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4078 Imp Tasker Addition I DO NOT WRITE IN THIS SPACE PETITION NUMBER 4078 D 3 - 10 - c:¡ 'i TO: tHE GOVERNING BODV City of Salina, Kansas 6: 15 a.. """, :..... ...... .......... ..." ............ ...., (AI We, the undersigned, being owners of record of property liable for assessment for the following impróvetnents: See Attached Exhibit "A" hereby propose that such Improvement be nade In the manner provided by Artlcl" Ga, Chapter 12 of the Kansas Statutes Annotated, as amended. (81 The estimate or probable cost of such Improvement Is Seventy Three and 00/100 Dollars. Two Hundred Seventeen Thousand Eight Hundred ($ 217.873.00 (CI the extent of the proposed Improvement district to be assessed as indic"ted on the attached plat and is described as follows: Lots 12-21. Bloék 1; Lots 8-17, Block 2; Lots 9-20, Block 3; Lots 8-19. Block 4. Tasker Addition to the City of Salina. Kansas. (01 The proposed method of assess",ent Is: Based on adjusted front footage of each lot of land for street and drainage assessments and per each platted lot for water and san~tary sewer assess- ments without regard to building~ or improvement of the land. (EI The proposed apportionment of costs between the Improvement district and the Clty-at-Iarge Is: One Hundred percent (~%I to be assessed against the Improvement district' and Zero percent (-L- %) to be assessed against the Clty-at-large. (FI We further propose that such Improvement be made without notice and hearing as required by K.S.A. 12-6aO4(11 as amended, A A" A A A" A A A A A A A A A A A" A A A A I I I 1.1 A' U HA A A A I I I A A A"'" A' I I A I I 1'" 1.1. A' I I I A" l' i. i... -. I I 1.1;'.. I 1"'" UUU * No name may be withdrawn from this petition after the Governing Body comences consideration * * of the petition or later than seven (1) days after this petition has been flied with the ,City Clerk * * (K.S.A. 12-6aO41 ' " * A""A AU' U' A UUUU A" I U I U 'UU U" U 1.... UUlU""A A. UU UU..A U.. A' U' HA"'" UU. U AiUUU Respectfull y subml tted by Hr. Don Tasker Telephone Number 827-3316 Signature Residence Date & TIme of Signing Property owned within the proposed Improvement District A,/~;.i' /1/10 :?h //"to ]òZ of lo-l-5 Ph4SeJ[ < ;:y 71/ ,/ 2 ~ 7 2.... tYla... c Jlq/4<1/1:f>(JM. IO~ of. lob PIt~ life AJ l!..4/ c+ 3f1fq'f /Z:'I"fM I{ 4 'I l<. 4 !f5t: ;J¿ c;:- - 120 ¡..J. Sb¡J; "Ie.. Dr- 3h h'f ¡ZYðp"" '\ 'l '" '< 'I '1'1 ë Iv. I{(..:;J u é... KO ... \~ " It " <7Æ<..v~ 3-9.ff 'f /l;>S"f'>-'¡ Exhibit "A" The curbing, guttering, grading and paving of Tasker Lane from the south lot line of Lot 7, Block 2 south to Ray Avenue to serve Lots 12 through 21, Block 1; Lots 8 through 17, Block 2, all in Tasker Addition. The curbing, guttering, grading and paving of Ray Avenue ,from the south lot line of Lot 18, Block 2 to Schilling Road to serve Lots 13 through 21, Block 1; Lots 8 through 17, Block 2; Lots 9 through 20, Block 3; Lots 8 through 19, Block 4, all in Tasker Addition. The installation of-a sanitary sewer main to serve Lots 13 through 21, Block 1; Lots 9 through 15, Block 2; Lots 12 and 13, Block 3; Lot 19, Block 4, all in Tasker Addition. The installation of a water main to serve Lots 12 through 21, Block 1; Lots 8 through 17, Block 2; Lots 11, 12 and 13. Block 3; Lot 19, Block 4, all in Tasker Addition. -,-, ---- " PRELIMINARY ENGINEERING ESTIMATE AND FEASIBILITY REPORT PETITION NO. 11617 PROPOSED STREET AND UTILITY IMPROVEMENTS PART OF TASKER ADDITION TO THE CITY OF SALINA, KANSAS FILE NO. 94-1 MARCH - 1994 AA/ DON HO , i TSR 0 1 -N i07 ; NG & UTILITIES PrDept �4 -Sqg SCOPE OF WORK The curbing, guttering, grading and paving of Tasker Lane from the south lot line of Lot 7, Block 2 south to Ray Avenue to serve Lots 12 through 21, Block 1; Lots 8 through 17, Block 2, all in Tasker Addition. The curbing, guttering, grading and paving of Ray Avenue from the south lot line of Lot 18, Block 2 to. Schilling Road to serve Lots 13 through 21, Block 1; Lots 8 through 17, Block 2; Lots 9 through 20, Block 3; Lots 8 through 19, Block 4, all in Tasker Addition. The installation of a sanitary sewer main to serve Lots 13 through 21, Block 1; Lots 9 through 15, Block 2; Lots 12 and 13., Block 3; Lot 19, Block 4, all in Tasker Addition. The installation of a water main to serve Lots 12 through 21, Block 1; Lots 8 through 17, Block 2; Lots 11, 12 and 13, Block 3; Lot 19, Block 4, all in Tasker Addition. BENEFIT DISTRICT Lots 12 through 21, Block 1; Lots 8 through 17, Block 2; Lots 9 through 20, Block 3; Lots 8 through 19, Block 4, Tasker 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 the adjusted front footage of each lot for street and drainage assessments and per each platted lot for water and sanitary sewer assessments without regard to buildings or improvement 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, and any incidentals thereto to complete the street improvement. 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 PART OF TASKER ADDITION TO THE CITY OF SALINA, KANSAS PETITION NO. COST COST COST CHARGEABLE CHARGEABLE CHARGEABLE COST PER ADJ. PER EACH TO BENEFIT CHARGEABLE TOTAL FRONT FOOT LOT DISTRICT TO CITY COST IMPROVEMENTS STREET & DRAINAGE $27.51 (Ave. ) $118,538.00 $0.00 $118,538.00 WATER SYSTEM N/A $2,997.83 $ 71,948.00 $0.00 $ 71,948.00 SANITARY SEWER SYS. N/A $1,441.42 $ 27,387.00 $0.00 $ 27,387.00 TOTAL.: $27.51 $4,439.25 $217,873.00 $0.00 $217,873.00 (Ave.) PETITION NO. PRELIMINARY ESTIMATE OF PART OF TASKER ADDITION TOTAL PROJECT COSTS (Including Streets and Drainage, Water and Sanitary Sewer) 1. COMMON EXCAVATION 3,115 C.Y. @ $ 5.00 = $ 15,575.00 2. ASPHALT OR CONCRETE PAVEMENT 4,000 S.Y. @ 15.00 = 60,000.00 3. VALLEY GUTTER 86 S.Y. @ 25.00 = 2,150.00 4. CONCRETE CURB & GUTTER 2,550 L.F. @ 8.00 = 20,400.00 5. SIDEWALK RAMPS 4 EA. @ 500.00 = 2,000.00 6. C. I. PIPELINE, 12" 680 L.F. @ 25.00 = 17,000.00 7. C. I . PIPELINE, 6" 1,310 L.F. @ 12.00 = 15,720.00 8. C. I. FITTINGS 0.50 TON @ 3,500.00 = 1,750.00 9. FIRE HYDRANT 2 EA. @ •1,700.00 = 3,400.00 10. GATE VALVE, 6" 5 EA. @ 400.00 = 2,000.00 11. TAPPING VALVE & SLEEVE, 12" x 16" 1 EA. @ 3,500.00 = 3,500.00 12. PRESSURE REDUCING VALVE, 12" 1 EA. @ 3,000.00 = 3,000.00 13. WATER SERVICE, 1" 24 EA. @ 500.00 = 12,000.00 14. SEWER PIPELINE, 8" 515 L.F. @ 16.00 = 8,240.00 15. SEWER PIPELINE, 4" 540 L.F. @ 8.00 = 4,320.00 16. STANDARD MANHOLE (TYPE I) 3 EA. @ 1,200.00 = 3,600.00 17. SEWER TEES, 8" x 4" 19 EA. @ 75.00 = 1,425.00 18. CONNECTION TO EXISTING MANHOLE 1 EA. @ 500.00 = 500.00 19. SPECIAL TRENCH COMPACTION 886 L.F. @ 6.50 = 5,759.00 20. WATER 1 L.S. @ 1,000.00 = 1,000.00 21. CONSTRUCTION STAKING 1 L.S. @ 4,000.00 = 4,000.00 SUB TOTAL: $187,339.00 10% ENGINEERING & CONTINGENCY: 18,734.