Street/Water Main/Sewer Improvements •
' PRELIMINARY ENGINEERING ESTIMATE •
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FEASIBILITY REPORT
PETITION NO. 3239
PROPOSED STREET IMPROVEMENTS,
WATER MAINS, AND SANITARY SEWERS
BONNIE RIDGE ADDITION
FILE NO. 72-1 MAY 1972
SALINA KANSAS
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CITY ENGINEER
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SCOPE OF WORK
PETITION NO. 3239 requesting the concrete paving , curbing, water
mains , and sanitary sewers for Linda Lane from Neal Avenue to the
south edge of Bonnie Ridge Addition, and for Scott Avenue from
Linda Lane to Patty Drive.
BENEFIT DISTRICT: Lots 1 through 18, Block 1 ; Lots 1 through 8,
and Lots 21 through 35, Block 5; Lots 14 through 25, Block 6;
Lot 1 , and Lots 12 through 16, Block 10; all in the Replat of
Bonnie Ridge Addition. •
' Also Lots 1 through 20, Replat of Replat of Part of Bonnie
Ridge Addition.
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RESOLUTION NUMBER 3113
(Published in The Salina Journal , 1971 )
A RESOLUTION DETERMINING THE POLICY OF THE BOARD OF COMMISSIONERS
OF THE CITY OF SALINA, KANSAS, IN REGARDS TO THE INSTALLATION OF GENERAL
IMPROVEMENTS IN UNDEVELOPED PROPERTY WITHIN THE CITY, AMENDING RESOLUTION
NUMBER 3064 AND REPEALING THE ORIGINAL RESOLUTION.
BE IT RESOLVED by the Governing Body of the City of Salina, Kansas:
Section 1 . That it is hereby determined to be the policy of the
Board of Commissioners of the City of Salina, Kansas:
(A) . That the petitioner or petitioners requesting the
installation of any street, water lines, storm or sanitary
sewers, sidewalks, or any other general improvements mentioned
in K. S. A. 12.6a02, which confer a special benefit upon
unimproved or undeveloped property located within a specified
area within the City shall be required to pay a minimum of
• fifty (50) percent of the cost of the improvements which will
be assessed against their property, in cash, to the City Clerk,
prior to the awarding of any contract for such improvements;
fprovided however, that in lieu of the cash deposit above
Live
provided for the petitioner or petitioners may file with the
City Clerk an indemnity bond or agreement executed by one or
more sureties acceptable to the City of Salina, which bond
or agreement shall agree to indemnify or hold harmless the
City of Salina from any loss resulting from special
assessments levied against their property.
(B) That the remaining cost of the improvements to be
paid by special assessment upon the property benefitted
and that portion payable by the city at large may be
financed by general obligation bonds of the City which
(-1 shall be payable in no more than ten ( 10) annual installments.
Section 2, For the purpose of this resolution property shall be
considered improved or developed if fifty (50) percent or more of the
property within the benefit district has improvements located thereon which
r- are assessed by the County Clerk of Saline County for taxation purposes.
Section 3. That this resolution shall not apply to sidewalks
requested pursuant to K. S. A. 12-1803 or for sewer or water lines if the
City Commission determines the installation of the same are necessary for
the health and general welfare of the area.
Section 4. Resolution Number 3064 of the City of Salina, Kansas,
is hereby repealed.
Section 5. This resolution shall be in full force and effect
from and after its adoption and publication in the official city newspaper.
Adopted by the Board of Commissioners and signed by the Mayor
this 6th day of December, 1971 .
Robert C, Caldwell , Mayor
(SEAL)
Attest:
KT;�Jfx�L2vitn-�
D. L. Harrison, City Clerk
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RESOLUTION NUMBER 3119
(Published in The Salina Journal , 1972)
A RESOLUTION DETERMINING THE POLICY OF THE BOARD OF COMMISSIONERS OF
THE CITY OF SALINA, KANSAS, IN REGARDS TO INSTALLATION OF GENERAL IMPROVEMENTS
IN UNDEVELOPED PROPERTY WITHIN THE CITY, SPECIFYING THE TIME FOR PAYMENT OF
SAID IMPROVEMENTS, AMENDING SECTION 1 (a) OF RESOLUTION NUMBER 3113 AND
REPEALING EXISTING SECTION 1 (a) THEREOF.
