4079 Imp Tulane Court Add
00 NOT WRITE IN THIS SPACE
PETITION NUMBER
101Q
3/II/Q'¡
/I .' 12. A. ^'
TO:
lHE GOVERNING ,BODY
City of Salina. Kansas
I".""..,..,.,."..,.."..".",."".,...
(A)
'fie, the under!;lgned, being owners of record of property Ihble for assenment for the following IlIIprovemenUI
Curbi!)!:. ~lItterlnl!. I!rading and paving of Tulane AVe. from the north line. of Lot 1. 81. 1.
Tulane Court Addition to the south line of Lt. 1. B1. 2, Tulane Ct, Addition to serve Lts,
I thru 7. Bl. 1 & Lts. 1 & 2. B1. 2, Tulane Court Addition,
Installation of a water main to serve Ltš, I thru 7, Bl. 1 and Lts, 1 & 2. B1. 2, Tulane
Ct. Addition.
hereby propose that such Improvement be anade In the manner provided by Article W. Chapter 12 of the Kansas
Statutes Annotated. u amended,
(8)
The estimate or probable cost of such l"'Provement Is
Onll"T"
Forty One Thousand Eighty Eight and 00/100
($
41.088.00
(C) The extent of the proposed Improvement distrIct to be assessed as Indicated on the attached plat and Is
descrIbed as follows: Lts. 1 thru 7 ,BI. ,1 and Lts. 1 & 2, B1. 2, Tulane Court Addition.
(D)
The proposed method of assessnent Is:
Based on an eoual share per lot of land for street and
~r~;n~gø ~n~ ~"rPT
(E)
The proposed apportionment of cost!; between the Improvement distrIct and the CItY-lIt-large Is:
One Hundred percent ( 100 \) to be auessed agaInst the Improvement district and
Zero percent (_O \) to be assessed against the Clty-at-large,
(F) We further propose that such Improvement be made wIthout notice and hearing as required by K.S.A. 12-6aO~(1)
as amended.
, ,
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'" No name may be ...Ithdrawn from this petitIon after the Governing Body colllllences consideratIon '"
'" of the petition or later than seven (7) days after this petition has been filed ...Ith the ,CIty Clerk '"
'" (K,5.A, 12-6a04) " ,'"
.....u....u......... ................. .....u.............. ¡.. ............ ....... ................ .... ..
Respectfull y subml tted by
Abner Perney
le I ephone Number
Rn-O441
pZ; ~
Res! dence
Date & Time
of 51 gill ng
Property owned ...Ithln the
proposed rmprovenent District
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3-1l'l'f If :/1".....
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CT
PRELIMINARY ENGINEERING ESTIMATE
AND
FEASIBILITY REPORT
PETITION NO. °1079
PROPOSED
STREET AND UTILITY IMPROVEMENTS
TULANE COURT ADDITION
TO THE CITY OF SALINA, KANSAS
FILE NO. 94-3 MARCH-1994
ll�
DON H CTOR 0'•am, RING & UTILITIES
•
SCOPE OF WORK
The curbing, guttering, grading and paving of Tulane Avenue from the north line of
Lot 1, Block 1, Tulane Court Addition to the south line of Lot 1, Block 2, Tulane
Court Addition to serve Lots 1 through 7, Block 1 and Lots 1 and 2, Block 2,
Tulane Court Addition.
The installation of a water main to serve Lots 1 through 7, Block 1 and Lots 1 and
2, Block 2, Tulane Court Addition.
BENEFIT DISTRICT
Lots 1 through 7, Block 1 and Lots 1 and 2, Block 2, Tulane Court Addition to the
City of Salina, Kansas.
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 (10) equal annual installments.
The method of assessment is that 100% of the total cost assessed against the
property shall be based upon an equal share per lot for street and drainage and
water assessments without regard to buildings or improvements of the land.
APPORTIONMENT OF COST
COST CHARGEABLE TO PRIVATE PROPERTY:
1.100% of the total cost of street and drainage improvements, including grading,
pavement, curb and gutters, valley gutters and any incidentals thereto to
complete the street and drainage improvements.
2.100% of the total cost of water mains, fittings, hydrants, water services,
valves, and any incidentals thereto to complete the water system.
COST CHARGEABLE TO CITY:
1. None
DISTRIBUTION OF COST
TULANE COURT ADDITION
TO THE CITY OF SALINA, KANSAS
PETITION NO.
COST COST
CHARGEABLE CHARGEABLE COST
PER EACH TO BENEFIT CHARGEABLE TOTAL
DISTRICT TO CITY COST
IMPROVEMENTS
STREET & $2,308.44 $25,276.00 $0.00 $25,276.00
DRAINAGE
WATER
SYSTEM $1,756.89 $15,812.00 $0.00 $15,812.00
TOTAL: $4,565.33 $41,088.00 $0.00 $41,088.00
PETITION NO.
