6.2 Feas LakewoodAGENDA SECTION:
NO. 6
ITEM
ND. 2
Consent
CITY OF SALINA
RE(:~JEST FOR COMMISSION ACTION
2/8/82
ORIGINATING DEPARTMENT:
ENGINEERING
BY: Dean Boyer
TIME
4:00 P.M.
APPROVED FOR
AGENDA:
This request would allow the filing of the feasibility report
for Petition rio. 3828 - requesting street pavement; storm
sewers; watermain extensions; and sanitary sewers to serve a
portion of Lakewood Addition and the Replat of Lakewood
Addition.
Please accept the feasibility report as filed by the City
Engineer and direct the City Manager to proceed with the
preparation of final plans and specifications for these improve-
ments.
TOTAL PROJECT COST:
AMOUNT CHARGEABLE TO PROPERTY:
AMOUNT CHARGEABLE TO CITY:
$161,437.00
$161,437.00
$ o.oo
COMMISSION ACTION
MOTION BY
SECOND BY
PRELIMINARY ENGINEERING
AND
FEASIBILITY REPORT
PETITION NO. 3828
PROPOSED
STREET AND UTILITY IMPROVEMENT
The curbing, guttering, paving, grading, storm sewer,
sanitary sewer, water system and service line in the
Lakewood Addition and the Replat of Lakewood Addition
to the City of Salina, Kansas.
FILE NO. 82-1
JANUARY - 1982
Dean Boyer, City Engiheer
SCOPE OF WORK
The work includes the curbing, guttering, paving and grading of
CIRCLE DRIVE from Ohio Street to Elm Street and the Circle Drive
and Elm Street Intersection, and the storm sewer system to serve
the above described street improvement.
Sanitary sewer to serve Lots 1 through 7, Block l, and Lots 2, 3,
6 and 7, Block 2, Replat of Blocks 3, 4, 5, 6 and 8, Lakewood
Addition to the City of Salina, Kansas.
Water system to serve Lots 2 through 5, Block l, and Lots 1 through
4, and part of Lot 22, Block 2, Replat of Blocks 3, 4, 5, 6 and 8,
Lakewood Addition to the City of Salina, Kansas.
BENEFIT DISTRICT
All of Block 7, Lakewood Addition to the City of Salina, Kansas,
and all of Lots 1 through 7, Block 1, and all of Lots 1 through
4, and all of Lots 6 and 7, and part of Lot 22, Block 2, Replat
of Block 3, 4, 5, 6 and 8, Lakewood Addition to the City of Salina,
Kansas.
APPORTIONMENT OF COST
COST CHARGEABLE TO PRIVATE PROPERTY
100% of the total cost of the curbing, guttering, paving,
grading and any incidentals thereto to complete the street
improvement.
e
100% of the total cost of storm sewer pipe, inlets, man-
holes, headwall structure, trenching, grading, backfill
and any incidentals thereto to complete the drainage system.
100% of the total cost of waterpipe, valves, fitting,
trenching, backfill, service lines and any incidentals there-
to to complete the water system.
e
100% of the total cost of sanitary sewer pipe, manholes,
tees, trenching, backfill and any incidentals thereto to
complete the sewer.
COST CHARGEABLE TO THE CITY OF SALINA, KANSAS
None.
ADOPTION OF ASSESSMENT
The assessment 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
in ten (10) equal annual installments.
The method of assessment shall be based on the adjusted front
footage of each lot of land and without regard to buildings or
improvements of the land.
DISTRIBUTION OF COST
FRONT COST PER COST TO
FOOTAGE FRONT FOOT PROPERTY
STREET IMPROVEMENT 1615
DRAINAGE SYSTEM 2007
WATER SYSTEM 1243
SEWER SYSTEM 1246
TOTAL:
$51.06 $ 82,455.00
16.30 32,717.50
21.63 26,881.25
15.56 19,383.25
$161,437.00
PRELIMINARY ESTIMATE
PETITION N0.3828
REPLAT OF LAKEWOOD ADDITION
1. COMMON EXCAVATION 2,000 C.Y.
2. ASPHALTIC PAVEMENT, 8" 3,600 S.Y.
3. CONCRETE CURB AND GUTTER 1,950 L.F.
4. STORM INLET (A5-2") 1 EA.
5. STORM INLET (A5-3") 2 EA.
6. STORM SEWER, 24" 100 L.F.
7. STORM SEWER, 30" 400 L.F.
8. HEADWALL STRUCTURE 1L.S.
9. STORM SEWER MH 2 EA.
10. C.I. PIPELINE, 6" 1,250 L.F.
11. C.I. FITTINGS 0.7 TONS
12. FIRE HYDRANT ASSEMBLY 3 EA.
13. GATE VALVE, 6" 4 EA.
14. GATE VALVE, 8" 1 EA.
15. WATER SERVICE, 1" 8 EA.
16. CLAY PIPELINE, 8" 1,040 L.F.
17. CLAY TEES, 4"x8" 11 EA.
18. SANITARY SEWER MH 4 EA.
19. EXTRA MH DEPTH 20 L.F.
20. T & B (8'-10') 300 L.F.
21. T & B (10'-12') 400 L.F.
22. T & B (12'-14') 340 L.F.
23. SPECIAL TRENCH COMPACTION 1,450 L.F.
24. REMOVE ASPHALT SURFACING 400 S.Y.
25. REMOVE & REPLACE CONCRETE PAVEMENT 20 S.Y.
26. WATER 1 L.S.
TOTAL CONSTRUCTION COSTS
15% ENGINEERING & CONTINGENCIES
TOTAL PROJECT COST
2.50 $ 5,000.00
14.50 52,200.00
6.00 11,700.00
1,600.00 1,600.00
2,000.00 4,000.00
20.00 2,000.00
35.00 14,000.00
2,000.00 2,000.00
1,800.00 3,600.00-
9.50 11,875.00
2,500.00 1,750.00
1,200.00 3,600.00
400.00 1,600.00
600.00 600.00
300.00 2,400.00
7.00 7,280.00
40.00 440.00
900.00 3,600.00
50.00 1,000.00
3.00 900.00
3.50 1,400.00
4.00 1,360.00
2.50 3,625.00
5.00 2,000.00
40.00 800.00
50.00 50.00
$140,380. O0
21,057.00
$161,437.00
DEAN BOYER, CITY
SUBSCRIBED AND SWORN TO BEFORE ME THIS
DAY OF , 19
D.L. HARRISON, CITY CLERK
PRELIMINARY ESTIMATE
PETITION NO. 3828
REPLAT OF LAKEWOOD ADDITION
CHARGEABLE TO PROPERTY
1. COMMON EXCAVATION
2. ASPHALTIC PAVEMENT, 8"
3. CONCRETE CURB AND GUTTER
4. STORM INLET (A5-2")
5. STORM INLET (A5-3")
6. STORM SEWER, 24"
7. STORM SEWER, 30"
8. HEADWALL STRUCTURE
9. STORM SEWER MH
10. C.I. PIPELINE, 6"
11. C.I. FITTINGS
12. FIRE HYDRANT ASSEMBLY
13. GATE VALVE, 6"
14. GATE VALVE, 8"
15. WATER SERVICE, 1"
16. CLAY PIPELINE, 8"
17. CLAY TEES, 4"x8"
18. SANITARY SEWER MH
19. EXTRA MH DEPTH
20. T & B (8'-10')
21. T & B (10'-12')
22. I & B (12'-14')
23. SPECIAL TRENCH COMPACTION
24. REMOVE ASPHALT SURFACING
25. REMOVE & REPLACE CONCRETE PAVEMENT
26. WATER
2,000 C.Y.
3,600 S.Y.
1,950 L.F.
1 EA.
2 EA.
100 L.F.
400 L.F.
1 L.S.
2 EA.
1,250 L.F.
0.7 TONS
3 EA.
4 EA.
1 EA.
8 EA.
1,040 L.F.
11 EA.
4 EA.
20 L.F.
300 L.F.
400 L.F.
340 L.F.
1,450 L.F.
