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404 Improvements Austin Circle nzj ceC„�i £3 g-5c • DO NOT WRITE IN THIS SPACE _{ PETITION NUMBER 04/1, • • FILED '92 JUN 19 Rol 9 35 TO: THE GOVERNING BODY CITY OF SALINA. KS City of Salina, Kansas CITY CLERK'S OFFICE • • (A) We, the undersigned, being owners of record of property liable for assessment for the following improvements: The curbing, guttering, grading and paving of Austin Circle from Cloud Street north to Claflin Avenue. The installation of sanitary sewer tol,serve Lots 1 through 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 through 8, Block 1; Lots 1, 3, 5, 7, 9, 11, 13, 15, Block 2; Lots 8 through 19, Block 4; Lots 1, 3, 5, 7, 9, 11, 12, Block 5, Austin Subdivision. 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 One Hundred Forty Four Thousand, Seven Hundred Seventy Three and 50/100 dollars. ($ 144.773,50 (C) The extent of the proposed improvement district to be assessed as indicated on the attached plat and is described as follows: Lots 1 through 8, Block 1; Lots 1, 3, 5, 7, 9, 11, 13, 15, Block 2; Lots 8 through 19, Block 4; and Lots 1 , 3, 5, 7, 9, 11, 12, Block 5, all in Austin Subdivision to the City of Salina. (D) The proposed method of assessment is: Shall be based on adjusted front footage of each lot of land and 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 %) 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(l) as amended. *AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA*-k* * No name may be withdrawn from this petition after the Governing Body commences consideration * * of the petition or later than seven (7) days after this petition has been filed with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. 12-6804) * AAAAAAAAA***********AAAAAAk**A AAAAAAAk*AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA*AAAAAAAk*AAAAAAA..A-Ak**** Respectfully submitted by Telephone Number Date 6 Time Property owned within the Signature Residence of Signing proposed Improvement District Ys 6 7Liv8 /try Ca cal �(ft�� �� ,- " DO NOT WRITE IN THIS SPACE ! AUStin - "- ' PETITION NUMBER 1-10 sir) I Vlfi✓ 1 •• 1�L� v-vt\ 26 1552_ • `A L l 1a t� l w TO: THE GOVERNING BODY U � City of Salina, Kansas • (A) We, the undersigned, being owners of record of property liable for assessment for the following improvements: The curbing. guttering, grading and paving of Austin Circle from Cloud Street ro north of Claflin Avenue. serving Lots 1 through 8. Block 1 . Lots 1 . 3. 5. 7 . 9. 11 , 13. 15 Block 2; Lots 17, 18, .Block 4; Lots 1, 3, Block 15. The installation of sanitary sewer to serve Lots 1 through 8, Block 1 : Lots 1 , 3, 5. 7 . 9 . 11 , 13, 15, Block 2; Lots 16, 17 and 18, Block 4; and Lots 1 and 3, Block 5 , Austin Subdivision. The installation of a water main to serve' Lots 1 through 8, Block 1 ; Lots 1 , -3, 5 , 7, 9, 11 , 13, 15, Block 2; Lots 8 through 19, Block 4; Lots 1 , 3, 5, 7 , 9, 11 , 12, Block 5, Austin Sub- hereby propose that such improvement be made in themanner provided by Article 6a, Chapter 12 of the Kansas divi.sio: Statutes Annotated, as amended. • (B) The estimate or probable cost of such improvement is One Hundred Sixty Nine Thousand, Three Hundred Fifty Four and 75/100 Dollars. i! (S 169,354 .75 (C) The extent of the proposed improvement district to be assessed as indicated on the attached plat and is described as follows: Lots 1 through 8, Block 1; Lots 1 , 3, 5, 7 , 9, 11 , 13, 15, Block 2; Lots 7 through 18, Block 4; and Lots 1 , 3, 5, 7, 9, 11, 12, Block 5, all in Austin Subdivision to the City of Salina. (0) The proposed method of assessment is: Shall be based on adjusted front footage of each lot of O p p Sha b adjusted g land and 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 %) 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. Y.*** * 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) �h * A.AAAtt Respectfully submitted � �e C, Tel Number 9fJ�h >'-y7�6 Date 6 Time Property owned within the Signature Residence of Signing proposed Improvement District ..‹241111rr ot erJ�/Uit /& 7-.28-7z 0.4#1/-774-L--7- ty-psu , )C's ' �2 J _. _ . . ---- _ . -- - - - - -- . , - 613 -813 Laurie Subdivision . DEPARTMENT OF FINANCE AND ADMINISTRATION • r CITY CLERK 300 West Ash Street•P.O.Box 736 `�`' Salina.Kansas 67402-0736 Sauna Robert K.Biles.C.P.A.Director•Jude U Lone.Cite Clerk mac Telephone 1913)820-7240•FAX 1913)826 7244 1'_ October 7, 1994 Randall J. Graham Security Savings & Loan Association 317 S. Santa Fe Salina, KS 67401 Dear Mr. Graham: On June 28, 1993, Security Savings & Loan Association issued its Letter of Credit No. 188 on the account of Rodney L. Brummett, Sr. , Jonathan C. Cossette and Michael J. Rose, d/b/a Tehadran, a Joint Venture, in the favor of the City of Salina. One condition for release from this letter of credit was the development of 35 percent of the covered properties. The 35 percent development condition has been met; therefore, this letter is your authorization to release the aforementioned letter of credit. Thank you for your interest in helping develop our community. Please contact me should you have any questions. Very truly yours, Robert K. Biles Finance Director RKB/sc cc: Rodney Brummett Shawn O'Leary Judy D. Long • IRREVOCABLE LETTER OF CREDIT Date: June 28 , 1993 No. Advising bank reference no. 188 Advising bank: For account of: Rodney L. Brummett, Sr. , Security Savings & Loan Association Jonathan C. Cossette and Michael J. Rose, 317 S. Santa Fe d/b/a/ Tehadran, a Joint Venture Salina, Kansas 67401 To beneficiary: Amount: $79, 748 . 20 City of Salina 300 W. Ash Salina, KS 67401 Expiration date: June 28, 1998 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: Curb and gutters, street and sewer for Courtney Dr. , Blocks 1 and 2 , and Lot 26, Block 3 , Laurie Subdivision to the City of Salina, Saline County, Kansas (Project No. 93873 Said special assessments having been levied against the following described properties listed by legal description: Lots 1-7 , Block One and Lots 1-11, Block Two and Lots 1-3 , Block Three and Lot 26 Block Three, Laurie Subdivision 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 hereunder and the amount available shall be reduced by the amount of any drafts drawn not exceeding in the aggregate a total of $ 79, 748 . 20 . Upon development (issuance of occupancy permits by the City of Salina) of 35 percent of the above-described properties, the City of Salina will, by written instruction, authorize the release of this letter of credit. • Drafts drawn hereunder must be marked "Drawn under Security Savings and Loan Association, Authorizing Institution Letter of Credit No. 188 , dated June 28 , 1993 . " 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 yours, SECURITY SAVINGS AND LOAN ASSOCIATION Aut iz in►//g__ Instit ion Place, date, name and By 04A& IO fjf 04n•� signature of the advising bank. Authorized ignature taiattittrilSkir DEPARTMENT OF FINANCE AND ADMINISTRATION CITY CLERK • JUDY LONG City-County Building • 300 West Ash Street • P.O.Box 736 C I T Y Or Selina,Kansas 67402-0736 SAL'il A TELEPHONE(913)826-7240 • FAX(913)826-7244 March 29, 1996 The Bank of Tescott 600 S. Santa Fe Salina, Ks. 67401 RE: Letter of Credit, Project No. 93-873 Dear Sir: Please find enclosed the original Irrevocable Letter of Credit, issued for Schilling Road Development,L.P., in the amount of$160,765.00. The Engineering and Utilities Department of the City of Salina determined that they have met the 35%requirement(certificates of occupancy)needed to release the Letter of Credit. If you have any questions, please contact me. Sincerely, {� KX - • D. Lo City Clerk cc: Schilling Road Development Shawn O'Leary • ' DEPARTMENT DEPARTMENT OF ENGINEERING AND UTILITIES /F h DONALD E.HOFF,P.E.,Director • SHAWN O'LEARY,P.E.,Assistant Director Salina c i r 1 `rF o••c 300 West Ash Street • P.O.Box 736 • Salina,Kansas 67402-0736 tabs SALInn TELEPHONE(913)826-7290 • FAX(913)826-7244 I I I I I I MEMO TO: Rod Franz, Director of Finance and Admin. ation MEMO FROM: Shawn O'Leary, Engineering Departme SUBJECT: Letter of Credit, Tasker Subdivision Phase I DATE: March 29, 1996 Acting on the request of Mr. Doug Alt, partner in the Schilling Road Development L.P. and developers of the Tasker Subdivision, we have reviewed the status of development of the subdivision as it relates to their obligation for the attached letter of credit. It is our finding that 41.9 percent of the properties in the benefit district which received complete public improvements(streets, water, sanitary sewer and drainage) have in fact been isssued Certificates of Occupancy. Therefore, the special conditions set forth in the letter have been met and the letter may be released. It is my understanding that your office is responsible for providing the necessary release of the letter of credit and notifying the bank as well as the account holder of said release. It is our recommendation that the release be issued as soon as possible. Thank you for your help. If you have any further questions, please do not hesitate to call. cc: Don Hoff Roy Dudark Judy Long IRREVOCABLE LETTER OF CREDIT Date: 6/25/93 No. 4A 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: $ 160,765. 