PRELIMINARY ESTIMATE OF
TULANE COURT ADDITION
TOTAL PROJECT COSTS
(Including Streets and Drainage and Water)
1. COMMON EXCAVATION 380 C.Y. @ $ 5.00 = $ 1,900.00
2. ASPHALT OR CONCRETE PAVEMENT 720 S.Y. @ 15.00 = 10,800.00
3. VALLEY GUTTER 77 S.Y. @ 25.00 = 1,925.00
4. CONCRETE CURB & GUTTER 470 L.F. @ 8.00 = 3,760.00
5. SIDEWALK RAMPS 2 EA. @ 500.00 = 1,000.00
6. C. I . PIPELINE, 6" 320 L.F. @ 12.00 = 3,840.00
7. C. I . FITTINGS 0.15 TON @ 3,500.00 = 525.00
8. FIRE HYDRANT 1 EA. @ 1,700.00 = 1,700.00
9. GATE VALVE, 6" 1 EA. @ 400.00 = 400.00
10. TAPPING VALVE AND SLEEVE 6" x 6" 1 EA. @ 1,500.00 = 1,500.00
11. WATER SERVICE, 1" 9 EA. @ 500.00 = 4,500.00
12. TREE REMOVAL 3 EA. @ 300.00 = 900.00
13. SPECIAL TRENCH COMPACTION 50 L.F. @ 6.50 = 325.00
14. WATER 1 L.S. @ 200.00 = 200.00
15. CONSTRUCTION STAKING 1 L.S. @ 1,000.00 = 1,000.00
SUB TOTAL: $34,275.00
10% ENGINEERING & CONTINGENCY: 3,428.00
TEMPORARY NOTE INTEREST, BONDING, ISSUING: 3,385.00
TOTAL: $41,088.00
PETITION NO.
PRELIMINARY ESTIMATE OF
TULANE COURT ADDITION
Preliminary Estimate of
PROJECT COSTS (Street and Drainage Improvements only)
1. COMMON EXCAVATION 380 C.Y. @ $ 5.00 = $ 1,900.00
2. ASPHALT OR CONCRETE PAVEMENT 720 S.Y. @ 15.00 = 10,800.00
3. VALLEY GUTTER 77 S.Y. @ 25.00 = 1,925.00
4. CONCRETE CURB & GUTTER 470 L.F. @ 8.00 = 3,760.00
5. SIDEWALK RAMP 2 EA. @ 500.00 = 1,000.00
12. TREE REMOVAL 3 EA. @ 300.00 = 900.00
14. WATER 1 L.S. @ 100.00 = 100.00
15. CONSTRUCTION STAKING 1 L.S. @ 700.00 = 700.00
SUB TOTAL: $21,085.00
10% ENGINEERING & CONTINGENCY: 2,109.00
TEMPORARY NOTE INTEREST, BONDING, ISSUING: 2,082.00
TOTAL: $25,276.00
PETITION NO.
TULANE COURT ADDITION
PRELIMINARY ESTIMATE OF
PROJECT COSTS (Water System only)
6. C. I . PIPELINE, 6" 320 L.F. @ 12.00 = 3,840.00
7. C. I . FITTINGS 0.15 TON @ 3,500.00 = 525.00
8. FIRE HYDRANT 1 EA. @ 1,700.00 = 1,700.00
9. GATE VALVE, 6" 1 EA. @ 400.00 = 400.00
10. TAPPING VALVE & SLEEVE, 6" x 6" 1 EA. @ 1,500.00 = 1,500.00
11. WATER SERVICE, 1" 9 EA. @ 500.00 = 4,500.00
13. SPECIAL TRENCH COMPACTION 50 L.F. @ 6.50 = 325.00
14. WATER 1 L.S. @ 100.00 = - 100.00
15. CONSTRUCTION STAKING 1 L.S. @ 300.00 = 300.00
SUB TOTAL: $13,190.00
10% ENGINEERING & CONTINGENCY: , 1,319.00
TEMPORARY NOTE INTEREST, BONDING, ISSUING: 1,303.00
TOTAL: $15,812.00
TULANE COURT ADDITION
TO THE CITY OF SALINA, KANSAS
PROPERTY OWNERSHIP
PROPERTY
DESCRIPTION PROPERTY OWNER
BLOCK 1 Salina Housing Authority
Lot 1 1
Lot 2 "
Lot 3 "
Lot 4
Lot 5 "
Lot 6 "
Lot 7
Block 2
Lot 1 Salina Housing Authority
Lot 2 "
DO NOT WRITE IN THIS SPACE
•
. PETITION NUMBER
•
•
TO: THE GOVERNING BODY •
•
City of Salina, Kansas
(A) We, the undersigned, being owners of record of property liable for assessment for the following improvements:
Curbing. Buttering. _grading and paving of Tulane Ave. from the north line of Lot 1, B1. 1,
Tulane Court Addition to the south line of Lt. 1, Bl. 2, Tulane Ct. Addition to serve Lts.