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 11,800.00 TOTAL: $217,873.00 PETITION NO. • PRELIMINARY ESTIMATE OF PART OF TASKER ADDITION Preliminary Estimate of PROJECT COSTS (Street and Drainage Improvements only) 1. COMMON EXCAVATION 3,115 C.Y. @ $ 5.00 = $ 15,575.00 2. ASPHALT OR CONCRETE PAVEMENT 4,000 S.Y. @ 15.00 = 60,000.00 3. VALLEY GUTTER 86 S.Y. @ 25.00 = 2,150.00 4. CONCRETE CURB &GUTTER 2,550 L.F. @ 8.00 = 20,400.00 5. SIDEWALK 4 EA. @ 500.00 -= 2,000.00 20. WATER 1 L.S. @ 300.00 = 300.00 21. CONSTRUCTION STAKING 1 L.S. @ 1,500.00 = 1,500.00 SUB TOTAL: $101,925.00 10% ENGINEERING & CONTINGENCY: $ 10,193.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: $ 6,420.00 TOTAL: $118,538.00 Preliminary Estimate of PROJECT COSTS (Water System only) 6. C. I . PIPELINE, 12" 680 L.F. @ $ 25.00 = $ 17,000.00 7. C. I . PIPELINE, 6" 1,310 L.F. @ 12.00 = 15,720.00 8. C. I . FITTINGS 0.50 TON @ 3,500.00 = 1,750.00 9. FIRE HYDRANT 2 EA. @ 1,700.00 = 3,400.00 10. GATE VALVE, 6" 5 EA. @ 400.00 = 2,000.00 11. TAPPING VALVE & SLEEVE, 12" x 16" 1 EA. @ 3,500.00 = 3,500.00 12. PRESSURE REDUCING VALVE, 12" 1 EA. @ 3,000.00 = 3,000.00 13. WATER SERVICE, 1" 24 EA. @ 500.00 = 12,000.00 19. SPECIAL TRENCH COMPACTION 330 L.F. @ 6.50 = 2,145.00 20. WATER 1 L.S. @ 350.00 = 350.00 21. CONSTRUCTION STAKING 1 L.S. @ 1,000.00 = 1,000.00 SUB TOTAL: $61,865.00 10% ENGINEERING & CONTINGENCY: 6,186.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 3,897.00 TOTAL: $71,948.00 PETITION NO. PRELIMINARY ESTIMATE OF PROJECT COSTS (Sanitary Sewer only) 14. SEWER PIPELINE, 8" 515 L.F. @ $ 16.00 = $ 8,240.00 15. SEWER PIPELINE, 4" 540 L.F. @ 8.00 = 4,320.00 16. STANDARD MANHOLE (TYPE I) 3 EA. @ 1,200.00 = 3,600.00 17. SEWER TEES, 8" X 4" 19 EA. @ 75.00 = 1,425.00 18. CONNECTION TO EXISTING MANHOLE 1 EA. @ 500.00 = 500.00 19. SPECIAL TRENCH COMPACTION 556 L.F. @ 6.50 = 3,614.00 20. WATER 1 L.S. @ 350.00 = 350.00 21. CONSTRUCTION STAKING 1 L.S. @ 1,500.00 = 1,500.00 SUB TOTAL: $23,549.00 10% ENGINEERING & CONTINGENCIES: 2,355.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 1,483.00 TOTAL: $27,387.00 TASKER ADDITION to the City of Salina, Kansas DISTRIBUTION OF COSTS Property Adjusted Per Streets Streets Sanitary Description Front Footage Each Tasker Ln Ray Ave Sewer Water Total • Block 1 Lot 12 60.00 1.00 • $2,535.55 $765.61 $0.00 $2,997.83 $6,298.99 Lot 13 80.00 1.00-. 3,380.74 1,020.81 1,441.42 2,997.83 8,840.80 Lot 14 80.00 1.00/ `" 3;380.74 1,020.81 1,441.42 2,997.83 8,840.80 Lot 15 80.00 1.00 3,380.74 1,020.81 1,441.42 2,997.83 8,840.80 Lot 16 80.00 1.00 3,380.74. 1,020.81 1,441.42 2,997.83 8,840.80 Lot 17 80.00 1.00 3,380.74 1,020.81 1,441.42 2,997.83 8,840.80 Lot 18 88.00 1.00 . 3,718.81 1,122.89 1,441.42 2,997.83 9,280.95 Lot 19 119.60 1.00 5,054.20 1,526.11 1,441.42 2,997.83 11,019.56 Lot20 98.40 1.00 4,158.31 1,255.60 1,441.42 2,997.83 9,853.16 Lot 21 95.00 1.00 4,014.62 1,212.21 1,441.42 2,997.83 9,666.08 Block 2 Lot 8 80.00 1.00 3,380.74 1,020.81 0.00 2,997.83 7,399.38 Lot9 80.00 1.00 3,380.74 1,020.81 1,441.42 2,997.83 8,840.80 Lot 10 80.00 1.00 3,380.74 1,020.81 1,441.42 2,997.83 8,840.80 Lot 11 71.50 1.00 3,021.53 912.35 1,441.42 2,997.83 8,373.13 Lot 12 71.50 1.00 3,021.53 912.35 1,441.42 2,997.83 8,373.13 Lot 13 96.70 1.00 4,086.47 1,233.91 1,441.42 2,997.83 9,759.63 Lot 14 95.00 1.00 4,014.62 1,212.21 1,441.42 2,997.84 9,666.09 Lot 15 ' 80.00 1.00 3,380.73 1,020.81 1,441.42 2,997.84 8,840.80 Lot 16 80.00 1.00 3,380.73 1,020.81 0.00 2,997.84 7,399.38 Lot 17 80.00 1.00 3,380.73 1,020.81 0.00 2,997.84 7,399.38 Block 3 Lot9 114.40 1.00 0.00 1,459.76 0.00 0.00 1,459.76 Lot 10 100.00 1.00 0.00 1,276.02 0.00 0.00 1,276.02 Lot 11 70.00 1.00 0.00 893.21 0.00 2,997.84 3,891.05 Lot 12 70.00 1.00 0.00 893.21 1,441.42 2,997.84 5,332.47 Lot 13 95.00 1.00 0.00 1,212.21 1,441.43 2,997.84 5,651.48 Lot 14 93.00 1.00 0.00 1,186.69 0.00 0.00 1,186.69 Lot 15 70.00 1.00 0.00 893.21 0.00 0.00 893.21 Lot 16 70.00 1.00 0.00 893.21 0.00 0.00 893.21 Lot 17 97.20 1.00 0.00 1,240.29 0.00 0.00 1,240.29 Lot 18 75.00 1.00 0.00 957.01 0.00 0.00 957.01 Lot 19 76.20 1.00 0.00 972.32 0.00 0.00 972.32 Lot 20 76.20 1.00 0.00 972.32 0.00 0.00 972.32 Block 4 Lot 8 80.00 1.00 0.00 1,020.81 0.00 0.00 1,020.81 Lot 9 80.00 1.00 0.00 1,020.81 0.00 0.00 1,020.81 Lot 10 80.00 1.00 0.00 1,020.81 0.00 0.00 1,020.81 Lot 11 70.00 1.00 0.00 893.21 0.00 0.00 893.21 Lot 12 70.00 1.00 0.00 893.21 0.00 0.00 893.21 Lot 13 85.40 1.00 0.00 1,089.74 0.00 0.00 1,089.74 Lot 14 141.20 1.00 0.00 1,801.74 0.00 0.00 1,801.74 Lot 15 110.20 1.00 0.00 1,406.19 . 0.00 0.00 1,406.19 Lot 16 105.60 1.00 0.00. 1,347.49 0.00 0.00 1,347.49 Lot 17 70.00 .. 1.00 . 