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INDIAN RIVER COUNTY UTILITIES
<br />ROCKRIDGE SEWER COLLECTION REHABILITATION
<br />TABLE 2: ESTIMATE FOR GRAVITY COLLECTION SYSTEM
<br />ASSUMPTIONS
<br />8
<br />INCH DIA
<br />MINIMUM SEWER SIZE
<br />GPD
<br />0.34%
<br />DESIGN /
<br />MINIMUM SLOPE
<br />GPM AVG
<br />4.00
<br />FEET CUT
<br />AT UPPERMOST MANHOLE
<br />400
<br />MAXIMUM
<br />MANHOLE SPACING
<br />5.72 2 0.34% 18 9
<br />LOCATION
<br />FROM
<br />TO
<br />INLET
<br />LENGTH
<br />0'-6'
<br />66.1%
<br />13,517
<br />DEPTH
<br />OFRUN
<br />PIPING NORTH OF 17TH
<br />STREET
<br />LF
<br />8'-10'
<br />6TH AVE
<br />N END
<br />17TH ST
<br />4.00
<br />519
<br />5TH CT
<br />N END
<br />17TH ST
<br />4.00
<br />505
<br />5TH AVE
<br />N END
<br />17TH ST
<br />4.00
<br />525
<br />17TH ST
<br />6TH AVE
<br />5TH AVE
<br />5.76
<br />480
<br />PIPING BETWEEN
<br />16TH
<br />AND 17TH
<br />STREETS
<br />29
<br />16TH PL
<br />W END
<br />6TH AVE
<br />4.00
<br />600
<br />6TH AVE
<br />17TH ST
<br />16TH ST
<br />4.00
<br />487
<br />5TH CT
<br />17TH ST
<br />16TH ST
<br />4.00
<br />487
<br />STH AVE
<br />17TH ST
<br />PS MH
<br />7.40
<br />630
<br />5TH AVE
<br />16TH ST
<br />PS MH
<br />13.08
<br />29
<br />4TH CT
<br />17TH ST
<br />16TH ST
<br />4.00
<br />480
<br />4TH AVE
<br />17TH ST
<br />16TH ST
<br />4.00
<br />492
<br />3RD CT
<br />17TH ST
<br />16TH ST
<br />4.00
<br />490
<br />16TH ST
<br />6TH AVE
<br />5TH AVE
<br />6.67
<br />480
<br />16TH ST
<br />3RD CT
<br />5TH AVE
<br />5.67
<br />775
<br />PIPING BETWEEN
<br />15TH
<br />AND 16TH
<br />STREETS
<br />679
<br />16TH ST
<br />W END
<br />6TH AVE
<br />4.00
<br />615
<br />6TH AVE
<br />16TH ST
<br />15TH ST
<br />6.09
<br />600
<br />15TH PL
<br />W END
<br />6TH AVE
<br />4.00
<br />600
<br />5TH CT
<br />16TH ST
<br />15TH ST
<br />4.00
<br />525
<br />5TH AVE
<br />15TH ST
<br />16TH ST
<br />11.04
<br />600
<br />4TH CT
<br />16TH ST
<br />15TH ST
<br />4.00
<br />540
<br />4TH AVE
<br />16TH ST
<br />15TH ST
<br />4.00
<br />490
<br />3RD CT
<br />16TH ST
<br />15TH ST
<br />4.00
<br />525
<br />3RD AVE
<br />16TH ST
<br />3RD CT
<br />4.00
<br />780
<br />15TH ST
<br />6TH AVE
<br />5TH AVE
<br />7.16
<br />480
<br />15TH ST
<br />3RD CT
<br />5TH AVE
<br />8.37
<br />786
<br />PIPING BETWEEN
<br />13TH
<br />AND 15TH
<br />STREETS
<br />15
<br />6TH AVE
<br />14TH ST
<br />15TH ST
<br />4.00
<br />575
<br />5TH CT
<br />14TH ST
<br />15TH ST
<br />4.00
<br />575
<br />5TH AVE
<br />14TH ST
<br />15TH ST
<br />4.00
<br />575
<br />4TH CT
<br />13TH ST
<br />15TH ST
<br />4.00
<br />1,235
<br />4TH AVE
<br />13TH ST
<br />15TH ST
<br />4.00
<br />1,235
<br />3RD CT
<br />13TH ST
<br />15TH ST
<br />4.00
<br />1,225
<br />14TH PL
<br />E END
<br />3RD CT
<br />4.00
<br />513
<br />14TH ST
<br />E END
<br />3RD CT
<br />4.00
<br />620
<br />PS MH
<br />PS WW
<br />0,34%
<br />13.18
<br />20
<br />15TH ST
<br />6TH ST
<br />6TH CT
<br />4.00
<br />200
<br />14TH ST
<br />6TH ST
<br />6TH CT
<br />4.00
<br />170
<br />TOTALS 20,463