00 City of Salina 300 W. Ash Salina, KS 67401 Expiration date: 6/25/98 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 I. (Project No. 93-873 Said special assessments having been levied against the following described properties listed by legal description: see attachment Exhibit "A" 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 $ 160,765. 00 . 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 in writing 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. of the 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. 4A (Authorizing Institution) dated 6/25/93 . " 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 yours, THE BANK OF T COTT Authori 'n• nsti i Place, date, name and H z /" Y? signature of the advising bank. A or zed i to e/ Lar Fie ;/V a Pr ident • i.. It::.i.uucu us lulluws• A tract of land located in the Southwest Quarter (SW%a) of Section Thirty-six (36) , Township Fourteen (14) South, Range Three (3) West of the Sixth Principal Meridian in Saline County, Kansas described as follows: Commencing at the Southwest corner of said Southwest Quarter (SW%) of Section 36; thence S89°35 ' 56" E on the South line of said Southwest Quarter a distance of One Thousand Five Hundred Eighty- • five and Thirteen Hundredths (1585. 13) feet to the point of beginning of the tract to be described; thence N00°23 ' 05" E a distance of One Thousand Three Hundred Thirty-five and Twenty Hundredths (1335.20) feet to a point on the North line of the South Half of said Southwest Quarter; thence S89°36 ' 55" E on said North line a distance of One Thousand Twenty-four and Eighty-five Hundredths (1024.85) feet to a point on the West right-of-way line of the Union Pacific Railroad; thence S00°15 '23" W on said West right-of-way line a distance of One Thousand Three Hundred Thirty- five and Forty-nine Hundredths (1335.49) feet to a point on the South line of said Southwest Quarter of Section 36; thence N89°35' 56" W on said South line a distance of One Thousand Twenty- seven and Eighty-five Hundredths. (1027.85) feet to the point of beginning. is �i" �v yF '.•-•1411k, <fh 'its• t`1,•• . n:4-4 0.d• T �" w X .s '� J: " yr •Vatei ,+ or II AURA 2 6 10 14 18 0 6 12 18 1 ♦ I 7 7 x. . ' 7t If 7r I 7r IV n 7r I I 7r a a .w•' {' 7 I • 4 • 5 • 6 • ,7 • 8 4 I 9 • 10 • 11 • 12 • 13 H 14 b c 11 • 10 9 9 k 8 4th I II nr Wt - J Lr__ ) me J II •n 7/ n' 7r n©m 7r 7r 7r n•_ 1 7r_ CC a tt a 7t a 70 Nit II Pig, . 25 • 24 . 23 . 22 . 21.1 1 20 19 18 17 18 .I 115 h 12 F 13 14 1518 ! 17i # i I_ -. "!'ig 6 II it 74 72. re 74 9 13 3 7 11 S 9 1 5 11 Li 17 am m7Y 711 21 N I DRIB 11 II r r r r r :/. a r nor •' ' 1 ,r u 1%1 N 3 R 4 14 5 G . 0810 191 • wYG 13.$j! 2 1 ...© 5 1 81 1 Y An W— o --184 � °'J LW w r !J L7s a —me A•— ' 171.7r 1t Ian HS a .7 17175 II L I I l I 1 . a I f —O— u E n'u oo •1a SI KIM DINE 11 T— I— n 4 2 'I I 1 $ 1 i I 26 b 4 A I 1 r--------' --.� i� 3 Ski.YJ br W Ina _ - I If ,a ' _ { �0 k I 24 R.:.: Ib ys Rp '1 I' 104 1 nun nor II L 9�`r �tmm' i 22 gi 1 23 C. S X1 rr, 19 II w $ s 1(},r I �y ,mr 12{. to jI$ 10 $:. 1 8 Il 11 21 �(..• 4 • �k 23 11.8 $ S I• AVe ,nM R II $ 8 $ / 1 I umt II 3 a wj2 yl12 $. . I , 4a DI I1n21a 1•,: i $ 7 1 Li LL O 1$ 19 y .. Inns art II 'Y 13 $-: tm '� 'J�46� 7YK i:1 c• 'i$ 8 $ T ) tams . o. Inv I. // �—J II 14 $ n 1$ 10 I * - .`' a 'V k 4 19 .._ $ 9 b II / / I$ 17 $ • 10 < k e b1 I nos o r i �7 au ./ a.l m !` I$ 15 - 1. to Alt 18 ); . _ 10 1 $ 14 I ,a ' • I$ 18 $ . . II Rl j 937 % 4) we i 1$ to $W': -<F 12 � I 1g 60% '1141 maw Ik II tour ism I$ 13 $ 'lit....... 18 1 Y w m I$ 17 .• 113 1 1 004Y r 15 .p• 5 a r 1 nun • b. 4 1g 14 $•' 13 $I I 14 .p .-.4- .. 1 1 ,,, ' tl 7474 ,a ! . qtr , A 13 11 ,e w Litt 1 1Ok �I I a It r $ I DDITION z0 I 1 zt alb ,9 ADDi II II r Y/t/I I I a 1 ROAD II II 1 C.O. 'S CITY OF SAUNA DOW=1V7. OFFICIAL CITY MAP OF SOUTH VEST QUARTER 247 KEET !I 263 a""3 SE 36 T I. R3 EVt WV g01 NW 0CC LL26 0► PRELIMINARY ENGINEERING ESTIMATE AND FEASIBILITY REPORT PETITION NO. Y PROPOSED UTILITY IMPROVEMENT HOLMQUIST ESTATES PLANNED DEVELOPMENT DISTRICT TO THE CITY OF SALINA, KANSAS FILE NO. 92-2 MAY - 1992 DON HOFF, DIRECTOR OF ENG. & UTILITIES 1 ' PETITION NO. SCOPE OF WORK The installation of 6-inch water main including fittings, fire hydrants, valves, channel crossing and special trench compaction. BENEFIT DISTRICT Lots 1, 2, 3, 4, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19 and 20, Holmquist Estates Planned Development District 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 in ten (10) equal annual installments. The method of assessment shall be based on the total project cost divided equally among the nineteen (19) property tracts in the benefit district without regard to buildings or improvement of land. APPORTIONMENT OF COST COST CHARGEABLE TO PRIVATE PROPERTY: 1. 100% of the total cost of utility improvements. COST CHARGEABLE TO CITY: 1. No cost to City. PETITION NO. UTILITY IMPROVEMENTS HOLMQUIST ESTATE PLANNED DEVELOPMENT DISTRICT PRELIMINARY CONSTRUCTION ESTIMATE Total Costs 1. WATERMAIN, 6" 5,900 L.F. @ $ 12.00 = $ 70,800.00 2. C. I. FITTINGS 3 TONS @ 3,000.00 = 9,000.00 3. FIRE HYDRANTS 10 EA. @ 1,700.00 = 17,000.00 4. GATE VALVE, 6" 4 EA. @ 500.00 = 2,000.00 5. CHANNEL CROSSING 1 L.S. @ 5,000.00 = 5,000.00 6. SPECIAL TRENCH COMPACTION 400 L.F. @ 5.00 = 2,000.00 7. GRAVEL SURFACING 100 TON @ 20.00 = 2,000.00 8. WATER 1 L.S. @ 1,500.00 = 1,500.00 SUB TOTAL: $109,300.00 15% ENGINEERING & CONTINGENCIES: $ 16,395.00 TOTAL PROJECT COST: $125,695.00 • PETITION NO. DISTRIBUTION OF COST TO PROPERTY OWNER HOLMQUIST ESTATES POD EACH 6" WATER MAIN TOTAL Lot 1 1 $6,615. 53 $6,615.53 Lot 2 1 6,615.53 6,615.53 Lot 3 1 6,615.53 6,615.53 Lot 4 1 6,615.53 6,615.53 Lot 6 1 6,615. 53 6,615.53 Lot 7 1 6,615.53 6,615.53 Lot 8 1 6,615.53 6,615.53 Lot 9 1 6,615.53 6,615.53 Lot 10 1 6,615.53 6,615.53 Lot 11 1 6,615.53 6,615.53 Lot 12 1 6,615.53 6,615.53 Lot 13 1 6,615.53 6,615.53 Lot 14 1 6,615.52 6,615.52 Lot 15 1 6,615.52 6,615.52 Lot 16 1 6,615.52 6,615.52 Lot 17 1 6,615.52 6,615.52 Lot 18 1 6,615.52 6,615.52 Lot 19 1 6,615.52 6,615.52 Lot 20 1 6,615.52 6,615.52 TOTAL: $125,695.00 $125,695.00 ' .n - ::_ fi _. _•t •i__ _ j.' N. c. ��'• aO,:D -'I I IQS 91 > 6 ` m > \ i2.2 . i928 '922 88:5 BRIARWOOD ./ \y ear ? 3C UI:i.'y Easement %\ \ 147.3 III ` ` • \. 1 _ Nm f _ r3 �,+ww� \ i / oCO i 3 �1 N'> ra I I, .�N, e ♦ O 4\ N * / . u 2' C) =_.,,� 15 Utility E;m' _Im q, 'r _ ,.7. Fl\ cit vii c m m A .p S'. D _I ,. 'I'm , IG 1 \� I - ^'. \O \ev N 'I1 Q7 Gib I • �' I = e Wit\ �!— p, 19• C �\ '25 O a0 \1 m 833 •I: 7.I O (�' i 1 — a: i 82 t82S 1815 m e ' mI I ��•1 si 03 C71 W •• I 75 =g_ I_. IC, Utility azmt. N Ib yi \0 I�a N °' %: Z = BENEFIT TO 275. 1-, JBi DISTRICT ® - '..' O _ I ®I ® / X 8 C/1 �_ m a I e'� MO D ®v, o _ . N 23680' ■ ® N 343.90' 1111 l S $ c . x40 * 375' II 1 IIR1�i r � A D Z SI � �—Z o am rn Z o m le 't . 390• •''.. •I N Ili\ `e \ of _ �. ��N 30''O\ W �� Jj 74 92 \3. ' teN 11 r114:\° j)l. m. ,1 s \\N N 11. _�� e 18 5 11 6 t U J _ 11 ��9 22].2 \ \ • 0002 _ .. .. -:.' _ - 0091 — • 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: The installation of 6-inch water main including fittings, fire hydrants, valves, channel. • crossings and special trench compaction in the Holmquist Estates Planned Development District. • • hereby propose that such improvement be made in the manner provided by Article 6a, Chapter 12 of the Kansas Statutes Annotated, as amended. (8) The estimate or probable cost of such improvement is One Hundred Twenty Five Thousand Six Hundred Ninety Five and 007100 Dollars (f 125,695.00 (C) The extent of the proposed improvement district to be assessed as indicated on the attached plat and is described as follows: Lots 1, 2. 