0.00 • 893.21 0.00 0.00 893.21 Lot 18 70.00 1.00 0:00 893.21 0.00 0.00 893.21 Lot 19 95.00 1.00 0.00 1,212.21 1,441.43 2,997.84 5,651.48 Total: $70,813.75 $47,724.25 $27,387.00 $71,948.00 $217,873.00 TASKER ADDITION TO THE CITY OF SALINA, KANSAS PROPERTY OWNERSHIP PROPERTY DESCRIPTION PROPERTY OWNER BLOCK 1 Lot 12 Schilling Road Development, L.P. Lot 13 Lot 14 Lot 15 Lot 16 " Lot 17 Lot 18 Lot 19 Lot 20 Lot 21 Block 2 Lot 8 Schilling Road Devleopment, L.P. Lot 9 " Lot 10 Lot 11 Lot 12 Lot 13 11 Lot 14 " Lot 15 Lot 16 " Lot 17 Block 3 Lot 9 Scanlon, Michael & Noel Lot 10 Young, Charles & Nancy Lot 11 Schilling Road Development, L. P. Lot 12 11 Lot 13 Lot 14 Lot 15 Lot 16 Lot 17 Lot 18 " Lot 19 11 11 Lot 20 PROPERTY DESCRIPTION PROPERTY OWNER Block 4 Lot 8 Schilling Road Development, L.P. Lot 9 " Lot 10 Lot 11 Lot 12 " Lot 13 Lot 14 " Lot 15 " Lot 16 Lot 17 " Lot 18 Lot 19 " r ?ENE Q w- w . ' w 1'1 w w w a 'r 1 1• � loll%)UL 1 1 4 5' 6 .1 1 9 10 11 12.1113 ••∎-• N i L" w w w J Lw w w w 7OJ L rr— _ Mr 7r 7s ' r -- -ir-'rf-is�'rw- w ,. w ,w -I' t 23 • 22 • 21 • 20 •1 1` 9 • 18u • 17 • 16 • 15 old 1' �' 2 • 3 12 4 ' 5 .P� III I I 0 �„�. s t ■ 7s 71 _ 71 7r 1 1 7r 7r 71 71 7s 1 1 71 w 70 Kee- g O it ST. 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PETITION NUMBER TO: THE GOVERNING BODY City of Salina, Kansas (A) We, the undersigned, being owners of record of property liable for aesesament for the following improvements: See Attached Exhibit "A" hereby propose that such improvement be made in the manner provided by Article 6a, Chapter 12 of the Kansas Statutes Annotated, as amended. (0) The estimate or probable cost of such improvement is Two Hundred Seventeen Thousand Eight Hundred Seventy Three and 00/100 Dollars.. (S 217.873.00 ) (C) The extent of the proposed Improvement..district to be assessed as indicated on the attached plat and is described as follows: Lots 12-21, Block 1; Lots 8-17, Block 2; Lots 9-20, Block 3; Lots 8-19, Block 4, Tasker Addition to the City of Salina, Kansas. (D) The proposed method of scent is: Based on adjusted front footage of each lot of land for street and drainage assessments and per iach_platted_lot_for_water and sanitary sewer assess- ments without regard to buildings or improvement of the land. (E) The proposed apportionment of costs between the improvement district and the City-at-large is: One Hundred percent ( 100 i) 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. 12-6604(1) as amended. * No name may be withdrawn from this petition after the Governing Body eminences consideration * * of the petition or later than seven (7) days after this petition has been filed with the City Clerk * * (K.S.A. 12-644) • Respectfully submitted by Mr. Don Tasker Telephone Number 827-3316 Date 6 Time Property owned within the • Signature Residence of Signing proposed Improvement District Exhibit "A" The curbing, guttering, grading and paving of Tasker Lane from the south lot line of Lot 7, Block 2 south to Ray Avenue to serve Lots 12 through 21, Block 1; Lots 8 through 17, Block 2, all in Tasker Addition. The curbing, guttering, grading and paving of Ray Avenue from the south lot line of Lot 18, Block 2 to Schilling Road to serve Lots 13 through 21, Block 1; Lots 8 through 17, Block 2; Lots 9 through 20, Block 3; Lots 8 through 19, Block 4, all in Tasker Addition. The installation of a sanitary sewer main to serve Lots 13 through 21, Block 1; Lots 9 through 15, Block 2; Lots 12 and 13, Block. 3; Lot 19, Block 4, all in Tasker Addition. The installation of a water main to serve Lots 12 through 21, Block 1; Lots 8 through 17, Block 2; Lots 11, 12 and 13, Block 3; Lot 19, Block 4, all in Tasker Addition. i -r �n DEPARTMENT OF ENGINEERING AND UTILITIES _ _ DONALD E.HOFF,P.E.,Director • SHAWN O'LE4RY,P.E.,Assistant Director Salina c I T Y • O' F 300 West Ash Street • P.O.Box 736 • Salina,Kansas 67402-0736 tiftid SRLI I'l A TELEPHONE(913)826-7290 • FAX(913)826-7224 r I I I I in • July 1, 1997 • Mr. Doug Alt Schilling Road Development, L.P. P. O. Box 1280 Salina, KS 67402-1280 Dear Mr. Alt: Re: Irrevocable Letter of Credit No.11A, Tasker Addition Phase II (44 • 4/1 I am writing in reply to your letter dated June 27, 1997 regarding the release of the captioned letter of credit for public improvements in Tasker Addition Phase II. You indicated in your letter that your records showed the requirements of the letter had been met. I have reviewed the conditions in the letter of credit as well as the building permit records and I have come to a different conclusion. The benefit district for the Phase II improvements included forty four(44) platted lots. The letter calls for 35 percent of those lots, or 15.4 lots, to be issued certificates of occupancy before the letter of credit can be released. Our records indicate that ten(10) certificates of occupancy have been issued. Therefore, it would appear that at least five more certificates of occupancy must be issued before the letter of credit can be released. I hope I have not erred in my understanding of your request. If you believe that there is some misunderstanding or error, please advise. Thank you for your cooperation in this matter. If I can answer any further questions or provide additional information, please do not hesitate to call. Sin erely, •Le4437 Shawn O'Leary, P.E. cc: Don Hoff Rod Franz Roy Dudark • • Schilling Road Development,L.P. • • P.O.Box 1280 • Salina,KS 67402-1280 • • • • it,f, , r"' rs'* 7+ms t ::? ' •' ,fit.- 'S. ,sr.B= .ro A.= 7-'; b, ,;ate, . t, -s:rx ".' --rte, . ,., ,, A .07g , ,41-1 ,?‘j a a gi kuvic, .u.,1 g g , ; ...:_,,, tr, Ftiokiorr,...kvx:--,w- _.,:ti ,,,I,--,-- 4%,..44.,...,t,,,..„,,,,,,,a,. % i"�aSSi x �.S � ,�4�k°? r7177-'—.. i. ;x,�, y4 - June 27, 1997 Mr. Shawn O'Leary City of Salina Department of Engineering&Utilities P.O.Box 736 Salina,KS 67402-0736 Dear Shawn: Please accept this as our request for the release of the$65,899.49 Letter of Credit for the Phase II improvements in the Tasker Subdivision(Project#94-898). There should be 13 occupancy permits issued:for this phase with only nine required to release the Letter of Credit. Thank you in advance for your cooperation. Sincerely, aQt Doug Alt DA/rc • 3�,x 4 err- S ., 3 .L`'`�T-V%V .'y°4, g '. ice."-. q_gha;.r.A;I:,M4.t",-.li-kf t =�5k IRREVOCABLE LETTER OF CREDIT DATE: 5/13/94 No. 11A Advertising bank reference no. Advising bank: For Account of: The Bank of Tescott Schilling Road Development, L.P. 600 S. Santa Fe Salina, KS . 