400 S.Y.
20 S.Y.
1 L.S.
2.50 $ 5,000.00
14.50 52,200.00
6.00 ll,700.O0
1,600.00 1,600.00
2,000.00 4,000.00
20.00 2,000.00
35.00 14,000.00
2,000.00 2,000.00
1,800.00 3,600.00
9.50 11,875.00
2,500.00 1,750.00
1,200.00 3,600.00
400.00 1,600.00
600.00 600.00
300.00 2,400.00
7.00 7,280.00
40.00 440.00
900.00 3,600.00
50.00 1,000.00
3.00 900.00
3.50 1,400.00
4.00 1,360.00
2.50 3,625.00
5.00 2,000.00
40.00 800.00
50.0O 5O.O0
TOTAL CONSTRUCTION COSTS
15% ENGINEERING & CONTINGENCIES
$140,380.00
21,057.00
TOTAL PROJECT COST
$161,437.00
CHARGEABLE TO CITY
NONE
DEAN BOYER, CITY
SUBSCRIBED AND SWORN TO BEFORE ME THIS
DAY OF , 19
D.L. HARRISON, CITY CLERK
PRELIMINARY ESTIMATE
PETITION NO. 3828
REPLAT OF LAKEWOOD ADDITION
STREET IMPROVEMENT
CHARGEABLE TO PROPERTY
1. COMMON EXCAVATION
2. ASPHALTIC PAVEMENT, 8"
3. CONCRETE CURB AND GUTTER
24. REMOVE ASPHALT SURFACING
25. REMOVE & REPLACE CONCRETE PAVEMENT
2,000 C.Y. @
3,600 S.Y. @
1,950 L.F. @
400 S.Y.
20 S.Y. @
TOTAL CONSTRUCTION COSTS (STREET IMPROVEMENT)
15% ENGINEERING & CONTINGENCIES
TOTAL PROJECT COST (STREET IMPROVEMENT)
$ 2.5o $
14.50
6.00
5.00
40.00
5,000.00
52,200.00
11,700.00
2,000.00
800.00
71,700.00
10,755.00
82,455.00
DEAN BOYER, CITY ENGI~qEER
SUBSCRIBED AND SWORN TO BEFORE ME THIS
DAY OF
, 19
D.L. HARRISON, CITY CLERK
PRELIMINARY ESTIMATE
PETITION NO. 3828
REPLAT OF LAKEWOOD ADDITION
DRAINAGE SYSTEM
CHARGEABLE TO PROPERTY
4. STORM INLET (A5-2")
5. STORM INLET (A5-3")
6. STORM SEWER, 24"
7. STORM SEWER, 30"
8. HEADWALL STRUCTURE
9. STORM SEWER MH
23. SPECIAL TRENCH COMPACTION
1 EA.
2 EA.
lO0 L.F.
400 L.F.
1L.S.
2 EA.
500 L.F.
TOTAL CONSTRUCTION COSTS (DRAINAGE SYSTEM
15% ENGINEERING & CONTINGENCIES
TOTAL PROJECT COST (DRAINAGE SYSTEM)
@ $ 1,600.00 $ 1,600.00
@ 2,000.00 4,000.00
@ 20.00 2,000.00
@ 35.00 14,000.00
@ 2,000.00 2,000.00
@ 1,800.00 3,600.00
@ 2.50 1,250.00
$28,450.O0
4,267.50
$32,717.50
SUBSCRIBED AND SWORN TO BEFORE ME THIS
DEAN BOYER, CITY ENGI~qEER
DAY OF
, 19
D.L. HARRISON, CITY CLERK
PRELIMINARY ESTIMATE
PETITION NO. 3828
REPLAT OF LAKEWOOD ADDITION
WATER SYSTEM
CHARGEABLE TO PROPERTY
10. C.I. PIPELINE, 6"
ll. C.I. FITTINGS
12. FIRE HYDRANT ASSEMBLY
13. GATE VALVE, 6"
14. GATE VALVE, 8"
15. WATER SERVICE, 1"
23. SPECIAL TRENCH COMPACTION
26. WATER
1,250 L.F.
O. 7 TONS
3 EA.
4 EA.
1 EA.
8 EA.
600 L.F.
1 L.S.
TOTAL CONSTRUCTION COSTS (WATER SYSTEM)
15% ENGINEERING & CONTINGENCIES
TOTAL PROJECT COST (WATER SYSTEM)
@ $ 9.50 $ 11,875.00
@ 2,500.00 1,750.00
@ 1,200.00 3,600.00
@ 400.00 1,600.00
@ 600.00 600.00
@ 300.00 2,400.00
@ 2.50 1,500.00
@ 50.00 50.00
$ 23,375.00
3,506.25
$ 26,881.25
DEAN BOYER, CITY 'ENG~N~
SUBSCRIBED AND SWORN TO BEFORE ME THIS
DAY OF
,19
D.L. HARRISON, CITY CLERK
PRELIMINARY ESTIMATE
PETITION N0.3828
REPLAT OF LAKEWOOD ADDITION
SANITARY SEWER SYSTEM
CHARGEABLE TO PROPERTY
16. CLAY PIPELINE, 8" 1,040 L.F. @ $
17. CLAY TEES, 4"x8" ll EA. @
18. SANITARY SEWER MH 4 EA. @
19. EXTRA MH DEPTH 20 L.F. @
20. T & B (8'-10') 300 L.F. @
21. T & B (10'-12') 400 L.F. @
22. T & B (12'-14') 340 L.F. @
23. SPECIAL TRENCH COMPACTION 350 L.F. @
TOTAL CONSTRUCTION COSTS (SANITARY SEWER SYSTEM)
15% ENGINEERING & CONTINGENCIES
TOTAL PROJECT COST (SANITARY SEWER SYSTEM)
7.00 $ 7,280.00
40.00 440.00
900.00 3,600.00
50.00 1,O00.O0
3.00 900.00
3.50 1,400.00
4.00 1,360.00
2.50 875.00
$ 16,855.00
2,528.25
$ 19,383.25
DEAN BOYER, CITY EN~INEER
SUBSCRIBED AND SWORN TO BEFORE ME THIS
DAY OF
, 19
D.L. HARRISON, CITY CLERK
L~o,u~ ~~--,~-,T I -
LAKEWO00