3, 4, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19 and 20, Holmquist Estates Planned Development District to the City of Salina, Kansas (D) The proposed method of assessment is: Based on the total project cost divided equally among the nineteen (19) property tracts in the benefit district without regard to buildings or improvement of land. (E) The proposed apportionment of costs between the improvement district and the City-at-large is: 100 percent ( 100 %) to be assessed against the improvement district and -0- 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 • Telephone Number Date 6 Time Property owned ni thin the Signature Residence of Signing proposed improvement District • 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 412- S59 l 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 17 and 18, 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 16, 17 and 18, 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 7 thru 18, 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 7 thru 18, 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 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 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 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" 2,700 S.Y. @ 15.00 = 40,500.00 3. VALLEY GUTTER 120 S.Y. -@ 25.00 = 3,000.00 4. CONCRETE CURB & GUTTER 1,700 L.F. @ 7.50 = 12,750.00 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: $68,525.00 15% ENGINEERING & CONTINGENCY: 10,278.75 TOTAL: $78,803.75 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 330 L.F. @ 6.50 = 2,145.00 18. WATER 1 L.S. @ 500.00 = 500.00 SUB TOTAL: $51,195.00 15% ENGINEERING + CONTINGENCY: 7,679.25 TOTAL: $58,874.25 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 450 L.F. @ 6.50 = 2,925.00 18. WATER 1 L.S. @ 500.00 = 500.00 SUB TOTAL: $27,545.00 15% ENGINEERING & CONTINGENCY: 4,131.75 TOTAL: $31,676.75 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 $51.91 $ 78,803.75 $0.00 $ 78,803.75 WATER SYSTEM 19.50 58,874.25 0.00 58,874.25 SANITARY SEWER SYSTEM 19.95 31,676.75 0.00 31,676.75 TOTAL: $91.36 $169,354.75 0.00 $169,354.75 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" 2,700 S.Y. @ 15.00 = 40,500.00 3. VALLEY GUTTER 120 S.Y. @ 25.00 = 3,000.00 4. CONCRETE CURB & GUTTER 1,700 L.F. @ 7.50 = 12,750.00 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 780 L.F. @ 6.50 = 5,070.00 18. WATER 1 L.S. @ 1,500.00 = 1,500.00 SUB TOTAL: - $147,265.00 15% ENGINEERING & CONTINGENCY: 22,089.75 TOTAL: $169,354.75 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 1 80.0 $ 4,153.19 $1,595.87 $ 1,877.83 $ 7,626.89 Lot 2 75.0 3,893.62 1,496.12 1,760.46 7,150.20 Lot 3 75.0 3,893.62. 1,496.12 1,760.46 7,150.20 Lot 4 75.0 3,893.62 1,496.12 1,760.46 7,150.20 Lot 5 75.0 3,893.62 1,496.12 1,760.46 7, 150.20 Lot 6 75.0 3,893.62 1,496.12 1,760.46 7,150.20 Lot 7 73.97 3,840.16 1,475.58 1,736.29 7,052.03 Lot 8 80.0 4,153.19 1,595.87 1,877.83 7,626.89 Block 2 Lot 1 80.0 4,153.19 1,595.87 1,877.83 7,626.89 Lot 3 75.0 3,893.62 1,496.12 1,760.46 7,150.20 Lot 5 75.0 3,893.62 1,496.12 1,760.46 7,150.20 Lot 7 75.0 3,893.62 1,496.12 1,760.46 7, 150.20 Lot 9 75.0 3,893.62 1,496.12 1,760.46 7,150.20 Lot 11 75.0 3,893.62 1,496.12 1,760.46 7,150.20 Lot 13 73.97 3,840.16 1,475.58 1,736.29 7,052.03 Lot 15 80.0 4,153.19 1,595.87 1,877.83 7,626.89 Block 4 Lot 7 93.56 0.00 0.00 1,824.09 1,824.09 Lot 8 80.32 0.00 0.00 1,565.97 1,565.97 Lot 9 80.0 0.00 0.00 1,559.73 1,559.73 Lot 10 78.86 0.00 0.00 1,537.50 1,537.50 Lot 11 89.0 0.00 0.00 1,735.20 1,735.20 Lot 12 89.0 0.00 0.00 1,735.20 1,735.20 Lot 13 72.91 0.00 0.00 1,421.50 1,421.50 Lot 14 70.0 0.00 0.00 1,364.76 1,364.76 Lot 15 70.0 0.00 0.00 1,643.10 1,643.10 Lot 16 70.0 0.00 1,396.39 1,643.10 3,039.49 Lot 17 70.0 3,634.05 1,396.39 1,643.10 6,673.54 Lot 18 80.0 4,153.19 1,595.87 1,877.83 7,626.89 Block 5 Lot 1 80.0 4,153.19 1,595.87 1,877.83 7,626.89 Lot 3 70.0 3,634.04 1,396.39 1,643.10 6,673.53 Lot 5 70.0 0.00 0.00 1,364.76 1,364.76 Lot 7 70.0 0.00 0.00 1,364.76 1,364.76 Lot 9 70.0 0.00 0.00 1,364.76 1,364.76 Lot 11 80.0 0.00 0.00 1,559.73 1,559.73 Lot 12 80.0 0.00 0.00 1,559.73 1,559.73 TOTAL: $78,803.75 $31,676.75 $58,874.25 $169,354.75 DO NOT WRITE IN THIS SPACE PETITION NUMBER FILED '92 JUL 21 Aid 11 26 CITY OF SALINA, KS CITY CLERK'S OFFICE 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: The curbing. gutterinv,_grading and paving of Austin Circle from Cloud Street to north of Claflin Avenue. serving Lots 1 through 8, Block 1 , Lots 1, 3. 5 . 7 . 9. 11 . 13. 1S, Block 2; Lots 17, 18, Block 4; Lots 1, 3, Block 5. The installation of sanitary sewer to serve Lots 1 through 8, Block 1 : 11, 13, 15, Block 2; Lots 16, 17 and 18, Block 4; and Lots 1 and 3, Block 5, Austin Subdivision. The installation of a water main to serve Lots 1 through 8, Block 1 ; Lots 1, 3, 5, 7, 9, 11 , 13, 15, Block 2; Lots 8 through 19, Block 4; Lots 1, 3, 5, 7, 9, 11 , 12, Block 5 , Austin Sub- hereby propose that such improvement be made in the manner provided by Article 6a, Chapter 12 of the Kansas division. Statutes Annotated, as amended. (8) The estimate or probable cost of such improvement is One Hundred Sixty Nine Thousand, Three Hundred Fifty Four and 75/100 Dollars. (S 169,354.75 (C) The extent of the proposed improvement district to be assessed as indicated on the attached plat and is described as follows: Lots 1 through 8, Block 1; Lots 1 , 3, 5, 7 , 9, 11, 13, 15, Block 2; Lots 7 through 18, Block 4; and Lots 1, 3, 5, 7, 9, 11, 12, Block 5, all in Austin Subdivision to the City of Salina. • (0) The proposed method of assessment is: Shall be based on adiusted front footage of each lot of land and 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 %) 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 Telephone Number Date & Time Property owned within the Signature Residence of Signing proposed Improvement District 1, ENGINEER'S ESTIMATE PROJECT NO. 92-859 SUBDIVISION IMPROVEMENTS-HOLMQUIST ESTATES WATER; AUSTIN SUBDIVISION WATER, SANITARY SEWER & STREETS ITEM / UNIT NO. DESCRIPTION QUANTITY UNIT PRICE TOTAL 1. COMMON EXCAVATION 750 C.Y. $ 12.50 $ 9,375.00 2. CONCRETE CURB & GUTTER 1,700 L.F. 7.50 12,750.00 3. REINFORCED CONCRETE PVMT. , 7-1/2" 120 S.Y. 30.00 3,600.00 4. REMOVE & REPLACE CONC. PVMT. 86 S.Y. 40.00 3,440.00 5. REMOVE & REPLACE BITUMINOUS PVMT. 15 S.Y. 35.00 525.00 6. ASPHALT PAVEMENT, 8" 2,700 S.Y. 15.00 40,500.00 7. STORM SEWER (RCAP) 21" x 15" 60 L.F. 30.00 1,800.00 8. PIPE END SECTION (RCAP) 21" x 15" 1 EA. 300.00 300.00 9. D. I. WATER PIPELINE, 6" 8,250 L.F. 15.00 123,750.00 10. C. I. FITTINGS 3.5 TON 3,000.00 10,500.00 11. TAPPING SLEEVE & VALVE, 6" x 6" 1 EA. 1,700.00 1,700.00 12. RESILIENT SEAT/WEDGE VALVE, 6" 9 EA. 400.00 3,600.00 13. FIRE HYDRANT & VALVE ASSEMBLY 15 EA. 1,700.00 25,500.00 14. CORPORATION STOP, 1-1/2" 11 EA. 185.00 2,035.00 15. CURB SHUTOFF VALVE & BOX, 1" 22 EA. 85.00 1,870.00 16. COPPER SERVICE LINE, 1-1/2" 520 L.F. 7.00 3,640.00 17. COPPER WYE, 1-1/2" x 1" x 1" 11 EA. 200.00 2,200.00 18. CLAY PIPELINE, 8" 960 L.F. 12.00 11,520.00 19. CLAY PIPELINE, 4" 420 L.F. 8.00 3,360.00 20. CLAY TEES, 8" x 4" 21 EA. 100.00 2,100.00 21. MANHOLE - TYPE I 3 EA. 1,200.00 3,600.00 22. EXTRA DEPTH MANHOLE 3 L.F. 100.00 300.00 23. TRENCH & BACKFILL (6'- 8' ) 685 L.F. 3.00 2,055.00 24. TRENCH & BACKFILL (8'- 10' ) 275 L.F. 4.00 1,100.00 25. SPECIAL TRENCH COMPACTION 780 L.F. 6.00 4,680.00 26. RIVER CHANNEL CROSSING 1 L.S. 5,000.00 5,000.00 27. TREE REMOVAL 2 EA. 300.00 600.00 28. ROCK SURFACING 250 TON 15.00 3,750.00 29. CONSTRUCTION STAKING 1 L.S. 3,000.00 3,000.00 30. WATER 1 L.S. 1,200.00 1,200.00 TOTAL ENGINEER'S ESTIMATE: $ 289,350.00 0t �s O' je,Tee„. ,, P- eT S LEARY, ASST. Dyacc.CTOR OF ENG. & UTILITIES SUBSCRIBED AND SWORN TO BEFORE ME THIS 1l� DAY OF .0 u. t , 1992 niWW JACQUE INE SHIEVER, CITY CLERK - q3 - 812 PRELIMINARY ENGINEERING ESTIMATE AND FEAS?BILITY REPORT PETITION NO. PROPOSED STREET AND UTILITY IMPROVEMENTS PART OF AUSTIN SUBDIVISION TO THE CITY OF SALINA, KANSAS FILE NO. 93-2 JANUARY-1993 DON HOFF, DIRECTOR OF ENGINEERING & UTILITIES TCOPE OF WORK The curbing, guttering, grading and paving of Austin Circle from the north line of Lot 17, Block 4, Austin Subdivision to the south line of Lot 1, Block 4, Austin Subdivision to serve Lots 1 through 16, Block 4; Lots 2, 4 , 5 through 12, Block 5 , Austin Subdivision. The installation of a sanitary sewer main to serve Lots 2, 4, 6, 8, 10, 12, 14, 16, Block 2; Lots 1 through 8, Block 3; Lots 1 through 15, Block 4; Lots 2, 4, 5 through 12, Block 5, Austin Subdivision. The installation of a water main to serve Lots 2, 4, 6, 8, 10, 12, 14, 16, Block 2; Lots 1 through 8, Block 3; Lots 1 through 14, Block 4; Lots 2, 4, 5 through 12, Block 5, Austin Subdivision. BENEFIT DISTRICT Lots 2, 4, 6, 8, 10, 12, 14, 16, Block 2; Lots 1 through 8, Block 3; Lots 1 through 16, Block 4; Lots 2, 4 , 5 through 12, Block 5, Austin Subdivision 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 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 PART OF 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 $ 70.47 $137 ,741 .25 $0.00 $137,741.25 WATER SYSTEM $ 18.80 $ 50,772.50 $0.00 $ 50,772.50 SANITARY SEWER SYSTEM $ 12.80 $ 51,603.38 $0.00 $ 51,603.38 TOTAL : $102.07 $240,117 . 13 $0.00 $240, 117. 13 PETITION NO. PRELIMINARY ESTIMATE OF PART OF AUSTIN SUBDIVISION TOTAL PROJECT COSTS ( Including Streets, Water, Sanitary Sewer) 1. COMMON EXCAVATION 4,200 C.Y. @ $ 12.50 = $52,500.00 2 . ASPHALT OR CONCRETE PAVEMENT 3,200 S.Y. @ 15.00 = 48,000.00 3. VALLEY GUTTER 95 S.Y. @ 25.00 = 2,375.00 4. CONCRETE CURB & GUTTER 2,050 L.F. @ 8.00 = 16,400.00 5. C. I . PIPELINE, 6" 1,420 L.F. @ 15.00 = 21,300.00 6. C. I . FITTINGS 0.30 TON @ 3,000.00 = 900.00 7. FIRE HYDRANT 4 EA. @ 1,700.00 = 6,800.00 8. 