1 thru 7. Bl. 1 & Lts. 1 & 2, Bl. 2, Tulane Court Addition.
Installation of a water main to serve Lts. 1 thru 7, B1. 1 and Lts. 1 & 2, Bl. 2, Tulane
Ct. Addition,
hereby propose that such improvement be made in the manner provided by Article 6a, Chapter 12 of the Kansas
Statutes Annotated, as amended.
(B) The estimate or probable cost of such improvement is Forty One Thousand Eighty Eight and 00/100
nn11arc
(S 41,088.00
(C) The extent of the proposed improvement..district to be assessed as indicated on the attached plat and is
described as follows: Lts. 1 thru 7, Bi.. 1 and Lts. 1 & 2, Bl. 2, Tulane Court Addition.
(D) The proposed method of assessment is: Based on an equal share per lot of land for street and
drainages and maresr_
(E) The proposed apportionment of costs between the improvement district and the City-at-large is:
One Hundred percent ( 100 %) to be assessed against the improvement district and
Zero percent ( 0 %) to be assessed against the City-at-large.
(F) We further propose that such improvement be made without notice and hearing as required by K.S.A. 12-6a04(1)
as amended.
* No name may be withdrawn from this petition after the Governing Body commences consideration *
* of the petition or later than seven (7) days after this petition has been filed with the.City Clerk *
* (K.S.A. 12-6a04)
*
Respectfully submitted by Abner Pernev
Telephone Number 827_0441
Date 6 Time Property owned within the
Signature Residence of Signing proposed Improvement District
FINAL COST DISTRIBUTION
•
' PROJECT NO. 94-898
TULANE COURT ADDITION
(Street and Water)
•
CHARGEABLE TO PROPERTY OWNER:
1. COMMON EXCAVATION 380.0 C.Y. @ $ 4 .50 = $ 1,710.00
2. CONCRETE CURB & GUTTER 384 .5 L.F. @ 8.00 = 3,076.00
3. REIN. CONC. VALLEY GUTTER, 7-1/2" 82 .25 S.Y. @ 30.00 = 2,467.50
4 . ASPHALT PAVEMENT, 8" 717 .11 S.Y. @ 13.25 = 9,501.71
5. SIDEWALK RAMPS 2.0 EA. @ 500.00 = 1,000.00
15. DUCTILE IRON WATER PIPELINE, 6" 316.2 L.F. @ 14 .60 = 4,616..52
17. CAST IRON FITTINGS 0.04 TON @ 4,400.00 = 176.00
18. 6" x 6" TAPPING VALVE & SLEEVE 1.0 EA. @ 1,550.00 = 1,550.00
23 . FIRE HYDRANT & VALVE ASSEMBLY 1.0 EA. @ 1,320.00 = 1,320.00
24 . CORPORATION STOP, 1-1/2" 1.0 EA. @ 368.00 = 368.00
25. CORPORATION STOP, 1" 7.0 EA. @ 140.00 = 980.00
26. CURB SHUTOFF VALVE & BOX, 1" 9 .0 ' EA. @ 130.00 = 1,170.00
27. COPPER SERVICE LINE, 1-1/2" 31.2 L.F. @ 9 .75 = 304.20
28. COPPER SERVICE LINE, 1" 28.2 L.F. @ 8.00 = 225.60
29. COPPER WYE, 1-1/2" x 1" 1.0 EA. @ 70.00 = 70.00
41A.SPECIAL TRENCH COMPACTION 53.0 L.F. @ 5.00 = 265.00
' 42 . CONSTRUCTION STAKING 0.07 L.S. @ 8,300.00 = 581.00
42A.CONSTRUCTION STAKING 0.06 L.S. @ 3,000.00 = 180.00
43. WATER 0.10 L.S. @ 500.00 = 50.00
48. REGRADE WATER VALVE 2.0 EA. @ 275.00 = 550.00
SUB TOTAL: $30,161.53
10% ENGINEERING & CONTINGENCIES: $ 3,016.15
INTEREST & ISSUING: $ 1,991.87
TOTAL: $35,169 .55
•
DON HOFF, DIRECTOR OF ENG. & UTILITIES
SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF , 1994 .