67401 To beneficiary: Amount: $ 65, 899.49 City of Salina 300 W. Ash Salina, KS 67401 Expiration Date: 5/13/99 Gentlemen: We hereby establish our irrevocable letter of credit in your favor available by payment for your drafts drawn at sight on and accompanied by a statement signed by an authorized representative of the City of Salina certifying that the amount of the draft presented therewith constitutes due, but unpaid, special assessments covering the installation of the following described improvements in the City of Salina, Kansas: Water, Sanitary Sewer, Streets and Storm Drains in Tasker Subdivision Phase II. (Project No. 94-898 ) Said special assessments having been levied against the following described properties listed by legal description: Lots 12 through 21, Block 1; Lots 8 through 17, Block 2; Lots 9 through 20, Block 3; Lots 8 through 19, Block 4; All in Tasker Addition to the City of Salina, Saline County, Kansas. Special Conditions: Partial drawings are permitted. This original letter of credit must be presented with any drafts drawn not exceeding in the aggregate a total of $ 65, 899.49 Notwithstanding the expiration date noted above, it is understood that this letter of credit shall be automatically renewed for additional two-year periods unless we notify you inwriting at least sixty (60) days prior to the then relevant expiration date that it will not be renewed at which time you may draw up to the full amount of the credit available at. that time. Upon development (issuance of occupancy permits by the City of Salina) of 35 percent ofthe above-described properties, the City of Salina will, be written instruction, authorize the release of this letter of credit. Drafts drawn hereunder must be marked "Drawn under The Bank of Tescott , Letter of Credit No. 11A , (Authorizing Institution) dated 5/13/94 . " Advising bank's notification We hereby engage with you that all drafts drawn under and in compliance with the terms of this credit will be duly honored if drawn and presented for payment at this office on or before the expiration date of this credit. Sincerely, ,E BL • �..�•�.y. A ho t'ng Instit ti. Place, date, name and 4611 signature of the advising bank. . thurized :t r! 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I •'04 Qb' aim' wrr .i _ - sax ■ • W O our Sr it o/t t >Qu� ... 19' S ti I :d W 5 of aeaw4 ON 20 121 19 It ADDL ; - w uR/1 I..• w O I • • TASKER ADDITION _ . to the City of Salina,Kansas DISTRIBUTION OF COSTS Property Adjusted Per Streets Streets Sanitary Description Front Footage Each Tasker Ln Ray Ave Sewer Water Total Block 1 Lot 12 60.00 1.00 $2,535.55 $765.61 $0.00 $2,997.83 $6,298.99 Lot 13 80.00 1.00 3,380.74 1,020.81 1,441.42 2,997.83 8,840.80 Lot 14 80.00 1.00 3,380.74 1,020.81 1,441.42 2,997.83 8,840.80 Lot 15 80.00 1.00 3,380.74 1,020.81 1,441.42 2,997.83 8,840.80 Lot 16 80.00 1.00 3,380.74 1,020.81 1,441.42 2,997.83 8,840.80 Lot 17 80.00 1.00 3,380.74 1,020.81 1,441.42 2,997.83 8,840.80 Lot 18 88.00 1.00 3,718.81 1;122.89 1,441.42 2,997.83 9,280.95 Lot 19 119.60 1.00 5,054.20 1,526.11 1,441.42 2,997.83 11,019.56 Lot20 . 98.40 1.00 4,158.31 1,255.60 1,441.42 2,997.83 9,853.16 Lot 21 95.00 1.00 4,014.62 1,212.21 1,441.42 2,997.83 9,666.08 Block 2 Lot 8 80.00 1.00 3,380.74 1,020.81. 0.00 2,997.83 7,399.38 Lot 9 80.00 1.00 3,380.74 1,020.81 1,441.42 2,997.83 8,840.80 Lot 10 80.00 1.00 3,380.74 1,020.81 1,441.42 2,997.83 8,840.80 Lot 11 71.50 1.00 3,021.53 912.35 1,441.42 2,997.83 8,373.13 Lot 12 71.50 1.00 3,021.53 . 912.35 1,441.42 2,997.83 8,373.13 Lot 13 • 96.70 1.00 4,086.47 1,233.91 1,441.42 2,997.83 9,759.63 . Lot 14 95.00 1.00 4,014.62 1,212.21 1,441.42 2,997.84 9,666.09 Lot 15 80.00 1.00 3,380.73 1,020.81 1,441.42 2,997.84 8,840.80 Lot 16 80.00 1.00 3,380.73 1,020.81 0.00 2,997.84 7,399.38 Lot 17 80.00 1.00 3,380.73 1,020.81 0.00 2,997.84 7,399.38 Block 3 Lot 9 114.40 1.00 0.00 1,459.76 0.00 0.00 1,459.76 Lot 10 100.00 1.00 0.00 1,276.02 0.00 0.00 1,276.02 Lot 11 70.00 1.00 0.00 893.21 0.00 2,997.84 3,891.05 Lot 12 70.00 1.00 0.00 893.21 1,441.42 2,997.84 5,332.47 Lot 13 95.00 1.00 0.00 1,212.21 1,441.43 2,997.84 5,651.48 Lot 14 93.00 1.00 0.00 1,186.69 0.00 0.00 1,186.69 Lot 15 70.00 1.00 0.00 893.21 0.00 0.00 893.21 Lot 16 70.00 1.00 0.00 893.21 0.00 0.00 893.21 Lot 17 97.20 1.00 0.00 1,240.29 0.00 0.00 1,240.29 Lot 18 75.00 1.00 0.00 957.01 0.00 0.00 957.01 Lot 19 76.20 1.00 0.00 972.32 0.00 0.00 972.32 Lot 20 76.20 1.00 0.00 972.32 0.00 0.00 972.32 Block 4 Lot 8 80.00 1.00 0.00 1,020.81 0.00 0.00 1,020.81 Lot 9 80.00 1.00 0.00 1,020.81. 0.00 0.00 1,020.81 Lot 10 80.00 1.00 0.00 1,020.81 0.00 0.00 1,020.81 Lot 11 70.00 1.00 0.00 893.21. 0.00 0.00 893.21 • Lot 12 70.00 1.00 0.00 893.21 0.00 0.00 893.21 Lot 13 85.40 1.00 0.00 1,089.74 0.00 0.00 1,089.74 Lot 14 141.20 1.00 0.00 1,801.74 0.00 0.00 1,801.74 Lot 15 110.20 1.00 0.00. 1,406.19 0.00 0.00 1,406.19 Lot 16 105.60 1.00 . 0.00 1,347.49 0.00 0.00 1,347.49 Lot 17 70.00 1.00 0.00 893.21 0.00 0.00 893.21 Lot 18 70.00 1.00 0.00 893.21 0.00 0.00 893.21 Lot 19 95.00 1.00 0.00 1,212.21 1,441.43 2,997.84 5,651.48 Total: $70,813.75 $47,724.25 $27,387.00 $71,948.00 $217,873.00 • Fit° / I � - DEPARTMENT OF FINANCE AND ADMINISTRATION L?e Judy D.Long,CMC,City Clerk c 1 T Y o 0 3 300 West Ash Street,Ste.206 • P.O.Box 736 S R L I n fl Salina,Kansas 67402-0736 Telephone(785)826-7240 • Fax(785)826-7244 • TDD(785)825-7333 June 16, 1998 Larry Fief The Bank of Tescott 600 S. Santa Fe Salina, Ks. 67401 RE: Letter of Credit No. 11A- Schilling Road Development, L.P. Dear Mr. Fief: Please consider this letter your release from the Irrevocable Letter of Credit issued for Schilling Road Development,L.P., in the amount of$65,899.49. The Engineering and General Services Department of the City of Salina has determined that Schilling Road Development has met the