8.5 Feas Austin CITY OF SALINA
REQUEST FOR COMMISSION ACTION DATE TIME
07/06/92 q:00 P.H.
AGENDA SECTION: Administration ORIGINATING DEPARTMENT: APPROVED FOR
AGENDA:
NO. 8 Engineering
TEM
NO. 5
Item
Report on validity of petition and submittal of engineering feasibility
report for Petition No. 4041 filed by Mr. Darvin Dent requesting certain
street and utility improvements in Austin Subdivision.
Background
It is prescribed by Kansas State statutes that the City Commission
consider a petition for street and utility improvements and establish
sufficiency on the basis that any one of the following three conditions
are met:
1. The petition is signed by a majority of the resident owners of
record of property liable for assessment under the proposal.
2. The petition is signed by the resident owners of record of more
than one half of the area liable for assessment under the
proposal.
3. The petition is signed by the owners of record, whether resident
or not, of more than one half of the area liable to be assessed
under the proposal.
In this case, the petition signatures represent 100% of the resident
owners and 100% of the area liable for assessments. Therefore, the
petition meets all of the above conditions establishing sufficiency. The
Saline County Treasurer has certified that there are not delinquent taxes
or special assessments on any property within the benefit district owned
by the petitioners.
The engineering feasibility report for these public improvements is
attached for your review. The property owners within the benefit district
shall be assessed for 100% of the project costs which are estimated to be
$144,773.50. Each of the thirty-five (35) lots in the benefit district
will pay their share on the basis of adjusted front footage. The project
will be initially financed 80% by the City and 20% by the property owners,
with the 80% to be repaid by the property owners over a 10 year period.
COMMISSION ACTION
MOTION BY SECOND BY
TO:
CITY OF SALINA
REQUEST FOR COMMISSION ACTION DATE TIME
07/06/92 4:00 P.M.
AGENDA SECTION: ORIGINATING DEPARTltlENT: APPROVED FOR
NO. AGENDA:
ITEM
NO.
BY: Sha~ O'Lear¥ BY:
Recommendation
It is recommended that the City Commission approve the engineering
feasibility report for street and utility improvements in Austin
Subdivision and adopt the resolution determining the advisability of the
project.
COMMISSION ACTION
MOTION BY SECOND BY
TO:
PRELIMINARY ENGINEERING ESTIMATE
AND
FEASIBILITY REPORT
PETITION NO.
PROPOSED
STREET AND UTILITY IMPROVEMENTS
AUSTIN SUBDIVISION
TO THE CITY OF SALINA, KANSAS
FILE NO. 92-3 JUNE-1992
DON HOFF, DIRECTOR OF ENGINEERING & UTILITIES
SCOPE OF WORK
The curbing, guttering, grading and paving of Austin Circle from Cloud Street
north to north of Claflin Avenue to serve Lots 1 through 8, Block 1; Lots 1, 3,
5, 7, 9, 11, 13, 15, Block 2; Lots 18 and 19, Block 4; and Lots 1 and 3, Block 5,
Austin Subdivision.
The installation of a sanitary sewer main to serve Lots 1 thru 8, Block 1; Lots
1, 3, 5, 7, 9, 11, 13, 15, Block 2; Lots 17, 18 and 19, Block 4; and Lots 1 and
3, Block 5, Austin Subdivision.
The installation of a water main to serve Lots 1 thru 8, Block 1; Lots 1, 3, 5,
7, 9, 11, 13, 15, Block 2; Lots 8 thru 19, Block 4; Lots 1, 3, 5, 7, 9, 11, 12,
Block 5, Austin Subdivision.
BENEFIT DISTRICT
Lots 1 thru 8, Block 1; Lots 1, 3, 5, 7, 9, 11, 13, 15, Block 2; Lots 8 thru 19,
Block 4; Lots 1, 3, 5, 7, 9, 11, 12, Block 5, all in Austin Subdivision to the
City of Salina, Kansas.
ADOPTION OF ASSESSMENT
The assesment with accrued interest to be levied as a special assessment tax upon
the property included within the benefit district concurrent with the general
property tax and shall be payable in ten (10) equal annual installments.
The method of assessment is that 100% of the total cost assessed against the
property shall be based upon the adjusted front footage of each lot in the
benefit district.
APPORTIONMENT OF COST
COST CHARGEABLE TO PRIVATE PROPERTY:
1. 100% of the total cost of street improvements, including grading, pavement,
curb and gutters, etc.
2. 100% of the total cost of water mains, fittings, hydrants, water services,
valves, and any incidentals thereto to complete the water system.