6" x 6" TAPPING VALVE & SLEEVE 1 EA. @ 1,400.00 = 1,400.00 9. GATE VALVE, 6" 4 EA. @ 400.00 = 1,600.00 10. WATER SERVICE, 1-1/2" 21 EA. @ 400.00 = 8,400.00 11. SEWER PIPELINE, 8" 1,480 L. F. @ 16.00 = 23,680.00 12. SEWER PIPELINE, 4" 765 L. F. @ 8.00 = 6,120.00 13. STANDARD MANHOLE (TYPE I) 5 EA. @ 1,200.00 = 6,000.00 14. SEWER TEES, 8" x 4" 36 EA. @ 100.00 = 3,600.00 15. SPECIAL TRENCH COMPACTION 1,265 L.F. @ _ 6.50 = 8,222.50 16. WATER I L.S. @ 1,500.00 = 1 ,500.00 SUB TOTAL: $208,797.50 15% ENGINEERING & CONTINGENCY: 31,319.63 TOTAL: $240,117.13 PETITION NO. PRELIMINARY ESTIMATE OF PART OF AUSTIN SUBDIVISION PROJECT COSTS (Street Improvements only) 1. COMMON EXCAVATION 4,200 C.Y. @ $ 12.50 = $52,500.00 2. ASPHALT OR CONCRETE PAVEMENT 3,200 S.Y. @ 15.00 = 48,000.00 3. VALLEY GUTTER 95 S.Y. @ 25.00 = 2,375.00 4 . CONCRETE CURB & GUTTER 2 ,050 L.F. @ 8.00 = 16,400.00 16. WATER 1 L.S. @ 500.00 = 500.00 SUB TOTAL: $119,775.00 15% ENGINEERING & CONTINGENCY: 17 ,966.25 TOTAL: $137,741.25 PETITION NO. PART OF AUSTIN SUBDIVISION PRELIMINARY ESTIMATE OF PROJECT COSTS (Water System only) 5. C. I . PIPELINE, 6" 1,420 L.F. @ $ 15.00 = $21,300.00 6. C. I . FITTINGS 0.30 TON @ 3,000.00 = 900.00 7 . FIRE HYDRANT 4 EA. @ 1 ,700.00 = 6,800.00 8. 6" x 6" TAPPING VALVE, SLEEVE & BOX 1 EA. @ 1,400.00 = 1,400.00 9. GATE VALVE, 6" 4 EA. @ 400.00 = 1,600.00 10. WATER SERVICE, 1-1/2" 21 EA. @ 400.00 = 8,400.00 15. SPECIAL TRENCH COMPACTION 500 L.F. @ 6.00 = 3,250.00 16. WATER I L.S. @ 500.00 = 500.00 SUB TOTAL: $44,150.00 15% ENGINEERING + CONTINGENCY: 6,622.50 TOTAL: $50,772.50 PRELIMINARY ESTIMATE OF PROJECT COSTS (Sanitary Sewer only) 11 . SEWER PIPELINE, 8" 1,480 L.F. @ $ 16.00 = $23,680.00 12. SEWER PIPELINE, 4" 765 L.F. @ 8.00 = 6,120.00 13 . STANDARD MANHOLE (TYPE I) 5 EA. @ 1,200.00 = 6,000.00 14 . SEWER TEES, 8" x 4" 36 EA. @ 100.00 = 3,600.00 15. SPECIAL TRENCH COMPACTION 765 L.F. @ 6.50 = 4,972.50 I 16. WATER 1 L.S. @ 500.00 = 500.00 SUB TOTAL: $44,872.50 15% ENGINEERING & CONTINGENCIES: 6,730.88 TOTAL: $51,603.38 DISTRIBUTION OF COST PART OF AUSTIN SUBDIVISION TO THE CITY OF SALINA, KANSAS PROPERTY FRONT STREETS SANITARY TOTAL DESCRIPTION FOOTAGE AUSTIN CIRCLE SEWER WATER COST Block 2 Lot 2 80.00 $ 0.00 $ 1,139.44 $ 1,904.42 $ 3,043.86 Lot 4 75.00 0.00 1,075.41 1,810.40 2,885.81 Lot 6 75.00 0.00 1 ,075.41 1,810.40 2,885.81 Lot 8 75.00 0.00 1,075.41 1 ,810.40 2,885.81 Lot 10 75.00 0.00 1,075.41 1,810.40 2,885.81 Lot 12 75.00 0.00 1 ,075.41 1 ,810.40 2,885.81 Lot 14 73.97 0.00 1 ,062.22 1,791.03 2,853.25 Lot 16 110.00 0.00 1,523.60 2,468.58 3,992. 18 Block 3 Lot 1 80.00 0.00 1,889.43 1,734.42 3,623.85 Lot 2 75.00 0.00 1,825.41 1 ,640.40 3,465.81 Lot 3 75.00 0.00 1,825.41 1,640.40 3,465.81 Lot 4 75.00 0.00. 1,825.41 1 ,640.40 3,465.81 Lot 5 75.00 0.00 1,825.41 1,640.40 3,465.81 Lot 6 75.00 0.00 1,825.41 1,640.40 3,465.81 Lot 7 73.93 0.00 1,811 .71 1,620.28 3,431.99 Lot 8 80.00 0.00 1,889.44 1,734.42 3,623.86 Block 4 Lot 1 80.00 5,637 .43 1,889.44 1,734.42 9,261.28 Lot 2 70.00 4,932.74 1,761.38 1,546.37 8,240.49 Lot 3 85.00 5,989.76 1,953.46 1,828.45 9,771.67 Lot 4 85.00 5,989.76 1 ,953.46 1,828.45 9,771.67 Lot 5 81.02 5,709.30 1 ,902. 50 1,753.60 9,365.40 Lot 7 93.56 6,592.97 0.00 230.00 6,822.97 Lot 8 80.32 5,659.97 0.00 230.00 5,889.97 Lot 9 80.00 5,637 .43 0.00 230.00 5,867.43 Lot 10 73.86 5,557. 10 0.00 230.00 5,787 .10 Lot 11 89.00 6,271.63 0.00 2.30.00 6,501.63 Lot 12 89.00 6,271 .63 . 2,004.68 230.00 8,506.31 Lot 13 72.91 5,137 .81 1 ,798.63 230.00 7,166.44 Lot 14 70.00 4,932.74 1 ,798.63 230.00 6,924.12 Lot 15 70.00 4,932.74 1,798.63 0.00 6,694.12 Lot 16 70.00 4,932.74 0.00 0.00 4,932.74 PROPERTY FRONT STREETS SANITARY TOTAL DESCRIPTION FOOTAGE AUSTIN CIRCLE SEWER WATER COST Block 5 Lot 2 110.00 $7,751.46 $1,638.60 $2,868.58 $12,258.64 Lot 4 70.00 4 ,932.74 1,011.38 1,716.37 7 ,660.49 Lot 5 70.00 4,932.74 1,011.38 400.00 6,344.12 Lot 6 70.00 4,932.74 1,011.38 1 ,716.37 7 ,660.49 Lot 7 70.00 4,932.74 1,011.38 400.00 6,344.12 Lot 8 70.00 4,932.74 1,011.38 1 ,716.37 7 ,660.49 Lot 9 70.00 4,932.74 1,011.38 400.00 6,344.12 Lot 10 70.00 4,932.74 1,011.38 1,716.37 7,660.49 Lot 11 80.00 -- 5,637.43 1,139.44 400.00 7,176.87 Lot 12 80.00 5,637.43 1 ,139.44 400.00 7 ,176.87 TOTAL: $137,741.25 $51,603.38 $50,772.50 $240,117.13 I 1 I I I .1 J `2O Wmf a 26 ' 27 ' 28 29 I 30 9.31 32 33 34 I 35 36 37 38 2 . 6 7 , 8 9 10 , id2 90.20 30.20 80.20 90.20 I 80.201 I 89.99 9999 39.94 I 89.99 89.99' 89.•9 , 8999 1gj1 �Jaayl 90 • 9) 97 I 93 13 I 80 MINNEAPGLIS 30.,9 90,19 30.19 I 80.19 I 8019 1 80.311,11 89.99 3999 3999 99.99 89.99 89.99 89.99 I so 83 83 S 9342 B) 9 10 I II 12 13 _ 14 7 7 15 16 17 IB 19 20 1 21 24 :: I �I 2 -4 3r 4 H 5ti �____' 7777!7777____ I _t 77'77__ I I^ AWE -r-_-T--T 80'191 x90 90 90 -90 90 90 89.96' i - 1 90 A 30 80 . 19.42 1 30 NI 31 32 I 33 1 34 35 r•1 136 �I 37 38 39 40 41 r1 42 6 ,4 7 -, 9 N 9 -I 10c,r-t 12.4 e' i ;1 _ 0.19 1 30.19 80.19 eo.n' 90.19 80.051 1 90' 90' I )0; 90' 90" 1 90' I 89.99' 70' I 90 80' 161.2]3� i EASIGArE /e'° DRIVE !0.19' 80.19 80.19:-1 80.19: 1 80.19:_4 80.19'1 190 90' - 1 ?0 “0:1 90' -01 90' -j 90' 89.99'. I 242.17' 70.00 6 �I 7 _ 8 '= 9 o I I 'cl 12 p 13 n 14 15 Q 16 d 17 14011 I8 m I s 71 mt mI ml LI 01 p, L m `DI 1 c 0: 01 rt _ -20 C/'_ r .- a 24 6, 25 al 26 27 m 28 29141 130°_ 31 I. 32 0 33 0 34 35 0l 36 ;Hz IL I !0.19' 1 90.19' I 80.19' 1 80.19 I 80.19' 180.19. I tom 90 f°I 90' WI 90' 0 90' ml 90' CI 89.949 H I° ml I,'' CC . o D ^ AD LANE o° 0 II 1 . 90'9'^I 60.19-,,190.19,:480.19. 80.19' 80.191 190'-� 90 . I ?0' c1 90' 90 90' ,,' 29.99ip r60 W` IO _, I I 1 12 U 9I 14 _-I 15 Ri 1 116 0I I7 18 0 19 of 20 0l 21 of 22 i 1 1 --I ,_ 'I a<2.1e' )83.39' ill I I x116.38' 108.07'1 80_ -e0' 93,.3. 114 509.39 9a.99,Er ®� C - 1 n .) _ 77 _ _ 77 I 1 Om • it;it; i3 it v II, I 2 ^. . I19 S 119,5 II N IO' S 1^■ T INI S'U/E o 1 ,0 i21 1C ❑8.30'14 1 503.86' '. �. IoI r1, „ • I1 , :� ,I 1 _ 1141 4 1r■ • 1 15 �- i i 1 i', 5 , 1_1 114. '14I 'sty •116 I_ C_ 1. , 5 111 a ;_ 1 '14, 3 .m' _ U 1,_1__•_ __� 111= 200 3 � UflW le.o 1 I 1a z of :01 7 � I I I I^: ., S .` !^I I ., I L ■ 2 'al 3141 I Al AUSTIN SUBDIVISION I IS o a r i- 587.0' itul-c.-5 r-1,H 3'Z n '2. .- I s-sf f;, PHASE LE • I VENUE //" /i _ • BENEFIT DISTRICT 1555■ 163.B. n8.50 IIB_30 a-B.00� I E.1_11.82._ lr t 8 I • °I 8 Im no ,15 16 I� IS g m. 1 20 1 awl h i-I L '.q in I -1-14- in. 7 1a' 11,61 13 I4 1N 1oi1 7 1 I 1 I I I Lo fNi r� ^I 'I 1 o r h 1 : 1.2 1..1 Ii°l 8. ! . I I I 1771 9:: 1 1 • 9 1 Ill I1 O I BKI LOT ' -ml ' I " ' co.°' ml 1 1 1 _ I 1 .. Gil N1 -1 4 Z ,. 9 Z ' I 1 1 u, 1 1 1 H I ADD. :1 2 I, DI 1 6 3 1 I Q I .• Q nI 2 1t ' i . - .n. 2 1 pl 1 141 1 loI I im rei 38097' f i 11w52' I teal/:re3 �IIL rt. ilium 00 NOT WRITE IN THIS SPACE • • PETITION NUMBER • • • • TO: THE GOVERNING BODY • City of Salina, Kansas • (A) 'Cie, the undersigned, being owners of record of property liable for assessment for the following improvements: The curbing, puttering, grading and paving of Austin Circle from the north line of Lot 17, Block 4, Austin Subdivision serving, its 1 through 16, Block 4; Lots 2, 'y, 5 through 12. Block 5, Austin Subdivision. The installation of .sanitary sewer to serve Lots 2, 4, 6, H, 111, I?, 14, In, (flock 2 Lots 1 through 8, Block 1; Its I through IS, Block 4; Lots 2, 4, 5 through I', Block 5, Austin Subdivision. The installation of a water main to serve Lots 2, 4, 6, 8, II), 12, 14, 16, Block 2; Lots I through 8, flock 3; Lots I through 14, Block 4; Lots 2, 4, 5, through 12, (flock 5, Austin Sub- hereby propose that such improvement be made in the manner provided by Article 6a, Chapter 12 of the Kansas division. Statutes Annotated, as amended. (B) The estimate or probable cost of such .improvement is Two hundred Forty 'I'bnnsnnd Ono hundred Seventeen and I1/Intl OnIIAirs IS 240, 117. 17 (C) The extent of the proposed improvement,district to be assessed as indicated on the attached plat and is described es f o l l o w s: Lots 2 4, 6, 11, III, 12, 14, 16, Illtick 2; Lots I through 11, (flock Is lots I through 16, Block 4; Lots ?, 4, 5, through 12, Block 5, all in Austin Subdivision to the C i tV nI Salina. (0) The proposed method of assessment is: Shal.l he based on adjusted front footage of each lot of land and without rev:1rd 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 %) to be assessed against the improvement district and Zero percent I (1 i) 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. I2-6a04(II as amended. * No name may be withdrawn from this petition after the Governing Body commences consideration • • of the petition or later than seven (9) days after this petition has been filed with the City Clerk * v• (K.S.A. 12-6404) • Respectfully submitted by Darvin Dent Telephone Number (917) 287-4470 Date 1 Time Property owned within the Sinnature Residence of Signing proposed Improvement District Ps L ENGINEER'S ESTIMATE PROJECT NO. 93-872 we SUBDIVISION IMPROVEMENTS AUSTIN SUBDIVISION WATER, SANITARY SEWER & STREETS MAYFAIR ADDITION WATER & STREETS PART IA - ASPHALT PAVEMENT ITEM UNIT NO. DESCRIPTION QUANTITY UNIT PRICE TOTAL 1. COMMON EXCAVATION 5,340 C.Y.