•
•
JUDY LONG, CITY CLERK
•
TULANE COURT ADDITION
to the City of Salina, Kansas
DISTRIBUTION OF COST
Property Per Streets
Description Each Tulane Avenue Water Total
BLOCK 1, TULANE COURT ADDITION
Lot 1' 1.00 $2,453.38 $1,454.35_ $3,907.73
Lot 2 1.00 $2,453.38 $1,454.35 $3,907.73
Lot 3 1.00 $2,453.38 $1,454.35 $3,907.73
Lot 4 1.00 $2,453.38 $1,454.35 $3,907.73
Lot 5 . 1.00 $2,453.38 $1,454.35 $3,907.73
Lot 6 1.00 $2,453.37 $1,454.35 $3,907.72
Lot 7 1.00 $2,453.37 $1,454.35 $3,907.72
BLOCK 2, TULANE COURT ADDITION
Lot 1 1.00 $2,453.37 $1,454.36 $3,907.73
Lot 2 1.00 $2,453.37 $1,454.36 $3,907.73
Total: 9.00 $22,080.38 $13,089.17 $35,169.55
FINAL COST DISTRIBUTION
PROJECT NO. 94-898
TULANE COURT ADDITION
(Street)
CHARGEABLE TO PROPERTY OWNER:
1. COMMON EXCAVATION 380.0 C.Y. @ $ 4.50 = $ 1,710.00
2. CONCRETE CURB & GUTTER 384 .5 L.F. @ 8.00 = 3,076.00
3. REIN. CONC. VALLEY GUTTER, 7-1/2" 82.25 S.Y. @ 30.00 = 2,467.50
4. ASPHALT PAVEMENT, 8" 717.11 S.Y. @ 13.25 = 9,501.71
5. SIDEWALK RAMPS 2 .0 EA. @ 500.00 = 1,000.00
42 . CONSTRUCTION STAKING 0.07 L.S. @ 8,300.00 = 581.00
43 . WATER 0.10 L.S. @ 500.00 = 50.00
48. REGRADE WATER VALVE 2 .0 EA. @ 275.00 = 550.00
•
SUB TOTAL: $18,936.21
10% ENGINEERING & CONTINGENCIES: $ 1,893 .62
INTEREST & ISSUING: $. 1,250.55
TOTAL: $22,080.38
DISTRIBUTION OF COST
Property Per
Description Each Tulane Avenue
Block 1, Tulane Court Addition
Lot 1 1.00 $ 2,453.38
Lot 2 1.00 2,453 .38
Lot 3 1.00 2,453 .38
Lot 4 1.00 2,453 .38
Lot 5 1.00 2,453 .38
Lot 6 1.00 2,453 .37
Lot 7 1.00 2,453 .37
Block 2, Tulane Court Addition
Lot 1 1.00 $ 2,453 .37 .
Lot 2 1.00 2,453 .37
Total: 9 .00 $22,080.38
•
•
FINAL COST DISTRIBUTION
PROJECT NO. 94-898
TULANE COURT ADDITION
(Water)
CHARGEABLE TO PROPERTY OWNER:
15. DUCTILE IRON WATER PIPELINE, 6" 316.2 L.F. @ 14 .60 = 4,616.52
17. CAST IRON FITTINGS 0.04 TON @ 4,400.00 = 176.00
18. 6" x 6" TAPPING VALVE & SLEEVE 1.0 EA. @ 1,550.00 = 1,550.00
23. FIRE HYDRANT & VALVE ASSEMBLY 1.0 EA. @ 1,320.00 = 1,320.00
24. CORPORATION STOP, 1-1/2" 1.0 EA. @ 368.00 = 368.00
25. CORPORATION STOP, 1" 7.0 EA. @ 140.00 = 980.00
26. CURB SHUTOFF VALVE & BOX, 1" 9 .0 EA. @ 130.00 = 1,170.00
27. COPPER SERVICE LINE, 1-1/2" 31.2 L.F. @ 9.75 = 304 .20
28. COPPER SERVICE LINE, 1" 28.2 L.F. @ 8.00 = 225.60
29 . COPPER WYE, 1-1/2" x 1" 1.0 EA. @ 70.00 = 70.00
41A.SPECIAL TRENCH COMPACTION 53.0 L.F. @ 5.00 = 265.00
42A.CONSTRUCTION STAKING 0.06 L.S. @ 3,000.00 = 180.00
SUB TOTAL: $11,225.32
10% ENGINEERING & CONTINGENCIES: $ 1,122.53
INTEREST & ISSUING: $ 741.32
TOTAL: $13,089.17
•
DISTRIBUTION OF COST
Property Per
Description Each Water
Block 1, Tulane Court Addition
Lot 1 1.00 $ 1,454.35
Lot 2 1.00 1,454 .35
Lot 3 1.00 1,454 .35
Lot 4 1.00 1,454 .35
Lot 5 1.00 1,454 .35
Lot 6 1.00 1,454 .35
Lot 7 1.00 1,454 .35
Block 2, Tulane Court Addition
Lot 1 1.00 $ 1,454 .36
Lot 2 1.00 1,454.36
Total: 9 .00 $13,089 .17