3. 100% of the total cost of sanitary sewer pipeline, manholes, service
connections and any incidentals thereto to complete the sanitary sewer
system.
COST CHARGEABLE TO CITY:
1. None
DISTRIBUTION OF COST
AUSTIN SUBDIVISION
TO THE CITY OF SALINA, KANSAS
PETITION NO.
COST COST COST TOTAL
CHARGEABLE PER CHARGEABLE TO CHARGEABLE COST
ADJ.FRONT FOOT BENEFIT DIST. TO CITY
IMPROVEMENTS
STREET $36.95 $ 55,717.50 $0.00 $ 55,718.50
WATER
SYSTEM 21.67 57,902.50 0.00 57,902.50
SANITARY SEWER
SYSTEM 19.74 31,153.50 0.00 31,153.50
TOTAL: $78.36 $144,773.50 0.00 $144,773.50
PETITION NO.
PRELIMINARY ESTIMATE OF AUSTIN SUBDIVISION
TOTAL PROJECT COSTS (Including Streets, Water, Sanitary Sewer)
1. COMMON EXCAVATION 750 C.Y. @ $ 12.50 = $ 9,375.00
2. ASPHALTIC PAVEMENT, 8" 1,300 S.Y. @ 15.00 = 19,500.00
3. CONCRETE PAVEMENT, 6" 190 S.Y. @ 25.00 = 4,750.00
4. CONCRETE CURB & GUTTER 1,590 L.F. @ 7.50 = 11,925.00
5. 21" x 15" RCAP 60 L.F. @ 30.00 = 1,800.00
6. 21" x 15" RCAP END SECTION 2 EA. @ 300.00 = 600.00
7. C. I. PIPELINE, 6" 2,050 L.F. @ 15.00 = 30,750.00
8. C. I. FITTINGS 0.50 TON @ 3,000.00 = 1,500.00
9. FIRE HYDRANT 5 EA. @ 1,700.00 = 8,500.00
10. 6" x 6" TAPPING VALVE & SLEEVE 1 EA. @ 1,400.00 = 1,400.00
11. GATE VALVE, 6" 5 EA. @ 400.00 = 2,000.00
12. WATER SERVICE, 1-1/2" 11 EA. @ 400.00 = 4,400.00
13. CLAY PIPELINE, 8" 960 L.F. @ 16.00 = 15,360.00
14. CLAY PIPELINE, 4" 420 L.F. @ 8.00 = 3,360.00
15. STANDARD MANHOLE (TYPE I) 3 EA. @ 1,100.00 = 3,300.00
16. CLAY TEES, 8" x 4" 21 EA. @ 100.00 = 2,100.00
17. SPECIAL TRENCH COMPACTION 580 L.F. @ 6.50 = 3,770.00
18. WATER 1 L.S. @ 1,500.00 = 1,500.00
SUB TOTAL: $125,890.00
15% ENGINEERING & CONTINGENCY: 18,883.50
TOTAL: $144,773.50
PETITION NO.
PRELIMINARY ESTIMATE OF
AUSTIN SUBDIVISION
PROJECT COSTS (Street Improvements only)
1. COMMON EXCAVATION 750 C.Y. @ $ 12.50 = $ 9,375.00
2. ASPHALTIC PAVEMENT, 8" 1,300 S.Y. @ 15.00 = 19,500.00
3. CONCRETE PAVEMENT, 6" 190 S.Y. @ 25.00 = 4,750.00
4. CONCRETE CURB & GUTTER 1,590 L.F. @ 7.50 = 11,925.00
5. 21" x 15" RCAP 60 L.F. @ 30.00 = 1,800.00
6. 21" x 15" RCAP END SECTION 2 EA. @ 300.00 = 600.00
18. WATER 1 L.S. @ 500.00 = 500.00
SUB TOTAL: $48,450.00
15% ENGINEERING & CONTINGENCY: 7,267.50
TOTAL: $55,717.50
PETITION NO.