$ 10.00 $ 53,400.00 2. CONCRETE CURB & GUTTER 3,310 L.F. 8.00 26,480.00 3. REINFORCED CONC. VALLEY GUTTER,7-1/2" 95 S.Y. 30.00 2,850.00 4. ASPHALT PAVEMENT, 8" 4,240 S.Y. 15.00 63,600.00 5. STORM INLETS (A5-2) 2 EA. 2,500.00 5,000.00 6. STORM SEWER, 18" RCP 30 L.F. 30.00 900.00 7. PIPE END SECTION, 18" RCP 1 EA. 300.00 300.00 29. CONSTRUCTION STAKING 1 L.S. 3,000.00 3,000.00 30. WATER 1 L.S. 500.00 500.00 TOTAL: $ 156,030.00 PART IB - CONCRETE PAVEMENT ITEM UNIT NO. DESCRIPTION QUANTITY UNIT PRICE TOTAL 1A. COMMON EXCAVATION 5,110 C.Y. $ 10.00$ 51,100.00 2. CONCRETE CURB & GUTTER 3,310 L.F. 8.00 26,480.00 3. REINFORCED CONC. VALLEY GUTTER, 7-1/2" 95 S.Y. 30.00 2,850.00 4A. CONCRETE PAVEMENT, 6" 4,240 S.Y. 20.00 84,800.00 5. STORM INLETS (A5-2) 2 EA. 2,500.00 5,000.00 6. STORM SEWER, 18" RCP 30 L.F. 30.00 900.00 7. PIPE END SECTION, 18" RCP 1 EA. 300.00 300.00 29. CONSTRUCTION STAKING 1 L.S. 3,000.00 3,000.00 30. WATER 1 L.S. 500.00 500.00 TOTAL: $ 174,930.00 a.. ENGINEER'S ESTIMATE Page 2 PART IIA - GRAVITY SEWER AND DUCTILE IRON WATER ITEM UNIT NO. DESCRIPTION QUANTITY UNIT PRICE TOTAL 8. DUCTILE IRON WATER PIPELINE, 6" 2,170 L.F. $ 15.00$ 32,550.00 9. CAST IRON FITTINGS 0.50 TON 3,000.00 1,500.00 10. TAPPING SLEEVE & VALVE, 6" X 6" 1 EA. 1,500.00 1,500.00 11. RESILIENT SEAT/WEDGE VALVE, 6" 7 EA. 400.00 2,800.00 12. FIRE HYDRANT & VALVE ASSEMBLY 5 EA. 1,500.00 7,500.00 13. CORPORATION STOP, 1-1/2" 9 EA. 185.00 1,665.00 14. CORPORATION STOP, 1" 26 EA. 90.00 2,340.00 15. CURB SHUTOFF VALVE & BOX, 1" 44 EA. 125.00 5,500.00 16. COPPER SERVICE LINE, 1-1/2" 485 L.F. 10.00 4,850.00 17. COPPER SERVICE LINE, 1" 75 L.F. 7.00 525.00 18. COPPER WYE, 1-1/2" X 1" X 1" 9 EA. 100.00 900.00 19. SEWER PIPELINE, 8" 1,475 L.F. 8.00 11,800.00 20. SEWER PIPELINE, 4" 725 L.F. 5.00 3,625.00 21. SEWER TEES, 8" X 4" 36 EA. 100.00 3,600.00 22. MANHOLE - TYPE I 5 EA. 1,200.00 6,000.00 23. EXTRA DEPTH MANHOLE 2 L.F. 100.00 200.00 24. TRENCH & BACKFILL (0'-6' ) 674 L.F. 6.00 4,044.00 25. TRENCH & BACKFILL (6'-8' ) 567 L.F. 7.00 3,969.00 26. TRENCH & BACKFILL (8' -10' ) 220 L.F. 10.00 2,200.00 27. TRENCH & BACKFILL (10' -12' ) 14 L.F. 12.00 168.00 28. SPECIAL TRENCH COMPACTION 1,110 L.F. 6.00 6,660.00 29A.CONSTRUCTION STAKING 1 L.S. 3,500.00 3,500.00 30A.WATER 1 L.S. 1,000.00 1,000.00 TOTAL: $ 108,396.00 ;. ENGINEER' S ESTIMATE Page 3 PART II8 - GRAVITY SEWER AND PVC WATER ITEM UNIT NO. DESCRIPTION QUANTITY UNIT PRICE TOTAL 8A. PVC WATER PIPELINE, 6" 2,170 L.F. $ 10.00$ 21,700.00 9. CAST IRON FITTINGS 0.50 TON 3,000.00 1,500.00 10. TAPPING SLEEVE & VALVE, 6" X 6" 1 EA. 1,500.00 1,500.00 11. RESILIENT SEAT/WEDGE VALVE, 6" 7 EA. 400.00 2,800.00 12. FIRE HYDRANT & VALVE ASSEMBLY 5 EA. 1,500.00 7,500.00 13. CORPORATION STOP, 1-1/2" 9 EA. 185.00 1,665.00 14. CORPORATION STOP, 1" 26 EA. 90.00 2,340.00 15. CURB SHUTOFF VALVE & BOX, 1" 44 EA. 125.00 5,500.00 16. COPPER SERVICE LINE, 1-1/2" 485 L.F. 10.00 4,850.00 17. COPPER SERVICE LINE, 1" 75 L.F. 7.00 525.00 18. COPPER WYE, 1-1/2" X 1" X 1" 9 EA. 100.00 900.00 19. SEWER PIPELINE, 8" 1,475 L.F. 8.00 11,800.00 20. SEWER PIPELINE, 4" 725 L.F. 5.00 3,625.00 21. SEWER TEES, 8" X 4" 36 EA. 100.00 3,600.00 22. MANHOLE - TYPE I 5 EA. 1,200.00 6,000.00 23. EXTRA DEPTH MANHOLE 2 L.F. 100.00 200.00 24. TRENCH & BACKFILL (0' -6' ) 674 L.F. 8.00 5,392.00 25. TRENCH & BACKFILL (6'-8' ) 567 L.F. 9.00 5,103.00 26. TRENCH & BACKFILL (8'-10' ) 220 L.F. 12.00 2,640.00 27. TRENCH & BACKFILL (10'-12' ) 14 L.F. 14.00 196.00 28. SPECIAL TRENCH COMPACTION 1,110 L.F. 6.00 6,660.00 29A.CONSTRUCTION STAKING 1 L.S. 3,500.00 3,500.00 30A.WATER 1 L.S. 1,000.00 1,000.00 TOTAL: $ 100,496.00 44 . %SH 41: O'LEARY, ASST OF ENG. & UTILITIES SUBSCRIBED AND SWORN TO BEFORE ME THIS �o DAY OF IMo.,,J.t_ ,1993 -1 u+-lwx S�tw... °QUELINE SHIEVER, CITY CLERK r DEPARTMENT OF FINANCE AND ADMINISTRATION Judy D.Long,CMC,City Clerk "c""I' t v •"o='v "= 300 West Ash Street,Ste.206 • P.O.Box 736 SALIVA Salina,Kansas 67402-0736 Telephone(913)826-7240 • Fax(913)826-7244 • TDD(913)825-7333 June 18, 1997 David C. Smith The Bennington State Bank P.O. Box 1280 Salina, Ks. 67402-1280 RE: Letter of Credit No. 85, Project N. 93-872 Dear Sir: Please find enclosed the original Irrevocable Letter of Credit, issued for Jim D. Andrew, in the amount of$8,966.00. The Engineering and Utilities Department of the City of Salina determined that he has met the 35%requirement (certificates of occupancy) needed to release the Letter of Credit. If you have any questions, please contact me. Sincerely, S. 4 �1Rf�. L.��, CMC, City Clerk cc: Jim Andrew Shawn O'Leary DEPARTMENT OF ENGINEERING AND UTILITIES DONALD E.HOFF,P E.,Director • SHAWN O'LEARY,P.E.,Assistant Director L V Salina CI T 'V • o F 300 West Ash Street • P.O.Box 736 • Salina,Kansas 67402-0736 saunaTELEPHONE(913)826-7290 • FAX(913)826-7244 t I I I J MEMO TO: Rod Franz, Director of Finance MEMO FROM: Shawn O'Leary, Engineering Department SUBJECT: Letter of Credit No. 85, Austin Subdivision Phase II DATE: June 15, 1997 I am writing to advise you that the captioned letter of credit for subdivision improvements installed in 1993 can now be released. A copy of said letter is also attached. We received a request from the(account=holder_a_couple of weeks ago to review this matter. Our research indicates that 8 out of 10 lots in the benefit district described by the letter now have occupied homes. This 80 percent occupation rate certainly exceeds the necessary 35 percent rate according to the applicable city ordinance. As in many past cases, I would ask that you make Writt o tact with the lending institution to release the letter and with Mr. Andrew to advise accordingly. I have attached several copies of pertinent documents which should make your task a little easier. If you have any further questions or need additional information, please do not hesitate to call. cc: Don Hoff Roy Dudark IRREVOCABLE LETTER OF CREDIT Date: 4-7-93 No. 85 Advising bank reference no. 85 Advising bank: The Bennington State Bank For account of: Jim D. Andrew P.O. Box 1280 6581 E. K-4 Highway Salina, KS 67401 Gypsum, KS To beneficiary: Amount: $ 8,966.00 City of Salina 300 W. Ash Salina, KS 67401 Expiration date: April 7, 1998 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 a penalty for nonpayment of special assessments covering the installation of the following described improvements in the City of Salina, Kansas: Paving, Water and Sanitary Sewer in Austin Subdivision Phase II. (Project No. 93-872 ) Said special assessments having been levied against the following described properties listed by legal description: E kH. Be r A Special Conditions: Partial drawings are permitted. This original letter of credit must be presented with any drafts drawn hereunder and the amount available shall be reduced by the amount of any drafts drawn not exceeding in the aggregate a total of $ 8,966.00 • 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 in writing 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 of the above-described properties, the City of Salina will, by written instruction, authorize the release of this letter of credit. Drafts drawn hereunder must be marked "Drawn under The Bennington State Bank-Salina Authorizing Institution Letter of Credit No. 85 , dated 4-7-93 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 yours, The Bennington State Bank 200 S. 9th The Bennington State Bank Salina, KS 67402-1280 Authorizing Instittution Place, date, name and By 1 a Cj"1trJ vp signature of the advising bank. Authorized Signature David C. Smith EXHIBIT A Lots Fifteen (15) and Sixteen (16). Block Four (4) ; Lots Five (5) and Seven (7) , Block Five (5); Lots Two (2) , Four (4) , Six (6) , Eight (8), Ten (10) , Twelve (12) , Block Two (2) , Austin Subdivision of The City of Salina, Saline County, Kansas. s 4— 53 - 871 Ryco l v Y1711g93 — Y '$1 Mr 1 . <a -c r,„„ DEPARTMENT OF ENGINEERING AND UTILITIES DONALD E.HOFF,P.E.,Director • SHAWN O'LEARY,P.E.,Assistant Director Salina CI T Y • 0 F 300 West Ash Street • P.O.Box 736 • Salina,Kansas 67402-0736 Calksl Sn I.I ri fl TELEPHONE(913)826-7290 • FAX(913)826-7244 11 I i' August 22, 1994 ` .