requirements needed to release this letter of credit by having certificates of occupancy issued for 35% or more of the benefit district. If you have any questions, please contact me. Sincerely, . Lon , CMC, City Clerk • �,.. DEPARTMENT OF ENGINEERING AND GENERAL SERVICES SHAWN O'LEARY,P.E.,Director Salina CI T Y • O F 300 West Ash Street • P.O.Box 736 • Salina,Kansas 67402-0736 snLinnTELEPHONE(785)826-7290 • FAX(785)826-7224 I I I I I MEMO TO: Rod Franz, Director of Finance MEMO FROM: Michael Renk SUBJECT: Release of Letter of Credit DATE: June 9, 1998 I am writing to request the City's release of a current letter of credit for a development related project. At the request of the developers, our staff has investigated this case and determined that the conditions for release of the letters have been met. The letter of credit was issued by The Bank of Tescott, dated May 13, 1994, in the amount of $65,899.49 on behalf of Schilling Road Development, L.P. of Salina for improvements in Phase II of Tasker Addition. These improvements are complete and certificates of occupancy have been issued for 15 out of the 42 lots, or 35%, of the lots in the benefit district. I trust that you will release this letter of credit to the appropriate lending institution at your earliest convenience. Thank you for your assistance. If I can answer any further questions, do not hesitate to call. IRREVOCABLE LETTER OF CREDIT -Y ; "":4-; DATE: 5/13/94 No. 11A Advertising bank reference no. . Advising bank: .. For Account- of: The Bank of Tescott Schilling Road Development, L.P. ' 600 S. Santa Fe . Salina,. KS 67401 • . • To beneficiary: Amount: $ 65.899.49 • . City of Salina. . 300 W. Ash . Salina, KS 67401 . Expiration Date: 5/13/99 • Gentlemen: . We hereby establish our irrevocable letter of credit in your favor. • available by payment for your drafts _ drawn at sight on and • accompanied by a statement signed by.an authorized representative of the City of Salina certifying that the amount of •the draft .presented therewith constitutes due, but unpaid, special. assessments covering the installation of the following described . improvements in the City of Salina, Kansas: . Water, Sanitary Sewer, Streets and Storm Drains. in Tasker Subdivision Phase II. (Project No. 94-898 ) Said special assessments having been levied against the. following described properties listed by legal description: Lots 12 through 21, Block 1; Lots 8 through 17, Block 2; Lots 9 • through 20, Block 3; Lots 8 through 19, Block 4; All .in Tasker Addition to the City of Salina, Saline County, Kansas. - Special Conditions: Partial drawings are permitted. . This original letter of credit must be presented with any drafts drawn not exceeding in the aggregate a total of $ 65.899.49 . • • Notwithstanding the expiration date noted -above, it is. understood that this letter of credit shall be 'automatically renewed for additional two-year periods unless we notify you inwriting at least sixty (60) days prior to the then relevant expiration date that it . will not be renewed at .which time you .may draw up to, the full • amount of the credit- available at' that time. .Upon development . • ,(issuance of occupancy permits by the City.of Salina) of 35 percent ofthe above-described properties, the City of Salina will, be written instruction, authorize the release of this letter' of credit. . Drafts. drawn hereunder must be marked "Drawn under The Bank of Tescott , Letter of Credit No. ' 11A , (Authorizing Institution) .• dated 5/13/94 ." •Advising bank's notification � We hereby engage .with you that all 'drafts drawn under and in • . .compliance with the terms of this • credit will be duly honored if drawn and. presented for payment at this office on or before the expiration' date of this credit. • Sincerely, • • • • . THE 13' OF • - . ' A tho j 'ng .Instit ti• • Place, date, name and � �.i I signature of the advising bank. :. th..rized .F • . t Lar• Fief; ce 40-sident . FINAL COST DISTRIBUTION PROJECT NO. 94-898 TASKER ADDITION STREETS, WATER & SANITARY SEWER CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 3115.0 C.Y. @ $ 4 .50 = $ 14,017.50 2. CONCRETE CURB & GUTTER 2423 .5 L.F. @ 8.00 = 19,388.00 3. REIN. CONC. VALLEY GUTTER, 7-1/2" 90.13 S.Y. @ 30.00 = 2,703 .90 4. ASPHALT PAVEMENT, 8" 4149 .07 S.Y. @ 13.25 = 54,975.18 5. SIDEWALK RAMPS 4 .0 EA. @ 500.00 = 2,000.00 15. DUCTILE IRON WATER PIPELINE, 6" 1398.0 L.F. @ 14 .60 = 20,410.80 16. DUCTILE IRON WATER PIPELINE, 12" 672 .5 L.F. @ 21.50 = 14,458.75 17. CAST IRON FITTINGS 0.38 TON @ 4,400.00 = 1,672.00 20. 16"x12" TAPPING VALVE & SLEEVE 1.0 EA. @ 3,530.00 = 3,530.00 21. RESILIENT SEAT WEDGE VALVE, 6" 5.0 EA. @ 315.00 = 1,575.00 22. PRESSURE REDUCING VALVE, 12" 1.0 EA. @ 12,370.00 = 12,370.00 23. FIRE HYDRANT & VALVE ASSEMBLY 2 .0 EA. @ 1,320.00 = 2,640.00 24 . CORPORATION STOP, 1-1/2" 4 .0 EA. @ 368.00 = 1,472 .00 25. CORPORATION STOP, 1" 15.0 EA. @ 140.00 = 2,100.00 26. CURB SHUTOFF VALVE & BOX, 1" 23 .0 EA. @ 130.00 = 2,990.00 27. COPPER SERVICE LINE, 1-1/2" 155.5 L.F. @ 9 .75 = 1,516.12 28. COPPER SERVICE LINE, 1" 126.7 L.F. @ 8.00 = 1,013 .60 29. COPPER WYE, 1-1/2" x 1" 4 .0 EA. @ 70.00 = 280.00 30. SEWER PIPELINE, 8" 507.2 L.F. @ 9 .00 = 4,564 .80 31. SEWER PIPELINE, 4" 514 .6 L.F. @ 9 .00 = 4,631.40 32 . SEWER TEES, 8" x 4" 14 .0 EA. @ 90.00 = 1,260.00 33 . MANHOLE - TYPE 1 3.0 EA. @ 1,150.00 = 3,450.00 34 . SPECIAL MANHOLE 1.0 EA. @ 1,600.00 = 1,600.00 35. EXTRA DEPTH MANHOLE 7.1 L.F. @ 90.00 = 639 .00 36. CONNECT TO EXISTING MANHOLE 1.0 EA. @ 275.00 = 275.00 39 . TRENCH & BACKFILL (8' -10' ) 507.2 L.F. @ 8.00 = 4,057.60 41A.SPECIAL TRENCH COMPACTION 684.0 L.F. @ 5.00 = 3,420.00 42 . CONSTRUCTION STAKING 0.38 L.S. @ 8,300.00 = 3,154.00 42A.CONSTRUCTION-STAKING 0.47 L.S. @ 3,000.00 = 1,410.00 43. WATER 0.10 L.S. @ 500.00 = 50.00 48. REGRADE WATER VALVE 2 .0 EA. @ 275.00 = 550.00 49 . REGRADE MANHOLE 1.0 EA. @ 295.00 = 295.00 SUB TOTAL: - $188,469 .65 10% ENGINEERING & CONTINGENCIES: $ 18,846.97 INTEREST & ISSUING: $ 12,446.54 TOTAL: $219,763 .16 DON HOFF, DIRECTOR OF ENG. & UTILITIES SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF , 1994 . JUDY LONG, CITY CLERK • TASKER ADDITION to the City of Salina,Kansas • DISTRIBUTION OF COSTS Property Adjusted Per Streets Streets Sanitary Description Front Footage Each Tasker Ln Ray Ave Sewer Water Total Block 1 Lot 12 60.00 1.00 $2,258.38 $604.08 $0.00 $3,341.23 $6,203.69 Lot 13 80.00 1.00 $3,011.17 $805.44 1,384.85 $3,341.23 8,542.69 Lot 14 80.00 1.00 $3,011.17 $805.44 1,384.85 $3,341.23 8,542.69 Lot 15 80.00 1.00 $3,011.17 -$805.44 1,384.85 $3,341.23 8,542.69 Lot 16 80.00 1.00 $3,011.17 $805.44 1,384.85 $3,341.23 8,542.69 Lot 17 80.00 1.00 $3,011.17 $805.44 1,384.85 $3,341.23 8,542.69 Lot 18 88.00 1.00 $3,312.28 $885.99 1,384.85 $3,341.23 8,924.35 Lot 19 119.60 1.00. $4,501.70 $1,204.14 1,384.85 $3,341.23 10,431.92 Lot20 98.40 1.00 $3,703.74 $990.69 1,384.85 $3,341.23 9,420.51 Lot 21 95.00 1.00 $3,575.76 $956.46 1,384.84 $3,341.23 9,258.29 Block 2 Lot8 80.00 1.00 3,024.19 1,529.14 0.00 $3,341.23 7,894.56 Lot9 80.00 1.00 3,024.19 1,529.14 1,384.84 $3,341.23 9,279.40 Lot 10 . 80.00 1.00 3,024.19 1,529.14 1,384.84 $3,341.23 9,279.40 Lot 11 71.50 1.00 2,702.86 1,366.67 1,384.84 $3,341.23 8,795.60 Lot 12 71.50 1.00 2,702.86 1,366.67 1,384.84 $3,341.23 8,795.60 Lot 13 96.70 1.00 3,655.49 1,848.34 1,384.84 $3,341.23 10,229.90 Lot 14 95.00 1.00 3,591.23 1,815.85 1,384.84 $3,341.23 10,133.15 Lot 15 80.00 1.00 3,024.19 1,529.14 1,384.84 $3,341.23 9,279.40 Lot 16 80.00 1.00 3,024.19 1,529.14 0.00 $3,341.23 7,894.56 Lot 17 80.00 1.00 3,024.19 1,529.14 0.00 $3,341.23 7,894.56 Block 3 Lot9 114.40 1.00 0.00 1,913.28 0.00 0.00 1,913.28 Lot 10 100.00 1.00 0.00 1,672.45 0.00 0.00 1,672.45 Lot 11 70.00 1.00 0.00 1,170.72 0.00 $3,341.22 4,511.94 Lot 12 70.00 1.00 - 0.00 1,170.72 1,384.84 $3,341.22 5,896.78 Lot 13 95.00 1.00 0.00 1,588.83 1,384.84 $3,341.22 6,314.89 Lot 14 93.00 1.00 0.00 1,555.38 0.00 0.00 . 1,555.38 Lot 15 70.00 1.00 0.00 1,170.72 0.00 0.00 1,170.72 Lot 16 70.00 1.00 0.00 1,170.72 0.00 0.00 1,170.72 Lot 17 97.20 1.00 0.00 1,625.62 0.00 0.00 1,625.62 Lot 18 75.00 1.00 0.00 1,254.34 0.00 0.00 1,254.34 Lot 19 76.20 1.00 0.00 1,274.41 0.00 0.00 1,274.41 Lot 20 . 76.20 1.00 0.00 1,274.41 0.00 0.00 1,274.41 Block 4 Lot 8 80.00 .1.00 0.00 678.93 0.00 0.00 678.93 • Lot 9 80.00 1.00 0.00 678.93 0.00 0.00 678.93 Lot 10 80.00 1.00 0.00 678.93 0.00 0.00 678.93 Lot•11 70.00 1.00 0.00 594.07 0.00 0.00 594.07 Lot 12 • 70.00 1.00 0.00 594.07 0.00 0.00 594.07 ' Lot 13 85.40 1.00 0.00 724.76 0.00 0.00 724.76 Lot 14 141.20 1.00 0.00 1,198.32 0.00 0.00 1,198.32 Lot 15 110.20 1.00 0.00 935.23 0.00 0.00 935.23 Lot 16 • 105.60 1.00 - 0.00 896.20 0.00 0.00 896.20 Lot 17 70.00 1.00 0.00 594.07 0.00 0.00 • 594.07 Lot 18 70.00 1.00 0.00 594.07 0.00 0.00 594.07 Lot 19 95.00 1.00 0.00 806.24 1,384.84 $3,341.22 5,532.30 Total: $63,205.29 $50,056.35 $26,312.04 $80,189.48 $219,763.16 • FINAL COST DISTRIBUTION PROJECT NO. 94-898 TASKER ADDITION STREETS, WATER & SANITARY SEWER CHARGEABLE TO CITY: NONE DON HOFF, DIRECTOR OF ENG. & UTILITIES SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF , 1994 . JUDY LONG, CITY CLERK • FINAL COST DISTRIBUTION PROJECT NO. 94-898 • TASKER ADDITION Water & Sanitary Sewer CHARGEABLE TO PROPERTY OWNER: 15. DUCTILE IRON WATER PIPELINE, 6" 1398.0 L.F. @ 14 .60 = 20,410.80 16. DUCTILE IRON WATER PIPELINE, 12" 672 .5 L.F. @ 21.50 = 14,458.75 17. CAST IRON FITTINGS 0.38 TON @ 4,400.00 = 1,672 .00 20. 16"x12" TAPPING VALVE & SLEEVE 1.0 EA. @ 3,530.00 = 3,530.00 21. RESILIENT SEAT WEDGE VALVE, 6" 5.0 EA. @ 315.00 = 1,575.00 22. PRESSURE REDUCING VALVE, 12" 1.0 EA. @ 12,370.00 = 12,370.00 23. FIRE HYDRANT & VALVE ASSEMBLY - 2 .0 EA. @ 1,320.00 = 2,640.00 24. CORPORATION STOP, 1-1/2" 4 .0 EA. @ 368.00 = 1,472.00 25. CORPORATION STOP, 1" 15.0 EA. @ 140.00 = 2,100.00 26. CURB SHUTOFF VALVE & BOX, 1" 23 .0 EA. @ 130.00 = 2,990.00 27. COPPER SERVICE LINE, 1-1/2" 155.5 L.F. @ 9 .75 = 1,516.12 28. COPPER SERVICE LINE, 1" 126.7 L.F. @ 8.00 = 1,013.60 29. COPPER WYE, 1-1/2" x 1" 4 .0 EA. @ 70.00 = 280.00 30. SEWER PIPELINE, 8" 507.2 L.F. @ 9 .00 = 4,564.80 31. SEWER PIPELINE, 4" 514 .6 L.F. @ 9 .00 = 4,631.40 32. SEWER TEES, 8" x 4" 14 .0 EA. @ 90.00 = 1,260.00 33. MANHOLE - TYPE 1 3 .0 EA. @ 1,150.00 = 3,450.00 34. SPECIAL MANHOLE 1.0 EA. @ 1,600.00 = 1,600.00 35. EXTRA DEPTH MANHOLE 7.1 L.F. @ 90.00 = 639.00 36. CONNECT TO EXISTING MANHOLE 1.0 EA. @ 275.00 = 275.00 39. TRENCH & BACKFILL (8' -10' ) 507.2 L.F. @ 8.00 = 4,057.60 41A.SPECIAL TRENCH COMPACTION 684 .0 L.F. @ 5.00 = 3,420.00 42A.CONSTRUCTION STAKING 0.47 L.S. @ 3,000.00 = 1,410.00 SUB TOTAL: $ 91,336.07 10$ ENGINEERING & CONTINGENCIES: $ 9,133 .61 INTEREST & ISSUING: $ 6,031.84 TOTAL: $106,501.52 FINAL COST DISTRIBUTION PROJECT NO. 94-898 TASKER ADDITION Water CHARGEABLE TO PROPERTY OWNER: 15. DUCTILE IRON WATER PIPELINE, 6" 1398.0 L.F. @ 14 .60 = 20,410.80 16. DUCTILE IRON WATER PIPELINE, 12" 672 .5 L.F. @ 21.50 = 14,458.75 17. CAST IRON FITTINGS 0.38 TON @ 4,400.00 = 1,672.00 20. 16"x12" TAPPING VALVE & SLEEVE 1.0 EA. @ 3,530.00 = 3,530.00 21. RESILIENT SEAT WEDGE VALVE, 6" 5.0 EA. @ 315.00 = 1,575.00 22. PRESSURE REDUCING VALVE, 12" 1.0 EA. @ 12,370.00 = 12,370.00 23. FIRE HYDRANT & VALVE ASSEMBLY 2 .0 EA. @ 1,320.00 = 2,640.00 24 . CORPORATION STOP, 1-1/2" 4.0 EA. @ 368.00 = 1,472 .00 25. CORPORATION STOP, 1" 15.0 EA. @ 140.00 = 2,100.00 26. CURB SHUTOFF VALVE & BOX, 1" 23 .0 EA. @ 130.00 = 2,990.00 27. COPPER SERVICE LINE, 1-1/2" 155.5 L.F. @ 9 .75 = 1,516.12 28. COPPER SERVICE LINE, 1" 126.7 L.F. @ 8.00 = 1,013.60 29. COPPER WYE, 1-1/2" x 1" 4 .0 EA. @ 70.00 = 280.00 41A.SPECIAL TRENCH COMPACTION 337.0 L.F. @ 5.00 = 1,685:00 42A.CONSTRUCTION STAKING 0.3525 L.S. @ 3,000.00 = 1,057.50 SUB TOTAL: $ 68,770.77 10%s ENGINEERING & CONTINGENCIES: $ 6,877.08 INTEREST & ISSUING: $ 4,541.63 TOTAL: $ 80,189 .48 DISTRIBUTION OF COST Property Adjusted Per Description Front Footage Each Water Block 1 Lot 12 60.00 1.00 $ 3,341.23 Lot 13 80.00 1.00 3,341.23 Lot 14 . 