AUSTIN SUBDIVISION
PRELIMINARY ESTIMATE OF
PROJECT COSTS (Water System only)
7. C. I. PIPELINE, 6" 2,050 L.F. @ $ 15.00 = $30,750.00
8. C. I. FITTINGS 0.50 TON @ 3,000.00 = 1,500.00
9. FIRE HYDRANT 5 EA. @ 1,700.00 = 8,500.00
10. 6" x 6" TAPPING VALVE, SLEEVE & BOX 1 EA. @ 1,400.00 = 1,400.00
11. GATE VALVE, 6" 5 EA. @ 400.00 = 2,000.00
12. WATER SERVICE, 1-1/2" 11 EA. @ 400.00 = 4,400.00
17. SPECIAL TRENCH COMPACTION 200 L.F. @ 6.50 = 1,300.00
18. WATER 1 L.S. @ 500.00 = 500.00
SUB TOTAL: $50,350.00
15% ENGINEERING + CONTINGENCY: 7,552.50
TOTAL: $57,902.50
PRELIMINARY ESTIMATE OF
PROJECT COSTS (Sanitary Sewer only)
13. CLAY PIPELINE, 8" 960 L.F. @ $ 16.00 = $15,360.00
14. CLAY PIPELINE, 4" 420 L.F. @ 8.00 = 3,360.00
15. STANDARD MANHOLE (TYPE I) 3 EA. @ 1,100.00 = 3,300.00
16. CLAY TEES, 8" x 4" 21 EA. @ 100.00 = 2,100.00
17. SPECIAL TRENCH COMPACTION 380 L.F. @ 6.50 = 2,470.00
18. WATER 1 L.S. @ 500.00 = 500.00
SUB TOTAL: $27,090.00
15% ENGINEERING & CONTINGENCY: 4,063.50
TOTAL: $31,153.50
DISTRIBUTION OF COST
AUSTIN SUBDIVISION
TO THE CITY OF SALINA, KANSAS
PROPERTY FRONT ST.SYSTEM SANITARY WATER TOTAL
DESCRIPTION FOOTAGE AUSTIN CR. SEWER SYS. SYSTEM COST
Block 1
Lot i 80.0 $ 2.955.95 $1,579.45 $ 1,733.87 $ 6,269.27
Lot 2 75.0 2.771.21 1,480.74 1,625.51 5,877.46
Lot 3 75.0 2.771.21 1,480.74 1,625.51 5,877.46
Lot 4 75.0 2.771.21 1,480.74 1,625.51 5,877.46
Lot 5 75.0 2.771.21 1,480.74 1,625.51 5,877.46
Lot 6 75.0 2.771.21 1,480.74 1,625.51 5,877.46
Lot 7 73.97 2.733.14 1,460.39 1,603.18 5,796.71
Lot 8 80.0 2.955.95 1,579.45 1,733.87 6,269.27
Block 2
Lot 1 80.0 2,955.95 1,579.45 1,733.87 6,269.27
Lot 3 75.0 2,771.21 1,480.74 1,625.51 5,877.46
Lot 5 75.0 2,771.21 1,480.74 1,625.51 5,877.46
Lot 7 75.0 2,771.21 1,480.74 1,625.51 5,877.46
Lot 9 75.0 2,771.21 1,480.74 1,625.51 5,877.46
Lot 11 75.0 2,771.21 1,480.74 1,625.51 5,877.46
Lot 13 73.97 2,733.13 1,460.38 1,603.18 5,796.69
Lot 15 80.0 2,955.95 1,579.45 1,733.87 6,269.27
Block 4
Lot 8 93.56 0.00 0.00 2,027.77 2,027.77
Lot 9 80.32 0.00 0.00 1,740.81 1,740.81
Lot 10 80.0 0.00 0.00 1,733.87 1,733.87
Lot 11 78.86 0.00 0.00 1,709.17 1,709.17
Lot 12 89.0 0.00 0.00 1,928.93 1,928.93
Lot 13 89.0 0.00 0.00 1,928.93 1,928.93
Lot 14 72.91 0.00 0.00 1,580.21 1,580.21
Lot 15 70.0 0.00 0.00 1,517.14 1,517.14
Lot 16 70.0 0.00 0.00 1,517.14 1,517.14
Lot 17 70.0 0.00 1,382.02 1,517.14 2,899.16
Lot 18 70.0 2,586.46 1,382.02 1,517.14 5,485.62
Lot 19 70.0 2,586.46 1,382.02 1,517.14 5,485.62
Block 5
Lot i 80.0 2,955.95 1,579.45 1,733.87 6,269.27
Lot 3 70.0 2,586.46 1,382.02 1,517.14 5,485.62
Lot 5 70.0 0.00 0.00 1,517.14 1,517.14
Lot 7 70.0 0.00 0.00 1,517.14 1,517.14
Lot 9 70.0 0.00 0.00 1,517.14 1,517.14
Lot 11 80.0 0.00 0.00 1,733.87 1,733.87
Lot 12 80.0 0.00 0.00 1,733.87 1,733.87
TOTAL: $55,717.50 $31,153.50 $57,902.50 $144,773.50
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