- efrbfr- , _ Mr. Jim Andrew ! ` 6581 E K-4 Highway ., -- Gypsum, Kansas 67448 - Dear Mr. Andrew: Re: Letter of Credit No. 85, Austin Subdivision I am writing in reply to your request for a release of the captioned letter of credit . As you know, the letter of credit was submitted in accordance with City policy involving special assessment petitions for public improvements. The letter states that "upon development of 35 percent of the described properties, the City of Salina will authorize the release of the letter of credit. ” In the letter, ten lots are described. Currently, only one of those ten lots has received a certificate of occupancy. Before the letter can be released, at least three more certificates of occupancy must be issued for lots described in the letter of credit . When you have met that condition, please notify us . If I can answer any further questions, please do not hesitate to call . S ' erely, , mot,,. ` ::., S wn O' Leary, ii. E. mp cc : Don Hoff Darvin Dent • A DEPARTMENT OF FINANCE AND ADMINISTRATION '- i CITY CLERK • JUDY LONG r City-County Building • 300 West Ash Street • P.O.Box 736 c i r v • o f Salina,Kansas 67402-0736 SALIVATELEPHONE(913)826-7240 • FAX(913)826-7244 July 3, 1995 Larry Fief The Bank of Tescott 600 S. Santa Fe Salina, Ks. 67401 RE: Letter of Credit, Project N . 93-872 Dear Mr. Fief: Please find enclosed the original Irrevocable Letter of Credit No. 3A, issued for RYCO, Inc., in the amount of $42,549.00. The Engineering and Utilities Department of the City of Salina determined.that RYCO, Inc. has met the 35% requirement (certificates of occupancy) needed to release the Letter of Credit. If you have any questions, please contact me. Sincerely, aes Jusyd' Lo '. ' erk DEPARTMENT OF ENGINEERING AND UTILITIES i��i a."' _ DONALD E.HOFF,P.E.,Director • SHAWN O'LEARY,P.E.,Assistant()meatier Salina CI T r • o F 300 West Ash Street • P.O.Box 736 • Salina,Kansas 67402-0736 P S A L I•n A TELEPHONE(913)826-7290 • FAX(913)826-7244 1111 !l June 30, 1995 Mr. Darvin Dent 9520 W. Healy Road Brookville, Kansas 67425 Dear Mr. Dent : Re: Release of Letter of Credit Pursuant to your request, the attached Irrevocable Letter of Credit No. 3A issued for RYCO, Inc. on April 8, 1993 by the Bank of Tescott has been released. The basis of this release is your completion (certificates of occupancy) of 35 percent of the properties listed in the Letter of Credit . Thank you for your cooperation. If I can answer any further questions, please do not hesitate to call . S ' erelyx Al Shawn O'Leary,/' . E. so/kl cc: Don Hoff • Roy Dudark Bob Biles Larry Fief \4 IRREVOCABLE LETTER OF CREDIT Date: 4-8-93 No. 3A Advertising bank reference no. Advising bank: For Account of: The Bank of Tescott RYCO, Inc. 600 S. Santa Fe Salina, KS 67401 To beneficiary: Amount: $ 42,549.00 City of Salina 300 W. Ash Salina, KS 67401 Expiration date: 4-8-94 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 a penalty for nonpayment of special assessments covering the installation of the following described improvements in the City of Salina, Kansas: Paving, Water and Sanitary Sewer in Austin Subdivision Phase III. (Project No. 93-872 Said special assessments having been levied against the following described properties listed by legal description: see attachment Special Conditions: Exhibit "A" Partial drawings are permitted. This original letter of credit must be presented with any drafts drawn not exceeding in the aggregate a total of $ 42,549.00 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 in writing 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 of the 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. 3A (Authorizing Institution) dated 4-8-93 . " 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 yours, • The .f Tescott Author'-f ng titution Place, date, name and / ILL. i/ signature of the advising bank. o"ized .ig at La ry Fief Vice P esident r Exhibit "A" Block Two (2) , Lot Fourteen (14) and Lot Sixteen (16) ; Block Three (3) , Lot One (1) , Lot Two (2) , Lot Three (3) , Lot Four (4) , Lot Five (5) , Lot Six (6) , Lot Seven (7) and Lot Eight (8) ; Block Four (4) , Lot One (1) , Lot Two (2) , Lot Three (3) , Lot Four (4) , Lot Five (5) , Lot Six (6) , Lot Seven (7) , Lot Eight (8) , Lot Nine (9) , Lot Ten (10) , Lot Eleven (11) , Lot Twelve (12) , Lot Thirteen (13) and Lot Fourteen (14) ; Block Five (5) , Lot Two (2) , Lot Four (4) , Lot Six (6) , Lot Eight (8) , Lot Nine (9) , Lot Ten (10) , Lot Eleven (11) and Lot Twelve (12) , part of the Austin Subdivision, to the City of Salina, Saline County, Kansas. PRELIMINARY ENGINEERING ESTIMATE AND FEASIBILITY REPORT PETITION NO. PROPOSED STREET AND UTILITY IMPROVEMENTS PART OF LAURIE SUBDIVISION PHASE II TO THE CITY OF SALINA, KANSAS FILE NO. 93-13A NOVEMBER-1993 DON HOFF, DIRECTOR OF ENGINEERING & UTILITIES 614-4842-. -A/ SCOPE OF WORK The curbing, guttering, grading and paving of Ricky Circle from Courtney Drive to Courtney Drive to serve Lots 5 through 26, Block 2; Lots 1 through 11, Block 3, all in Laurie Subdivision. The installation of a sanitary sewer main to serve Lots 12 through 25, Block 2; Lots 4 through 11, Block 3, all in Laurie Subdivision. The installation of a water main to serve Lots 12 through 25, Block 2; Lots 4 through 11, Block 3, all in Laurie Subdivision. • BENEFIT DISTRICT Lots 5 through 26, Block 2; Lots 1 through 11, Block 3, all in Laurie Subdivision 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 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, and any incidentals thereto to complete the street system. 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 - 4 DISTRIBUTION OF COST PART OF LAURIE SUBDIVISION PHASE II TO THE CITY OF SALINA, KANSAS PETITION NO. COST COST COST TOTAL CHARGEABLE PER CHARGEABLE TO CHARGEABLE COST IMPROVEMENTS ADJ.FRONT FOOT BENEFIT DIST. TO CITY STREET (Ricky Cr. ) $ 40.97 $ 96,820.00 $0.00 $ 96,820.00 WATER SYSTEM $ 21.00 $ 33,208.00 $0.00 $ 33,208.00 SANITARY SEWER SYSTEM $ 20.53 $ 32,457.00 $0.00 $ 32,457.00 TOTAL: , $ 82.50 $162,485.00 $0.00 $162,485.00 PETITION NO. PRELIMINARY ESTIMATE OF PART OF LAURIE SUBDIVISION PHASE II TOTAL PROJECT COSTS ( Including Streets, Water and Sanitary Sewer) 1. COMMON EXCAVATION 3,250 C.Y. @ $ 5.00 = $16,250.00 2. ASPHALT OR CONCRETE PAVEMENT 2,860 S.Y. @ 15.00 = 42,900.00 3. VALLEY GUTTER 35 S.Y. @ 25.00 = 4. CONCRETE CURB & GUTTER 875.00 5. SIDEWALK RAMPS 2,044 L.F. @ 8.00 = 16,320.00 6. C. I . PIPELINE, 6" 4 L.F. @ 500.00 = 2,000.00 7. C. I . FITTINGS 1,010 .F @ 12.00 = 12,120.00 7. FIRE HYDRANT 0.30 TON @ 3,500.00 = 1,050.00 9. WATER SERVICE, 1" 1 EA. @ 1,700.00 = 1,700.00 10. SEWER PIPELINE, 1" 20 EA. @ 500.00 = 10,000.00 11. SEWER PIPELINE, 4" 910 L.F. @ 16.00 = 14,560.00 12. STANDARD MANHOLE (TYPE I ) 440 L.F. @ 8.00 = 3,520.00 13. SEWER TEES, 8" x 4" 0 EA. @ 1,200.00 = 3,600.00 14. SPECIAL TRENCH COMPACTION 820 L.F.20 . . @ 76.50 = 1,500.00 15. WATER @ 6.50 = 5,330.00 16. CONSTRUCTION STAKING 1 L.S. @ 500.00 = 500.00 1 L.S. @ 1,500.00 = 1,500.00 SUB TOTAL: 15% ENGINEERING & CONTINGENCY: $120,060.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 28,700.00 TOTAL: 8,700.00 $162,485.00 PETITION NO. PRELIMINARY ESTIMATE OF PART OF LAURIE SUBDIVISION PHASE II Preliminary Estimate of PROJECT COSTS (Street Improvements only) 1. COMMON EXCAVATION 3,250 C.Y. @ $ 5.00 =$16,250.00 2. ASPHALT OR CONCRETE PAVEMENT 2,860 S.Y. @ 15.00 = 42,900.00 3. VALLEY GUTTER 35 S.Y. @ 25.00 = 875.00 4. CONCRETE CURB & GUTTER 2,040 L.F. @ 8.00 = 16,320.00 5. SIDEWALK RAMPS 4 EA. @ 500.00 = 2,000.00 15. WATER 1 L.S. @ 200.00 = 200.00 16. CONSTRUCTION STAKING 1 L.S. @ 500.00 = 500.00 SUB TOTAL: $79,045.00 15% ENGINEERING & CONTINGENCY: 11,860.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 5,915.00 TOTAL: $96,820.00 PETITION NO. PART OF LAURIE SUBDIVISION PHASE II PRELIMINARY ESTIMATE OF PROJECT COSTS (Water System only) 6. C. I. PIPELINE, 6" 1,010 L.F. @ $ 12.00 = $12,120.00 7. C. I. FITTINGS 0.30 TON @ 3,500.00 = 1,050.00 8. FIRE HYDRANT 1 EA. @ 1,700.00 = 1,700.00 9. WATER SERVICE, 1" 20 EA. @ 500.00 = 10,000.00 14. SPECIAL TRENCH COMPACTION 245 L.F. @ 6.50 = 1,592.50 15. WATER 1 L.S. @ 150.00 = 150.00 16. CONSTRUCTION STAKING 1 L.S. @ 500.00 = 500.00 SUB TOTAL: $27,112.50 15% ENGINEERING & CONTINGENCY: TEMPORARY NOTE INTEREST, BONDING, ISSUING: 4,067.00 TOTAL: 2,028.50 $33,208.00 PRELIMINARY ESTIMATE OF PROJECT COSTS (Sanitary Sewer cnly) 10. SEWER PIPELINE, 8" 910 L.F. @ 11. SEWER PIPELINE, 4" $ 16.00 = $14,560.00 440 L.F. @ 8.00 = 3,600.00 12. STANDARD MANHOLE (TYPE I) 13. SEWER TEES, 8" x 4" 3 EA. @ 1,200.00 = 3,600.00 14. SPECIAL TRENCH COMPACTION 575 L.FF. . @ 76.50 = 1,500.00 15. WATER . @ 6.50 = 3,737.50 16. CONSTRUCTION STAKING 1 L.S. @ 150.00 = 150.00 1 L.S. @ 500.00 = 500.00 SUB TOTAL: 15% ENGINEERING & CONTINGENCIES: $24,133.