTRUCTION COST = $187,500
<br />CONTINGENCIES (15%) = $28,150
<br />SUBTOTAL = $215,650
<br />ENGINEERING (15%) = $32,350
<br />LEGAL AND OTHER COST (2%) = $4,300
<br />ADMINISTRATION (2%) = $4,300
<br />ESTIMATED TOTAL PROJECT COST = $257,000
<br />PHASE 2: 13.1 ACRES
<br />ROADWAY - $165,500
<br />PAUL BUNYAN TRAIL RESTORATION - $6,000
<br />STORM SEWER COLLECTION SYSTEM - $69,500
<br />NORTH INFILTRATION BASIN - $103,000
<br />SANITARY SEWER COLLECTION SYSTEM - $37,000
<br />WATER DISTRIBUTION SYSTEM - $41,500
<br />ESTIMATED CONSTRUCTION COST = $422,500
<br />CONTINGENCIES (15%) = $63,400
<br />SUBTOTAL = $485,900
<br />ENGINEERING (15%) = $72,900
<br />LEGAL AND OTHER COST (2%) = $9,700
<br />ADMINISTRATION (2%) = $9,700
<br />ESTIMATED TOTAL PROJECT COST = $578,000
<br />PHASE 3: 24.7 ACRES
<br />ROADWAY - $257,000
<br />STORM SEWER COLLECTION SYSTEM - $73,000
<br />SANITARY SEWER COLLECTION SYSTEM - $73,000
<br />WATER DISTRIBUTION SYSTEM - $82,000
<br />ESTIMATED CONSTRUCTION COST = $485,000
<br />CONTINGENCIES (15%) = $72,750
<br />SUBTOTAL = $557,750
<br />ENGINEERING (15%) = $83,650
<br />LEGAL AND OTHER COST (2%) = $11,150
<br />ADMINISTRATION (2%) = $11,150
<br />ESTIMATED TOTAL PROJECT COST = $664,000
<br />PHASE 4: 9.4 ACRES
<br />ROADWAY - $249,500
<br />PAUL BUNYAN TRAIL RESTORATION - $9,500
<br />STORM SEWER COLLECTION SYSTEM - $83,000
<br />SOUTH INFILTRATION BASIN - $151,500
<br />SANITARY SEWER COLLECTION SYSTEM - $10,500
<br />WATER DISTRIBUTION SYSTEM - $69,000
<br />ESTIMATED CONSTRUCTION COST = $573,000
<br />CONTINGENCIES (15%) = $85,950
<br />SUBTOTAL = $658,950
<br />ENGINEERING (15%) = $98,850
<br />LEGAL AND OTHER COST (2%) = $13,200
<br />ADMINISTRATION (2%) = $13,200
<br />ESTIMATED TOTAL PROJECT COST = $784,000
<br />TOTAL PROJECT COST: 53.9 ACRES
<br />ROADWAY - $755,500
<br />PAUL BUNYAN TRAIL RESTORATION - $15,500
<br />STORM SEWER COLLECTION SYSTEM - $232,500
<br />SOUTH INFILTRATION BASIN - $151,500
<br />NORTH INFILTRATION BASIN - $103,000
<br />SANITARY SEWER COLLECTION SYSTEM - $159,500
<br />WATER DISTRIBUTION SYSTEM - $250,500
<br />ESTIMATED CONSTRUCTION COST = $1,668,000
<br />CONTINGENCIES (15%) = $250,250
<br />SUBTOTAL = $1,918,250
<br />ENGINEERING (15%) = $287,750
<br />LEGAL AND OTHER COST (2%) = $38,350
<br />ADMINISTRATION (2%) = $38,350
<br />ESTIMATED TOTAL PROJECT COST = $2,283,000
<br />LOW POIN
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<br />WATER DISTRIBUTION SYSTEM
<br />SANITARY SEWER COLLECTION SYSTEM
<br />0
<br />SCALE ( IN FEET )
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<br />NORTH
<br />SOUTH STORMWATER
<br />RETENTION BASIN
<br />NORTH STORMWATER
<br />RETENTION BASIN
<br />PHASE 1
<br />PER ACRE TOTAL PROJECT COST CALCULATION:
<br />TOTAL LOT ACRES = 53.9 ACRE,
<br />TOTAL PROJECT COST/ACRE = $42,350/ACRE
<br />TOTAL PROJECT COST/LOT = $190,250/LOT
<br />PHASE 2
<br />PHASE 3
<br />PHASE 4
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