80.00 1.00 3,341.23 Lot 15 80.00 1.00 3,341.23 Lot 16 80.00 1.00 3,341.23 Lot 17 80.00 1.00 3,341.23 Lot 18 88.00 1.00 3,341.23 Lot 19 119 .60 1.00 3,341.23 Lot 20 98.40 1.00 3,341.23 Lot 21 95.00 1.00 3,341.23 Block 2 Lot 8 80.00 1.00 $ 3,341.23 Lot 9 80.00 1.00 3,341.23 Lot 10 80.00 1.00 3,341.23 Lot 11 71.50 1.00 3,341.23 Lot 12 71.50 1.00 3,341.23 Lot 13 96.70 1.00 3,341.23 Lot 14 95.00 1.00 3,341.23 Lot 15 80.00 1.00 3,341.23 Lot 16 80.00 1.00 3,341 .23 Lot 17 80.00 1.00 3,341.23 Block 3 Lot 11 70.00 1.00 $ 3,341.22 Lot 12 70.00 1.00 3,341.22 Lot 13 95.00 1.00 3,341.22 Block 4 Lot 19 95.00 1.00 $ 3,341.22 Total: $80,189 .48 FINAL COST DISTRIBUTION PROJECT NO. 94-898 TASKER ADDITION Sanitary Sewer CHARGEABLE TO PROPERTY OWNER: 30. SEWER PIPELINE, 8" 507.2 L.F. @ 9 .00 = 4,564 .80 31. SEWER PIPELINE, 4" 514 .6 L.F. '@ 9 .00 = 4,631.40 32. SEWER TEES, 8" x 4" 14.0 EA. @ 90.00 = 1,260.00 33. MANHOLE - TYPE 1 3 .0 EA. @ 1,150.00 = 3,450.00 34 . SPECIAL MANHOLE 1.0 EA. @ 1,600.00 = 1,600.00 35. EXTRA DEPTH MANHOLE 7.1 L.F. @ 90.00 = 639.00 36. CONNECT TO EXISTING MANHOLE 1.0 EA. @ 275.00 = 275.00 39 . TRENCH & BACKFILL (8'-10' ) 507.2 L.F. @ 8.00 = 4,057.60 41A.SPECIAL TRENCH COMPACTION 347.0 L.F. @ 5.00 = 1,735.00 42A.CONSTRUCTION STAKING 0.1175 L.S. @ 3,000.00 = 352 .50 SUB TOTAL: $ 22,565.30 10$ ENGINEERING & CONTINGENCIES: $ 2,256.53 INTEREST & ISSUING: $ 1,490.21 TOTAL: $ 26,312 .04 DISTRIBUTION OF COST Property Adjusted Per Sanitary Description Front Footage Each Sewer Block 1 Lot 13 80.00 1.00 1,384 .85 Lot 14 80.00 1.00 1,384 .85 Lot 15 80.00 1.00 1,384 .85 Lot 16 80.00 1.00 1,384 .85 Lot 17 80.00 1.00 1,384 .85 Lot 18 88.00 1.00 1,384 .85 Lot 19 119.60 1.00 1,384 .85 Lot 20 98.40 1.00 1,384.85 Lot 21 95.00 1.00 1,384.84 Block 2 Lot 9 80.00 1.00 1,384 .84 Lot 10 80.00 1.00 1,384 .84 Lot 11 71.50 1.00 1,384 .84 Lot 12 71.50 1.00 1,384 .84 • Lot 13 96.70 1.00 1,384.84 Lot 14 95.00 1.00 1,384.84 Lot 15 80.00 1.00 1,384 .84 Block 3 Lot 12 70.00 1.00 1,384 .84 Lot 13 95.00 1.00 1,384 .84 Block 4 Lot 19 95.00 1.00 $ 1,384 .84 Total: $26,312.04 • FINAL COST DISTRIBUTION PROJECT NO. 94-898 TASKER ADDITION STREETS CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 3115.0 C.Y. @ $ 4 .50 = $ 14,017.50 2. CONCRETE CURB & GUTTER 2423 .5 L.F. . 8.00 = 19,388.00 3. REIN. CONC. VALLEY GUTTER, 7-1/2" 90.13 S.Y. Q 30.00 = 2,703 .90 4. ASPHALT PAVEMENT, 8" 4149 .07 S.Y. Q 13 .25 = 54,975.18 5. SIDEWALK RAMPS 4 .0 EA. © 500.00 = 2,000.00 42. CONSTRUCTION STAKING 0.38 L.S. © 8,300.00 = 3,154 .00 43B.WATER 0.10 L.S. 500.00 = 50.00 48. REGRADE WATER VALVE 2 .0 EA. Q 275.00 = 550.00 49. REGRADE MANHOLE 1.0 EA. © 295.00 = 295.00 SUB TOTAL: $ 97,133 .58 10% ENGINEERING & CONTINGENCIES: $ 9,713 .36 INTEREST & ISSUING: $ 6,414.70 TOTAL: $113,261.64 • • • FINAL COST DISTRIBUTION PROJECT NO. 94-898 TASKER ADDITION STREETS Ray Avenue from S Line of Lot 18, Block 2 to Schilling Road CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 1298.0 C.Y. @ $ 4 .50 = $ 5,841.00 2. CONCRETE CURB & GUTTER 1009 .6 L.F. @ 8.00 = 8,076.80 3. REIN. CONC. VALLEY GUTTER, 7-1/2" 45.07 S.Y. @ 30.00 = 1,352.10 4. ASPHALT PAVEMENT, 8" 1877.97 S.Y. @ 13.25 = 24,883.10 5. SIDEWALK RAMPS 2 .0 EA. @ 500.00 = 1,000.00 42. CONSTRUCTION STAKING 0.16 L.S. @ 8,300.00 = 1,328.00 43 . WATER 0.05 L.S. @ 500.00 = 25.00 48. REGRADE WATER VALVE 1.0 EA. @ 275.00 = 275.00 49 . REGRADE MANHOLE 0.5 EA. @ 295.00 = 147.50 SUB TOTAL: $ 42,928.50 10$ ENGINEERING & CONTINGENCIES: $ 4,292 .85 INTEREST & ISSUING: $ 2,835.00 TOTAL: $ 50,056.35 • FINAL COST DISTRIBUTION PROJECT NO. 94-898 • TASKER ADDITION STREETS Ray Avenue from S Line of Lot 18, Block 2 to Tasker Lane CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 890.0 C.Y. Cs? $ 4 .50 = $ 4,005.00 2. CONCRETE CURB & GUTTER 692.3 L.F. @ 8.00 = 5,538.40 3. REIN.CONC. VALLEY GUTTER,7-1/2" 22.53 S.Y. 30.00 = 675.90 4. ASPHALT PAVEMENT, 8" 1,208.00 S.Y. Q 13 .25 = 16,006.00 5. SIDEWALK RAMPS 1.0 EA. Q 500.00 = 500.00 42. CONSTRUCTION STAKING 0.11 L.S. © 8,300.00 = 913 .00 43 . WATER 1.0 Pt.L.S. Q 500.00 = 12 .50 49. REGRADE MANHOLE 0.5 EA. Q 295.00 = 147.50 SUB TOTAL: $ 27,798.30 10% ENGINEERING & CONTINGENCIES: $ 2,779 .83 INTEREST & ISSUING: $ 1,835.80 TOTAL: $ 32,413 .93 FINAL COST DISTRIBUTION PROJECT NO. 94-898 TASKER ADDITION STREETS E 1/2 Ray Avenue from S Line Lot 18, Block 2 to Tasker (Berkley) Lane CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 473 .0 C.Y. @ $ 4 .50 = $ 2,128.50 2. CONCRETE CURB & GUTTER 368.3 L.F. @ 8.00 = 2,946.40 4 . ASPHALT PAVEMENT, 8" 639 .0 S.Y. @ 13 .25 = 8,466.75 5. SIDEWALK RAMPS 0.5 EA. @ 500.00 = 250.00 42 . CONSTRUCTION STAKING 0.06 L.S. @ 8,300.00 = 498.00 43 . WATER 1.0Pt.L.S. @ 500.00 = 6.25 49 . REGRADE MANHOLE 0.5 EA. @ 295.00 = 147.50 SUB TOTAL: $ 14,443.40 10$ ENGINEERING & CONTINGENCIES: $ 1,444 .34 ' INTEREST & ISSUING: $ 953.84 TOTAL: $ 16,841.58 DISTRIBUTION OF COST Property Adjusted Streets Description Front Footage Ray Avenue Block 3 Lot 9 114.40 $ 1,913 .28 Lot 10 100.00 1,672 .45 Lot 11 70.00 1,170.72 Lot 12 70.00 1,170.72 Lot 13 95.00 1,588.83 Lot 14 93 .00 1,555.38 Lot 15 70.00 1,170.72 Lot 16 70.00 1,170.72 Lot 17 97.20 1,625.62 Lot 18 75.00 1,254 .34 Lot 19 76.20 1,274 .41 Lot 20 76.20 1,274 .41 Total: $16,841.58 FINAL COST DISTRIBUTION PROJECT NO. 94-898 TASKER ADDITION STREETS W 1/2 Ray Avenue from S Line Lot 18, Block 2 to Tasker Lane CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 417.0 C.Y. @ $ 4 .50 = $ 1,876.50 2. CONCRETE CURB & GUTTER 324 .0 L.F. @ 8.00 = 2,592.00 3. REIN. CONC. VALLEY GUTTER, 7-1/2" 22 .53 S.Y. @ 30.00 = 675.90 4. ASPHALT PAVEMENT, 8" . 