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 4,756.50 TOTAL: 756.50 $32,457.00 LAURIE SUBDIVISION to the City of Salina. Kansas DISTRIBUTION OF COST Adjusted Streets Property Front Ricky Sanitary Total Description Footage Circle Sewer Water Cost BLOCK 2 Lot 5 91.00 $2.077.19 $0.00 $0.00 $2.077.19 Lot 6 92.30 $2.106.87 $0.00 $0.00 52.106.87 Lot 7 71.30 51,627.51 $0.00 $0.00 $1.627.51 . Lot 8 72.00 $1,643.49 $0.00 $0.00 51.643.49 Lot 9 72.00 $1.643.49 $0.00 $0.00 $1.643.49 Lot 10 72.00 51,643.49 $0.00 $0.00 $1.643.49 Lot 11 85.00 $1.940.23 $0.00 $0.00 $1.940.23 Lot 12 81.50 $1.860.34 51,673.04 $1.711.75 55.245.14 Lot 13 80.00 $1.826.10 $1.642.25 $1.680.25 55.148.60 Lot 14 80.00 $1,826.10 $1.642.25 $1.680.25 $5,148.60 Lot 15 83.80 51.912.84 51.72026 $1.760.06 55,393.16 Lot 16 89.80 $2.049.80 $1,843.42 51.886.08 $5,779.30 Lot 17 89.70 $2.047.52 $1,841.37 $1.883.98 $5.772.87 Lot 20 90.50 $3.841.05 $1.857.79 $1.900.78 $7,599.63 Lot 21 85.80 $3.641.57 51.761.31 51.802.07 $7,204.95 Lot22 75.00 $3.183.19 51.539.61 $1,575.23 56.298.03 Lot 23 75.00 53.183.19 51.539.61 $1.575.23 56.298.03 Lot 24 75.00 53.183.19 $1.539.61 $1,575.23 $6.298.03 Lot 25 75.00 $3.183.19 $1.539.61 $1.575.23 $6.298.03 Lot 26 94.00 53.989.60 50.00 $0.00 53.989.60 BLOCK 3 Lot 1 80.00 54.610.48 50.00 50.00 54.610.48 Lot 2 80.00 $4.610.48 $0.00 $0.00 54.610.48 Lot 3 80.00 $4.610.48 $0.00 $0.00 $4.610.48 Lot4 72.50 $4,178.24 $1,488.29 $1,522.72 $7.189.26 Lot 5 72.50 54.17824 51.488.29 51.522.72 57.189.26 Lot6 72.50 $4.178.24 $1.488.29 $1,522.72 57.189.26 Lot? 82.50 54.754.55 51.693.57 $1,732.76 $8,180.88 Lot 8 82.50 54.754.55 51.693.57 $1.732.76 58.180.88 Lot9 72.50 54.178.24 51.488.29 $1,522.72 57,189.26 Lot 10 72.50 $4.178.24 51.488.29 51.522.72 57.189.26 Lot 11 72.50 54.178.24 51.488.29 51.522.72 $7,189.26 TOTAL 596.820.00 $32.457.00 $33.208.00 5162.485.00 PETITION NO. PART OF LAURIE SUBDIVISION PHASE II TO THE CITY OF SALINA, KANSAS PROPERTY OWNERSHIP PROPERTY FRONT DESCRIPTION FOOTAGE PROPERTY OWNER Block 2 Lot 5 91.00 Rodney L. Brummett, Sr. , Jonathan C. Cossette, Lot 6 92.30 Michael J. Rose - d/b/a/ Tehadran, a Joint Lot 7 71.30 Venture Lot 8 72.00 Lot 9 72.00 II Lot 10 72.00 Lot 11 85.00 Lot 12 81.50 Lot 13 80.00 II Lot 14 80.00 Lot 15 83.80 Lot 16 89.70 It Lot 17 89.70 Lot 18 160.00 Common Area - Homeowner's Association Lot 19 84.60 Common Area - Homeowner' s Association Lot 20 90.50 Rodney L. Brummett Sr. , Jonathan C. Cossette, Lot 21 85.80 Michael J. Rose - d/b/a/ Tehadran, A Joint Venture II Lot 22 75.00 Lot 23 75.00 Lot 24 75.00 Lot 25 75.00 II Lot 26 94.00 Block 3 Lot 1 80.00 Rodney L. Brummett Sr. , Jonathan C. Cossette, Lot 2 80.00 Michael J. Rose - d/b/a/ Tehadran, A Joint Lot 3 Venture 80.00 Lot 4 72.50 Lot 5 72.50 Lot 6 72.50 Lot 7 82.50 Lot 8 82.50 Lot 9 72.50 Lot 10 72.50 Lot 11 72.50 Im Haar ili sue I an as as me v •I marl. e I. a ! a 3na d 1E k ' I 2 STREET"k k MINNEAPOJS --I Na - mr I SS m.r o o ma ne o e' i a i a l �a��\c\ a 13 1 9 • 13 I t4gl 1 13 18 . 17 . is . 19 . 20 W . 21 ; '5 1-k.i 2 ki 3 I ' 3 b 14 - _tldJ L e j_ e a a e e Sur d EA MENT 34 . 35 (III 38 A r 3a . 19 . 40 g 41 k 42 I q a . 7 . 8. 91 to iS en ne IA e e e e Jr e 8 v e a a M 104�- i: 18 k AVENUE II EASTCAIE II ,. _w my flit I I a e - a a e e as • n ., 102 11 II I 126 13 5 141 15I IS 1 17 Ij 18 k . 1o91 I 11 � b 0 J L 6 ■ ■ 2a ! s9 Mj j Jot 31 321 IS x Ss b 7 ai ' IBI k nn i.-tlw I I n e e e d e as LANE II 1 s a�� 1O I e� nAy tllf bl I 14 ts'I I e >S a le d y�I ;If e o.r 1 u' — , L 1 L_ la_ ,, 8 t . L 16 p 17 $ 19 a' 21 22 d 0 • I . -r1 •� err e e e e e7 a ae - - ' .1 i na0 MO a e jaw 1n me L 't.: . I e } 'r pmr SAW AUSTIN *� 10? a Oat: u1 It � 1 P',� 2a k 22 12/4# I rd St 1 ,�,,,„. a m0 I 11 •' 20 I f I le $ 1 7 - an a A . ;s 61 t2 - '"` I • 3 k RICKY CIR. a trl 1 e ' 9 I ■ g 'n~ r MS I 1 110 as lI xs. ' L-,- I 9 t13 R � 11 1 1 12 O�•,� rag I ik 6 k 3 III 10 4 5 • a �T' u7 ' ■ ,r 1 1 1130 9 S nus I I n.e 8 3 Ri I "� ' 1 1 1 . 1� L7M 117 ' 174.)3kl 14 k k 9 I I 10 k ma lC 5 k 2 W _ 7� —_ a `r 18•• R 4 �,�_ .� 15• 7 I,1 WI Is . I �j11k 4�/e1�Jk t in j�n 10 9 - e °°. I . e. I 16 . © 0v3�' .`•'k • 1 I u t na nS • •C4 • 17 I , .vc s e• K II Be RICKY a o,0 1I L�-- _--J L —_ __�� nv t r--- ---1 1 kI 17 k k 3 1 k T •a•� „ 18 II k 1 1 1 2 k II It L— VI. 01�_� I n3a me me se l I w e I •I 11 I I AVENUE II //i� // a CLAFUN AVE or_. 9 I I - I lua a flaw one 1 I •d R -1- laar I . ➢i a it II 1s tel k k a III; 1 y e 1. / N 7 13 14 7 1k�2 Q; x' Z 6 k k 11 12 k k 6 k 1 I1 1 .I S•. y 9 10 02 { 3 )S 0 > �/ I I 4 • < • 7 1 1 av� • < 4 ev .1 1 R I .e vie 1 1 Ft .1 3 . s I a . . 3 . I • k IIII ADD. I k k• SUBDIMISION k ? k 91 1 II II ' 11 2 a II 1 II Benefit District �� . 1 ear nee u Me TIM 1 , Imm�nl II . . . e . • : DO NOT WRITE IN THIS SPACE PETITION linen TO: THE GOVERNING BOOT City of Salina, (A) We, the undersigned, being owners of record of property liable for asses want for the following improvements, __ The r„ hi r rr rind. evading and saving f Ricky Cirri fr m n Drive to serve lots 5 '6. B1. 2: Lots I - II, Bl. 1. all in Laurie Subdivision. sy The installation of a sanitary sewer main to serve Lots 12 - 25, 81. 2: Lots 4 - BC 1. all in Laurie Subdivision. The installation of a water main to serve Lots 12 - 25, 131. 2; Lots 4 - it, B1. 3, all in Laurie Subdivision hereby propose that such Improvement be made in the manner provided by Article 6a, Chapter 12 of the Kansas Statutes Annotated, as amended, (8) The estimate or probable cost of such Improvement is One Hundred Sixty Two Thousand Four Hundred Fl Miry Five and 00/100 ❑nllarc (5 162.485.00 (C) The extent of the proposed improvement district to be assessed as indicated on the attached plat and is described as follows, Lots 5 through 26. Block 2: Lots t through LI, Block 3. all in Laurie Subdivision to the City of Salina. Kansas (0) The proposed method of wnt Ism Based on adjusted front footage of each lot of land and without regard to buildings or improvement of the land. (E) The proposed apportionment of costs between the improvement district and the City-et-large 1s: One Hundred percent ( !OD 4) to be assessed against the Improvement district and zero percent ( 0 I) 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. 12-6aOk(1) as amended. • No name way be withdrawn from this petition after the Governing Body commences consideration n •• the petition or later than seven (7) days after this petition has been filed with t he City Clerk• (K.S.A. 12-6804) • Respectfully submitted by Jonathan C. Cassette Telephone Number 827-6463 Signature Residence Data a Time Property owned within the of Signing. proposed Improvement District (Published in The Salina Journal January , 1994) RESOLUTION NUMBER 94-4678 A RESOLUTION DETERMINING THE ADVISABILITY OF CERTAIN CURBING, GUTTERING, PAVING, GRADING, STORM WATER DRAINAGE, LATERAL SANITARY SEWER AND WATER MAIN AND SERVICE IMPROVEMENTS IN LAURIE SUBDIVISION, ESTIMATING THE COST THEREOF, DEFINING THE BOUNDARIES OF TIIE IMPROVEMENT DISTRICT, METHOD OF ASSESSMENT AND APPORTIONING THE COST BETWEEN THE IMPROVEMENT DISTRICT AND THE CITY-AT-LARGE. WHEREAS, said improvements were requested by petition of those liable for the cost of the same, said proceeding shall be without notice, as provided by K.S.A. 12-6a04, and BE IT RESOLVED by the Governing Body of the City of Salina, Kansas: Section I. That subject to the provisions of Resolution Number 89-4066 establishing a development policy for the financing of public improvements within the City of Salina, the Board of Commissioners of the City of Salina. Kansas. hereby finds and finally determines that it is advisable to make the following improvements, to-wit: LAURIE SUBDIVISION Curbing, guttering, paving and grading of RICKY CIRCLE from Courtney Drive to Courtney Drive to serve Lots 5 through 26, Block 2; and Lots 1 through 11, Block 3. Lateral Sanitary Sewer 682 to serve Lots 12 through 25, Block 2; and, Lots 4 through 11, Block 3. The installation of a water main and service to serve Lots 12 through 25, Block 2; and, Luts 4 through 11, Block 3. All in Laurie Subdivision to the City of Salina, Saline County, Kansas. Section 2. The extent or boundaries of the proposed improvement district to be assessed is: Lots 5 through 26, Block 2; Lots 1 through 11, Block 3; All in Laurie Subdivision to the City of Salina, Saline County, Kansas. Section 3. The estimated or probable cost of such improvements is $162,485.00. Section 4. The apportionment of cost between the improvement district and the city-at-large is as follows: 1. The costs chargeable to private property in the amount of 5162,485.00. 