<br />STEEPER SLOPE AT UPPERMOST RUN IGNORED
<br />STATION
<br />GRADE IN AREA IS ESSENTIALLY FLAT
<br />GPD
<br />DROP MANHOLES ARE NOT CONSIDERED
<br />431 LOTS
<br />DROPS THROUGH MANHOLES ARE NOT INCLUDED
<br />GPM AVG
<br />OUTLET MHS SLOPE LOTS DBL
<br />SGL
<br />DEPTH SVCS
<br />SVCS
<br />5.76 2 0.34% 9 4
<br />1
<br />5.72 2 0.34% 18 9
<br />0
<br />579 2 0.34% 17 6
<br />1
<br />7.40 3 0.34% - -
<br />-
<br />PUMP
<br />STATION
<br />129,300
<br />GPD
<br />18
<br />431 LOTS
<br />90
<br />GPM AVG
<br />EA
<br />300 GPD/ERC
<br />3.7
<br />PEAK FACTOR
<br />12'-14'
<br />1
<br />334
<br />GPM PEAK
<br />GRAVITY SEWER
<br />EA
<br />QUANTITY
<br />11
<br />0'-6'
<br />66.1%
<br />13,517
<br />LF
<br />6'-8'
<br />21.4%
<br />4,387
<br />LF
<br />8'-10'
<br />T13%
<br />1,604
<br />LF
<br />10'-12'
<br />2.9%
<br />568
<br />LF
<br />12'-14'
<br />1.8%
<br />367
<br />LF
<br />MANHOLES
<br />0'-6'
<br />S4
<br />EA
<br />6'-8'
<br />18
<br />EA
<br />8'-10'
<br />6
<br />EA
<br />10'-12'
<br />2
<br />EA
<br />12'-14'
<br />1
<br />EA
<br />DOUBLE SERVICES TO PL
<br />210
<br />EA
<br />SINGLE SERVICES TO PL
<br />11
<br />EA
<br />LATERALS 431 EA -
<br />34.480
<br />FT
<br />PL TO BACK OF HOUSE
<br />80
<br />FT EA
<br />FORCE MAIN
<br />1,100
<br />0
<br />PUMP STATION
<br />1
<br />487
<br />Aband. of the Exist. Septic _
<br />1
<br />0.34%
<br />Roadway Restoration
<br />1
<br />0
<br />0
<br />0
<br />453
<br />SUBTOTAL
<br />630
<br />13.18
<br />ROCK EXCAVATION PREMIUM
<br />100%
<br />-
<br />SUBTOTAL
<br />-
<br />29
<br />CONTINGENCY
<br />20%
<br />29
<br />ENGINEERING FEES
<br />10%
<br />2
<br />TOTAL
<br />16
<br />8
<br />Project Number: 071415.03
<br />Date of Esitmate: 14 -Mar -05
<br />Estimate By. CJB
<br />SEWER DEPTH GREATER THAN
<br />12
<br />10
<br />8
<br />6
<br />0
<br />0
<br />0
<br />0
<br />0
<br />519
<br />0
<br />0
<br />0
<br />0
<br />505
<br />0
<br />0
<br />0
<br />0
<br />525
<br />0
<br />0
<br />0
<br />411
<br />480
<br />6.04
<br />2
<br />0.3
<br />16
<br />8
<br />0
<br />0
<br />0
<br />0
<br />12
<br />600
<br />5.66
<br />2
<br />0.34%
<br />8
<br />4
<br />0
<br />0
<br />0
<br />0
<br />0
<br />487
<br />5.66
<br />2
<br />0.34%
<br />16
<br />8
<br />0
<br />0
<br />0
<br />0
<br />0
<br />487
<br />9.54
<br />2
<br />0.34%
<br />16
<br />8
<br />0
<br />0
<br />0
<br />453
<br />630
<br />630
<br />13.18
<br />1
<br />0.34%
<br />-
<br />-
<br />-
<br />29
<br />29
<br />29
<br />29
<br />29
<br />5.63
<br />2
<br />0.34%
<br />16
<br />8
<br />0
<br />0
<br />0
<br />0
<br />0
<br />480
<br />5.67
<br />2
<br />0.34%
<br />16
<br />8
<br />0
<br />0
<br />0
<br />0
<br />0
<br />492
<br />5.67
<br />2
<br />0.34%
<br />7
<br />3
<br />1
<br />0
<br />0
<br />0
<br />0
<br />490
<br />8.30
<br />3
<br />0.34%
<br />-
<br />-
<br />-
<br />0
<br />0
<br />89
<br />480
<br />480
<br />8.31
<br />3
<br />0.34%
<br />-
<br />-
<br />-
<br />0
<br />0
<br />91
<br />679
<br />775
<br />6.09
<br />2
<br />0.34%
<br />16
<br />8
<br />0
<br />0
<br />0
<br />0
<br />27
<br />615
<br />8.13
<br />2