BE IT RESOLVED by the Governing Body of the City of Salina, Kansas:
Section 1 . That Section 1 (a) of Resolution Number 3113 adopted
by the Board of Commissioners on the 6th day of December, 1971 , be amended to
read as follows:
"(a) . That the petitioner or petitioners requesting the
installation of streets, sidewalks, water lines, storm or
sanitary sewers or any other general improvements mentioned
in K.S.A. 12-6a02, which confer a special benefit upon
unimproved or undeveloped property located within a specified
area within the city shall be required to pay a minimum of
fifty (50) percent:of. the,cost..of,.the_.improvements•,which,wi.l,l_
• be assessed against their property, in cash, to the City
Clerk, within five (5) days after the end of the protest
period mentioned in K.S.A. 12-6a06 or within fifteen ( 15)
days after approval of petition filed in accordance with
K.S.A. 1970 Supplement 12-6a04 ( f) ; Provided, however,
that in lieu of the cash deposit above provided for the
petitioner or petitioners may file with the City Clerk
within the same period of time an indemnity bond or
agreement executed by one or more sureties acceptable to
jthe City of Salina, which bond or agreement shall agree to
indemnify or hold harmless the City of Salina from any loss
resulting from the special assessments levied against their 1
property as a result of said improvements."
Section 2. That Section 1 (a) of Resolution Number 3113 of the
City of Salina, Kansas, is hereby repealed.
Section 3. This Resolution shall be in full force and effect
from and after its adoption and publication in the official city newspaper..
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Adopted by the Board of Commissioners and signed by the Mayor
This 28th day of February, 1972.
Robert C. Caldwell , Mayor
(SEAL)
--;
Aitesi :
/
C. L. Harrison, City Clerk
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APPORTIONMENT OF COST
COST CHARGEABLE TO PRIVATE PROPERTY
1 . 100% of the total cost of excavation, compacted fill , concrete
curb and gutter, pavement and any incidentals thereto of the
paving of streets , except Item No. 1 listed below.
2. 100% of the total cost of water main, valves , fittings , service
lines , trenching , backfill and special trench compaction, except
Item No. 2 listed below.
3. 100% of the total cost of 6 inch and 8 inch sanitary sewer pipe,
manholes , wyes, trenching, backfill , and special trench compaction.
COST CHARGEABLE TO CITY AT LARGE
1 . 100% of the total cost of curb , gutter, paving and grading within
the limits of the street intersection.
2. 100% of the total cost of fire hydrants .
3. 100% of the total cost of valley gutters (7-1/2" reinforced
concrete).
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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 payable in ten
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
improvement of the land.