569 .0 S.Y. @ 13.25 = 7,539 .25 5. SIDEWALK RAMPS 0.5 EA. @ 500.00 = 250.00 42. CONSTRUCTION STAKING 0.05 L.S. @ 8,300.00 = 415.00 43 . WATER 0.0125. L.S. @ 500.00 = 6.25 SUB TOTAL: $ 13,354 .90 10$ ENGINEERING & CONTINGENCIES: $ 1,335.49 INTEREST & ISSUING: $ 881.96 TOTAL: $ 15,572 .35 • DISTRIBUTION OF COST Property Adjusted Streets Description Front Footage Ray Avenue Block 2 Lot 8 80.00 $ 1,529 .14 Lot 9 80.00 1,529 .14 Lot 10 80.00 1,529 .14 Lot 11 71.50 1,366.67 Lot 12 71.50 1,366.67 Lot 13 96.70 1,848.34 Lot 14 95.00 1,815.85 Lot 15 80.00 1,529 .14 Lot 16 80.00 1,529 .14 Lot 17 80.00 1,529 .14 Total: $15,572.35 FINAL COST DISTRIBUTION PROJECT NO. 94-898 TASKER ADDITION STREETS Ray Avenue from Tasker Lane to Schilling Road CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 408.0 C.Y. $ 4 .50 = $ 1,836.00 2. CONCRETE CURB & GUTTER 317.3 L.F. 8.00 = 2,538.40 3. REIN. CONC. VALLEY GUTTER, 7-1/2" 22 .54 S.Y. 30.00 = 676.20 4. ASPHALT PAVEMENT', 8" 669 .97 S.Y. 13 .25 = 8,877.10 5. SIDEWALK RAMPS 1.0 EA. Q 500.00 = 500.00 42. CONSTRUCTION STAKING 0.05 L.S. © 8,300.00 = 415.00 43. WATER 0.025 L.S. @ 500.00 = 12 .50 48. REGRADE WATER VALVE 1.0 EA. © 275.00 = 275.00 SUB TOTAL: $ 15,130.20 10% ENGINEERING & CONTINGENCIES: $ 1,513.02 INTEREST & ISSUING: $ 999.20 TOTAL: $ 17,642.42 • FINAL COST DISTRIBUTION PROJECT NO. 94-898 TASKER ADDITION STREETS E 1/2 Ray Avenue from Tasker (Berkley) Lane to Schilling Road CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 222.0 C.Y. ® $ 4 .50 = $ 999 .00 2 . CONCRETE CURB & GUTTER 172 .8 L.F. Ca? 8.00 = 1,382 .40 4 . ASPHALT PAVEMENT, 8" 362.97 S.Y. © 13 .25 = 4,809 .35 5. SIDEWALK RAMPS 0.5 EA. Q 500.00 = 250.00 42 . CONSTRUCTION STAKING 0.03 L.S. C© 8,300.00 = 249 .00 43 . WATER 0.0125 L.S. cad 500.00 = 6.25 SUB TOTAL: $ 7,696.00 10% ENGINEERING & CONTINGENCIES: $ 769 .60 INTEREST & ISSUING: $ 508.24 TOTAL: $ 8,973 .84 • DISTRIBUTION OF COST Property Adjusted Streets Description Front Footage Ray Avenue Block 4 Lot 8 80.00 $ 678.93 Lot 9 80.00 678.93 Lot 10 80.00 678.93 Lot 11 70.00 594 .07 Lot 12 70.00 594 .07 Lot 13 85.40 724 .76 Lot 14 141.20 1,198.32 Lot 15 110.20 935.23 Lot 16 105.60 896.20 Lot 17 70.00 594 .07 Lot 18 70.00 594 .07 Lot 19 95.00 806.24 Total: $8,973.84 FINAL COST DISTRIBUTION PROJECT NO. 94-898 • TASKER ADDITION STREETS > W 1/2 Ray Avenue from Tasker Lane to Schilling Road CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 186.0 C.Y. Q $ 4 .50 = $ 837.00 2. CONCRETE CURB & GUTTER 144.5 L.F. 8.00 = 1,156.00 3. REIN.CONC. VALLEY GUTTER,7-1/2" 22 .54 S.Y. 30.00 = 676.20 4. ASPHALT PAVEMENT, 8" 307.0 S.Y. Q 13 .25 = 4,067.75 5. SIDEWALK RAMPS 0.5 EA. 500.00 = 250.00 42. CONSTRUCTION STAKING 0.02 L.S. © 8,300.00 = 166.00 43. WATER 0.0125 L.S. 500.00 = 6.25 48. REGRADE WATER VALVE 1.0 EA. © 275.00 = 275.00 SUB TOTAL: $ 7,434 .20 10$ ENGINEERING & CONTINGENCIES: $ 743 .42 INTEREST & ISSUING: $ 490.96 TOTAL: $ 8,668.58 DISTRIBUTION OF COST Property Adjusted Streets Description Front Footage Ray Avenue Block 1 Lot 12 60.00 $ 604 .08 Lot 13 80.00 805.44 Lot 14 80.00 805.44 Lot 15 80.00 805.44 Lot 16 80.00 805.44 Lot 17 80.00 805.44 Lot 18 88.00 885.99 Lot 19 119 .60 1,204.14 Lot 20 98.40 990.69 Lot 21 95.00 956.46 Total: $8,668.58 • FINAL COST DISTRIBUTION PROJECT NO. 94-898 TASKER ADDITION STREETS Tasker Lane from South Side Lot 7, Block 2 to Ray Avenue CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 1,817.0 C.Y. @ $ 4 .50 = $ 8,176.50 2 . CONCRETE CURB & GUTTER 1,413.9 L.F. @ 8.00 = 11,311.20 3. REIN.CONC. VALLEY GUTTER,7-1/2" 45.06 S.Y. @ 30.00 = 1,351.80 4. ASPHALT PAVEMENT, 8" 2,271.1 S.Y. @ 13 .25 = 30,092 .08 5. SIDEWALK RAMPS 2 .0 EA. @ 500.00 = 1,000.00 42. CONSTRUCTION STAKING 0.22 L.S. @ 8,300.00 = 1,826.00 43. WATER 0.05 L.S. @ 500.00 = 25.00 48. REGRADE WATER VALVE 1.0 EA. @ 275.00 = 275.00 49 . REGRADE MANHOLE 0.5 EA. @ 295.00 = 147.50 SUB TOTAL: $ 54,205.08 10% ENGINEERING & CONTINGENCIES: $ 5,420.51 INTEREST & ISSUING: $ 3,579.70 TOTAL: $ 63,205.29 FINAL COST DISTRIBUTION PROJECT NO. 94-898 • TASKER ADDITION • STREETS E 1/2 & N 1/2 Tasker Lane from S Line Lot 7, Block 2 to Ray Avenue CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 875.0 C.Y. $ 4 .50 = $ 3,937.50 2. CONCRETE CURB & GUTTER 681.0 L.F. Q 8.00 = 5,448.00 3. REIN.CONC. VALLEY GUTTER,7-1/2" 22 .53 S.Y. 30.00 = 675.90 4 . ASPHALT PAVEMENT, 8" 1,115.3 S.Y. 13 .25 = 14,777.73 5. SIDEWALK RAMPS 1.0 EA. Q 500.00 = 500.00 42 . CONSTRUCTION STAKING 0.11 L.S. © 8,300.00 = 913 .00 43 . WATER 0.025 L.S. 500.00 = 12.50 49 . REGRADE MANHOLE 0.5 EA. © 295.00 = 147.50 SUB TOTAL: $ 26,412 .13 10$ ENGINEERING & CONTINGENCIES: $ 2,641.21 INTEREST & ISSUING: $ 1,744 .26 TOTAL: $ 30,797.60 DISTRIBUTION OF COST Property Adjusted Streets Description Front Footage Tasker Lane Block 2 Lot 8 80.00 $ 3,024 .19 Lot 9 80.00 3,024 .19 Lot 10 80.00 3,024 .19 Lot 11 71.50 2,702 .86 Lot 12 71.50 2,702.86 Lot 13 96.70 3,655.49 Lot 14 95.00 3,591.23 Lot 15 80.00 3,024 .19 Lot 16 80.00 3,024 .19 Lot 1.7 80.00 3,024 .19 Total: $30,797.60 FINAL COST DISTRIBUTION PROJECT NO. 94-898 TASKER ADDITION STREETS W 1/2 & S 1/2 Tasker Lane from S Line Lot 7, Block 2 to Ray Avenue CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 942 .0 C.Y. $ 4 .50 = $ 4,239 .00 2. CONCRETE CURB & GUTTER 732 .9 L.F. C? 8.00 = 5,863.20 3. REIN.CONC. VALLEY GUTTER,7-1/2" 22 .53 S.Y. 30.00 = 675.90 4. ASPHALT PAVEMENT, 8" 1,155.8 S.Y. Q 13 .25 = 15,314 .35 5. SIDEWALK RAMPS. 1.0 EA. Q 500.00 = 500.00 42. CONSTRUCTION STAKING 0.11 L.S. ® 8,300.00 = 913 .00 43. WATER 0.025 L.S. @ 500.00 = 12 .50 48. REGRADE WATER VALVE 1.0 EA. ® 275.00 = 275.00 SUB TOTAL: $ 27,792 .95 10% ENGINEERING & CONTINGENCIES: $ 2,779.30 INTEREST & ISSUING: $ 1,835.44 TOTAL: $ 32,407.69 DISTRIBUTION OF COST Property Adjusted Streets Description Front Footage Tasker Lane Block 1 Lot 12 60.00 $ 2,258.38 Lot 13 80.00 3,011.17 Lot 14 80.00 3,011.17 Lot 15 80.00 3,011.17 Lot 16 80.00 3,011.07 Lot 17 80.00 3,011.17 Lot 18 88.00 3,312.28 Lot 19 119 .60 4,501.70 Lot 20 98.40 3,703 .74 Lot 21 95.00 3,575.76 Total: $32,407.69