<br />0,34%
<br />10
<br />5
<br />0
<br />0
<br />0
<br />39
<br />600
<br />600
<br />6.04
<br />2
<br />0.34%
<br />14
<br />7
<br />0
<br />0
<br />0
<br />0
<br />12
<br />600
<br />5.79
<br />2
<br />0.34%
<br />15
<br />7
<br />1
<br />0
<br />0
<br />0
<br />0
<br />525
<br />13.08
<br />2
<br />0,34%
<br />10
<br />5
<br />0
<br />318
<br />600
<br />600
<br />600
<br />600
<br />5.84
<br />2
<br />0.34%
<br />15
<br />7
<br />1
<br />0
<br />0
<br />0
<br />0
<br />540
<br />5.67
<br />2
<br />0.34%
<br />16
<br />8
<br />0
<br />0
<br />0
<br />0
<br />0
<br />490
<br />5.79
<br />2
<br />0,34%
<br />15
<br />7
<br />1
<br />0
<br />0
<br />0
<br />0
<br />525
<br />6.65
<br />3
<br />0.34%
<br />14
<br />7
<br />0
<br />0
<br />0
<br />0
<br />192
<br />780
<br />8.79
<br />3
<br />0,34%
<br />-
<br />-
<br />-
<br />0
<br />0
<br />234
<br />480
<br />480
<br />11.04
<br />3
<br />0.34%
<br />-
<br />-
<br />-
<br />0
<br />306
<br />786
<br />786
<br />786
<br />5.96
<br />2
<br />0.34%
<br />14
<br />7
<br />0
<br />0
<br />0
<br />0
<br />0
<br />575
<br />5.96
<br />2
<br />0.34%
<br />17
<br />8
<br />1
<br />0
<br />0
<br />0
<br />0
<br />575
<br />5.96
<br />2
<br />0.34%
<br />16
<br />8
<br />0
<br />0
<br />0
<br />0
<br />0
<br />575
<br />8.20
<br />4
<br />0.34%
<br />37
<br />18
<br />1
<br />0
<br />0
<br />59
<br />647
<br />1,235
<br />8.20
<br />4
<br />0.34%
<br />33
<br />16
<br />1
<br />0
<br />0
<br />59
<br />647
<br />1,235
<br />8.37
<br />5
<br />0.34%
<br />22
<br />11
<br />0
<br />0
<br />0
<br />103
<br />664
<br />1,225
<br />5,74
<br />2
<br />0.34%
<br />13
<br />6
<br />1
<br />0
<br />0
<br />0
<br />0
<br />513
<br />6.11
<br />2
<br />0.34%
<br />9
<br />4
<br />1
<br />0
<br />0
<br />0
<br />32
<br />620
<br />13.25
<br />-
<br />0,34%
<br />-
<br />-
<br />-
<br />20
<br />20
<br />20
<br />20
<br />20
<br />4.68
<br />2
<br />0.34%
<br />4
<br />2
<br />0
<br />0
<br />0
<br />0
<br />0
<br />200
<br />4.58
<br />2
<br />0.34%.
<br />2
<br />1
<br />0
<br />0
<br />0
<br />0
<br />0
<br />170
<br />13.25
<br />82
<br />431
<br />210
<br />11
<br />MAX
<br />FORCE
<br />MAIN
<br />367
<br />955
<br />2,559
<br />6,946
<br />20,463
<br />6
<br />INCH
<br />18%
<br />4.7%
<br />12.5%
<br />33.9%
<br />100.0%
<br />3.8
<br />FPS
<br />367
<br />588
<br />1,604
<br />4,387
<br />13,517
<br />1B%
<br />2.9%
<br />7.8%
<br />21.4%
<br />661%
<br />PRICE
<br />$20
<br />$30
<br />$40
<br />$50
<br />$60
<br />$1,500
<br />$2,000
<br />$2,700
<br />$3.700
<br />$4,900
<br />$400
<br />$350
<br />$20
<br />$15
<br />$150,000
<br />$175,000
<br />$1,100,000
<br />PER SERVICE
<br />AMOUNT
<br />$270,338
<br />$131,608
<br />$64,155
<br />$29,412
<br />$22,024
<br />$81,248
<br />$35,159
<br />$17,353
<br />$8.722
<br />$7,207
<br />$84,000
<br />$3,850
<br />$689,600
<br />$16,500
<br />$150,000
<br />$175.000
<br />$1,100,000
<br />$2,886,175
<br />$2,886,175
<br />$5,772,351
<br />$1.154.470
<br />$577,235
<br />$7,500,000
<br />$17,401
<br />
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