CHARGEABLE CHARGEABLE TOTAL
TO PROPERTY TO CITY
Bonnie Ridge Addition $170,018.75 $6,591 .75 $176,610.50
(Water, Sewer, and Paving)
TOTAL: $170,018.75 $6,591 .75 $176 ,610.50
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PRELIMINARY COST ESTIMATE j
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CHARGEABLE TO PROPERTY:
1 . COMMON EXCAVATION 600 C.Y. @ $ 1 .10 $ 660.00
2. BORROW MATERIAL 3,500 C.Y. @ 5.00 17,500.00
3. REINF. CONCRETE PAVEMENT, 6" 10,095 S.Y. @ 5.50 55,522.50
4. CONCRETE MONOLITHIC CURB 5,290 L.F. @ 1 .00 5,290.00
5. WATER MAIN, 6" C. I.P. 3,100 L.F. @ 4.50 13,950.00
6. GATE VALVES, 6" 4 EA. @ 225.00 900.00
7. C. I . FITTINGS 0.80 TONS @ 1 ,200.00 960.00
8. COPPER SERVICE LINES, 1" 1 ,200 L. F. @ 4.00 4,800.00
9. CORPORATION STOPS, 1 " 55 EA. @ 12.00 660.00
10. CURB VALVE & BOX, 1 " 55 EA. @ 80.00 4,400.00
11 . SANITARY SEWER, 8" 3,260 L. F. @ 3.00 9,780.00
12. SANITARY SEWER, 6" 2,100 L. F. @ 2.50 5,250.00
13. WY ES, 6"X8" 70 EA. ' @ 16.00 1 ,120.00 '
14. SANITARY SEWER MANHOLES 11 EA. @ 250.00 2,750.00
15. EXTRA MANHOLE DEPTH 30 L.F. @ 35.00 1 ,050.00
16. TRENCH & BACKFILL (0'-6' ) 1 ,030 L.F. @ 1 .00 1 ,030.00 -
-- 17. TRENCH & BACKFILL (6'-8' ) 730 L.F. @ 1 .50 1 ,095.00
_18. .TRENCH .& .BACKFILL .(8'-10' ) .620 L. F. @ ' 2.00 1 ,240.00
19. TRENCH & BACKFILL (10'-12' ) 500 .L.F. @ 2.50 1 ,250.00
20. TRENCH & BACKFILL (12'-14' ) 120 L.F. @ 3.00 360.00
21 . TRENCH & BACKFILL (14'-16' ) 260 L.F. @ 3.25 845.00
22. SPECIAL TRENCH COMPACTION 9,660 L. F. @ 2.50 24,150.00
SUB TOTAL: $154,562.50
10% ENGINEERING & CONTINGENCIES 15,456.25
TOTAL COST CHARGEABLE TO PROPERTY: $170,018.75
DEAN BOYER, CITY ENGINEER
SUBSCRIBED AND SWORN TO BEFORE ME THIS /9 DAY OF -7,1-1 c y 1971_ .
D. L. HARRISON, CITY CLERK
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PRELIMINARY COST ESTIMATE
CHARGEABLE TO CITY:
1 . COMMON EXCAVATION 50 C.Y. @ $ 1 . 10 $ 55.00
3. REINFORCED CONCRETE PAVEMENT, 6" 125 S.Y. @ 5. 50 687.50
4. CONCRETE MONOLITHIC CURB 150 L.F. @ 1 .00 150.00
23. FIRE HYDRANTS 6 EA. @ 650.00 3,900.00
24. REINFORCED CONCRETE PAVEMENT, 71/2 11150 C.Y. @ 8.00 1 ,200.00
SUB TOTAL: $ 5,992.50
10% ENGINEERING & CONTINGENCIES 599.25
TOTAL CHARGEABLE TO CITY: $ 6,591 .75
TOTAL COST OF PROJECT: $176,610.50
DEAN BOYER, CITY ENGINEER
SUBSCRIBED AND SWORN TO BEFORE ME THIS P./ DAY OF "cur , 1972.
D. L. HARRISON, CITY CLERK
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PRELIMINARY COST ESTIMATE
Installation of water main in area described in the Benefit
District for Petition No. 3239.
CHARGEABLE TO PROPERTY:
5. WATER MAIN, 6" C. I.P. 3,100 L.F. @ $ 4.50 $13,950.00
6. GATE VALVES, 6" 4 EA. @ 225.00 900.00
7. C. I. FITTINGS 0.80 TONS @ 1 ,200.00 960.00
8. COPPER SERVICE LINES, 1" 1 ,200 L.F. @ . 4.00 4,800.00
9. CORPORATION STOPS, 1" 55 EA. @ 12.00 660.00
10. CURB VALVE & BOX, 1" 55 EA. @ 80.00 4,400.00
22. SPECIAL TRENCH COMPACTION 4,300 L.F. @ 2.50 10,750.00
SUB TOTAL: $36,420.00
10% ENGINEERING & CONTINGENCIES 3,642.00
T,OTAL.,COST .CHARGEABLE .TO .PRORERT.Y: $40,062.00
CHARGEABLE TO CITY:
23. FIRE HYDRANTS 6 EA. @ $ . .650.00 $ 3,900.00
SUB TOTAL: $ 3,900.00
10% ENGINEERING a CONTINGENCIES 390.00
TOTAL COST CHARGEABLE TO CITY: $ 4,290.00
TOTAL COST: $44,352.00
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PRELIMINARY COST ESTIMATE
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Installation of sanitary sewers in the area described in the
Benefit District for Petition No. 3239.
