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BASIS OF ESTMATED PR0.IECT COST ESTIMATED PROJECT COST PER ACRE TOTAL PROJECT COST CALCULATION�. Z I�
<br /> ROADWAV WATEN DISTRIBU710N SYSTEM ROADWAV-f634,000 TOTAL LOT ACRES=53.9 ACRE.TOTAL PROJECT COST/ACRE_ � �
<br /> • 2�17 LANES,2�e'MULiI.USE LANES • 8^PVC WATERMAIN PAUL BUNVAN TRAIL RESTORATION-59,500 E38,570/ACRE
<br /> • 887A CONCRETE CURB AND GUTTER . 800'XVDRANT SPACING STORM SEWER COLLECTION SVSTEM-E237.000 J
<br /> . NO DRIVEWAY ENTRANCES . 6"WC WATER SERNCES TO INDIVIWAL LOTS NORTH INF�LTRATION&4SIN-f103,000 LOT t�.34 ACRES,5131 000 O w
<br /> • 1"BIiUMINOUS PAVEMENT,e"AG(iREGATE BASE Z
<br /> SANITARY SEVYER$YSTEM SOUTN INFILTRATION BASIN-5151,500 LOT 2�1.5 ACRES,558,000 �
<br /> PAUL BUNVAN TRAIL RESTORATION . 8'PVC SENIERNAIN SANITARY SEWER COLLECTION SYSIEM-S�58,000 LOT 3.1.8 ACRES,E69,500 =
<br /> • BITUMINOUS PAVING • �8"PRECAST STRUCNRES
<br /> WATER DISTRIBUTION SVSTEM-I226,000 LOT 4�.2.5 ACRES,E96,500 F��'n
<br /> . TRUNCATED OOMES . 6"V1/C SEWER SERVICES LOT 5�.3 8 ACRES,E14G,500 ��e
<br /> • TURF RESTORATION , ESTIMATED CONSTRUCTION COST=$1,519.000 LOT 6'.6.B ACRES,E262,500 �
<br /> 3"FORCEMAIN SEWER SERVICE FOR FUTURE BALL FlELD FAGLIT' CONTINGENGES 15%- N
<br /> • SIGNS 1 )'E227 850 L0T 7�.7.1 ACRES,5274,000 �
<br /> EARTIM'ORK SUBTOTAL=51,7<6,850 LOT B�.4.9 ACRES.5189 000 =�<
<br /> REGIONAL STORMWATER SVSTEM • ROADWAY CUT:9,600 CU.YDS. FILL:B4O00 CU.VDS. ENGINEERING(15%)=5262,028 LOT 9.6.5 ACRES.5250,500 u�
<br /> • STORM SEVJER COLLECTION SVSTEM SIZEO FOR PROVOSED ROADWAY SECTION ANO . NORTH POND CUT:B4O00 CU.YDS. FILL:700 CU.YDS. LEGAL AND OTHER COST(2%)=34,937 LOT 10�.6 2 ACRES,E239,000 � �
<br /> INDIVIDUALS LOTS AT 60%IMPERVIOUS FOR TNE 10-YEAR R/UNFALL EVENT • SWTH POND CUT:16,000 CU.YDS. FILL 0 CU.YDS. ADMINISTRATION(2%)=34,937 LOT 11�.3.B ACRES,E1dfi,500 Q `a,
<br /> • INDMDUAL LOTS SHALL PROVIDE ONSITE STORMWATER RETENTON IF OVER 60% • NOTE:E%CE55 MATERIAL COULD BE USED TO IMPROVE TXE TOPOGRAPHV OF SOME OF ESTIMAIE�TOTAL PROJECT COST=32.079,000 LOT'12�.5.6 ACRES,E21fi,000 � W_
<br /> IMPERVIOUS THE INDIVIDUAL LOTS FUTURE BALL FIELD FACILITV�.ExCLUDEO
<br /> . PROPOSED STORM SEWER PIPE"STUBS"FOR INDMWAL LOT CONNECTION TO REGIONAL
<br /> SYSTEM RESTORATION PER LINEAL FOOT�lF)OF ROAD FRONTAGE TOTAL PROJECT COST
<br /> • NORTH 8 SOUTM REGIONAL INFILTRATION BASINS WITM LINED VYET FOREBAVS FOR . SCREENED TOPSOIL BARROW CALCULATION: �
<br /> PRETREAiMENT FERi1LIZER TYPE 7
<br /> • INFILTRATIOH BA31NS ARE SIZED TO INFlLTRATE TNE 10-VEAR EVENT • SEED MI%TURE Y6-t61 TOTAL ROAD FRONTAGE_
<br /> . NORTM BASIN OVERFLOW�BETYJEEN PAUL BUNYAN TRAIL 8 PATRIOT AVE. . XYDRAULIC TYPE MULCH MATRIX
<br /> • SOUTM BASIN OVERFLOW-HWY�71 DITCM
<br /> • FUTURE BALL FIEID FACILITY WILL HAVE TO PROVIDE ONSITE STORMWATER RETENTION �gk
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