CHARGEABLE TO PROPERTY:
11 . SANITARY SEWER, 8" , 3,260 L.F. @ $ 3.00 $ 9 ,780.00
12. SANITARY SEWER, 6" 2,100 L.F. @ 2.50 5,250.00
13. WYES, 6"X8" 70 EA. @ 16.00 1 ,120.00
14. SANITARY SEWER MANHOLES 11 EA. @ 250.00 2,750.00
15. EXTRA MANHOLE DEPTH 30 L.F. @ 35.00 1 ,050.00
16. TRENCH & BACKFILL (0'-6' ) 1 ,030 L.F. @ 1 .00 1 ,030.00
17. TRENCH & BACKFILL (6'-8' ) 730 L.F. @ 1 .50 1 ,095.00
18. TRENCH & BACKFILL (8'-10' ) 620 L.F. @ 2.00 1 ,240.00
19. TRENCH & BACKFILL (10'-12' ) 500 L.F. @ 2.50 " 1 ,250.00
20. TRENCH & BACKFILL (12'-14' ) 120 L.F. @ 3.00 360.00
"21:"1RENCH1'BACKFILL '(`1'4'=16'») -260"L:F. ' @ 3. 25 845.00
22. SPECIAL TRENCH COMPACTION 5,360 L.F. @ 2.50 13,400.00
SUB TOTAL: $39 ,170.00
10% ENGINEERING & CONTINGENCIES 3,917.00
TOTAL COST CHARGEABLE TO PROPERTY: $43,087.00
CHARGEABLE TO CITY:
NONE $ 0.00
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TOTAL COST: $43,087.00
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PRELIMINARY COST ESTIMATE
Installation of concrete curbing, guttering, and paving in
the area described in the Benefit District for Petition No. 3239.
CHARGEABLE TO PROPERTY:
1 . COMMON EXCAVATION 600 C.Y. @ $1 .10 $ 660.00
2. BORROW MATERIAL 3,500 C.Y. @ 5.00 17 ,500.00
3. REINF. CONCRETE PAVEMENT,6" 10,095 S.Y. @ 5.50 55,522. 50
4. CONCRETE MONOLITHIC CURB. 5,290 L.F. @ 1 .00 5,290.00
SUB TOTAL: $78,972.50
10% ENGINEERING & CONTINGENCIES 7,897.25
TOTAL COST CHARGEABLE TO PROPERTY: $86,869.75
CHARGEABLE TO CITY:
1 . COMMON EXCAVATION 50 C.Y. @ 1 .10 55.00
3. REINFORCED CONCRETE PVMT.,,.6" 1.25-S.Y. @ .5.50 • 687.50
4. CONCRETE MONOLITHIC CURB 150. L.S. @ 1 .00 150.00
24. REINF. CONCRETE PVMT. , 7-1/2" 150 S.Y. @ 8.00 1 ,200.00
SUB TOTAL: $ 2,092.50
10% ENGINEERING & CONTINGENCIES 209.25
TOTAL COST CHARGEABLE TO CITY: $ 2,301 .75
TOTAL COST: $89,171 .50
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FRONT FOOTAGE AND UNIT COSTS
COST OF WATER MAINS =. $25,916.00 = $5.607/FT.
4,622 FT.
COST OF WATER SERVICE _ $14,146.00 = $257.20/EA.
55 EA.
COST OF SANITARY SEWER _ $31 ,537.00 = $5.478/FT.
5,757 FT.
COST OF SEWER SERVICE $11 ,550.00 = $165.00/EA.
70 EA.
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