2. No costs chargeable to the City-at-large. Section 5. The assessment with accrued interest shall be levied as a special tax upon the property included within the benefit district concurrent with the general property taxes and shall he payable in ten ( 10) equal annual installments. Section n. The method of assessment shall be that 100' of the total cost assessed against the property shall be based on trio au:usteu fr^at rootage of eacn lot of land for street and drainage water and satutare Sc Ver improvements and without regard to the buildings or improvements of the lane. Section 7, That the advisability of the improvements set forth herein is hereby established without notice and hearing, as authorized by K.S.A. 12-6a04(2). Adopted by the Board of Commissioners and signed by the Mayor this 3rd day of January, 1994. Peter F. Brungardt. Mayor [SEAL[ ATTEST: Stephanie Krug Acting City Clerk %ye+ 4y-g92 DEPARTMENT OF FINANCE AND ADMINISTRATION CITY CLERK • JUDY LONG • City-County Building • 300 West Ash Street • P.O.Box 736 Salina,Kansas 67402-0736 sal.inn TELEPHONE(913)826-7240 • FAX(913)826-7244 January 26, 1996 Security Savings Bank P.O. Box 1040 Salina, Ks. 67402-1040 RE: Letter of Credit, Project No. 94-872 Dear Sir: Please find enclosed the original Irrevocable Letter of Credit, issued for Rodney L. Brummett, Sr., Jonathan C. Cossette and Michael J. Rose, d/b/a Tehadran, a joint venture, in the amount of $38,107.13. The Engineering and Utilities Department of the City of Salina determined that they have met the 35%requirement (certificates of occupancy)needed to release the Letter of Credit. If you have any questions, please contact me. Sincerely,, Jud I[t. L.ig Ci Clerk DEPARTMENT OF ENGINEERING AND UTILITIES b2 DONALD E.HOFF,P.E.,Director • SHAWN O'LEARY,P.E.,Assistant Director 300 West Ash Street • P.O.Box 736 • Salina,Kansas 67402-0736 Salina C T I Y • 0 F W SpI'n fl TELEPHONE(913)826-7290 • FAX(913)826-7244 1'II'YI • • February 18, 1994 Mr. Jack Cassette • 711 Post Oak Lane Salina, Kansas 67401 Dear Mr. Cassette: RE: Laurie Subdivision Attached please find a distribution of actual bid prices for the Subdivision Improvements Project no. 94-892 which resulted from the bid letting on Tuesday, February 15, 1994. The City Commission will award the contract for this project to Smoky Hill , Inc. for utilities and to J.H. Shears Sons' , Inc. for paving and storm drainage on Monday, February 28, 1994. Before the award of contract may occur, the City must receive a 20% cash payment or 35% letter of credit for your portion of the contract by Friday, February 25, 1994. That amount is shown on the attached worksheet. If you have any further questions, please do not hesitate to call . We look forward to hearing from you by Friday, February 25, 1994. Sinc rely, )/ 6414 wn O'Leary SO/cw cc: Don Hoff - Roy Dudark • • • Y- _-. .NY. ._0..- ..f..,- YB ,YS. . . .. . . . .. . / fi4n _ {p e�t !...1;:t+ QS � ii ^ 911 Y �9J yp 3.,�e p c(p@ civ „Q7 t11Y�,Q�on 9.. 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MN p r "Oil E T Ss " e: s t t0 s " s¢s 15: sE"68E3sssEsss8sseuvEE I seEsrs8gssssEssEosssJEsUU&gsi ;s 8888888888888888s888888888888888888888888888888888 ss888S888s ssss_ _Esss1S1E_„_raiiimEsNrs_ .4 CEE ."vn6• ssEesEllsE en . - = r - - =;r s ...- -sr « rr!Esr;:sr..N - EP t st PP--Per= rfr Mo" sa Ek#xgEgEEg11FiY fRYR" EREEEEEOgil AfERFA FFEEsiggESEEFESSEEg g IRREVOCABLE LETTER OF CREDIT Date: February 25, 1994 No. Advising bank reference no. 191 Advising bank: For account of: Security Savings Bank, F.S.B. Rodney L. Emmett, Sr., Jonathan C. Cossette & P.O. Box 1040 Michael J. Rise, d/b/a Tehadran, a Joint Venture Salina, Kansas 67402-1040 To beneficiary: Amount: $ 38,107.13 City of Salina 300 W. Ash Salina, KS 67401 Expiration date: February 25, 1999 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 a penalty for nonpayment of special assessments covering the installation of the following described improvements in the City of Salina, Kansas: (Project No. 94-692 ) Said special assessments having been levied against the following described properties listed by legal description: Lots 4-11, Block 3 and Lots 12-25, Block 2, Laurie Subdivision to the City of Salina, Salim County, Kansas Special Conditions: Partial drawings are permitted. This original letter of credit must be presented with any drafts drawn hereunder and the amount available shall be reduced by the amount of any drafts drawn not exceeding in the aggregate a total of $ 38,107.13 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 in writing 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 of the above-described properties, the City of Salina will, by written instruction, authorize the release of this letter of credit. Drafts drawn hereunder must be marked "Drawn under Security Savings Bank, F.S.B. , Authorizing Institution Letter of Credit No. 191 , dated February 25, 1994 ft 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 yours, Security Savings Bank, F.S.B. Authorizing Institution 144{.^ Place, date, name and By tio signature of the. advising bank. Auth• ; Signature RESOLUTION NUMBER 89-4066 A RESOLUTION ESTABLISHING A DEVELOPMENT POLICY FOR THE FINANCING OF PUBLIC IMPROVEMENTS WITHIN THE CITY OF SALINA, KANSAS. WHEREAS, it is the policy of the City of Salina to encourage development within the city limits through the use of special assessment financing for public improvements under KSA 12-6a01 et. seq., and • WHEREAS, the City of Salina, in return for providing such financing for public improvements, requires that all petitioners and/or developers provide shared financing or adequate assurance for full annual payment of special assessments before their petitioned improvements are approved, and WHEREAS, nothing in this policy shall prohibit any individual from financing and constructing public. improvements In accordance with city standards and specifications, and WHEREAS, the City of Salina has determined that a portion of the cost of public improvements should be paid by the city-at-large where the benefits of the project extend beyond the area of immediate impact, and WHEREAS, the City of Salina is under no obligation to approve any petitioned improvements nor is- relinquishing any authority to initiate improvements by the resolution method, SO NOW, THEREFORE BE IT RESOLVED by the Governing Body of the City of Salina. Kansas: Section 1. The City of Salina will facilitate new development by providing for the installation of public improvements (streets, sidewalks, storm drains, water lines, sanitary sewers. etc.) upon submission of a valid petition and required financial commitment. Said commitment Is considered to be provided whenever the City has been furnished with: a) funding (cash, cashier's check, • escrow account) equal to 20% of the estimated principal cost of the project, or b) financial guarantee (irrevocable letter of credit, corporate completion bond) equal to 35% of the estimated principal cost of the project. Project cost shall Include engineering design, construction, inspection, temporary note interest, and administration-. The required cash funds or financial guarantee shall be provided. prior to the City awarding any construction contract. Cash funding will be used to reduce the amount of project costs covered by special assessment bond financing. The financial guarantee will be applied annually to satisfy the principal and interest costs of bonded public improvements, should any special assessments- not be paid when due. The financial guarantee will be released upon request of the developer, when certificates of occupancy for a principal building are issued for at least 35% of the properties within the development that received. the Improvements or five. (5) years from the issuance date of the guarantee, whichever occurs sooner.. At the time bonds are Issued, any funds In excess of the petitioner's contribution shall be refunded by the City or the • -financial guarantee shall be reduced.by an equivalent amount- \ • I / • R Section 2. Special assessment financing will not be approved if the petitioner has a financial Interest in an existing development that has delinquent special assessment taxes. All petitioners for new development under this policy will be required to certify, under oath, that they have no financial interest in any property with delinquent special assessments anywhere within the city. Section 3. Installation of public improvements with special assessment financing may be authorized by the Board of City Commissioners without a financial commitment when deemed to be in the public interest and when one or more of the following conditions exist: A. Improvements are ordered in by resolution of the City Commission. B. The majority of land in the benefit district is In public ownership. C. The benefit district Is In multiple ownership and a majority of the-land therein is developed with principal buildings. Section 4. The distribution of costs for financing of public improvements shall be in accordance with the following policies: A. Streets t. The cost of construction of local streets, Including two (2) curbs and related storm drains, shall be assessed 1009- to the property within the benefit district.. The benefit district shall include those properties as provided by statute. 2. The costs of construction of collector and arterial streets shall be distributed whereby property within the benefit district shall pay the cost • equivalent of a local street and the city-at-large shall pay the cost of any excess width or thickness to meet city standards and specifications. The costs of collector and arterial street construction where total access control is required by or dedicated to the city will be paid In full by the city-at-large- 3. The cost of Improvements of direct benefit to adjacent property such as curb cuts, driveways,. frontage roads, special turn lanes, etc.. shall be assessed 100% to the benefltted property. 8'. Sidewalks. ■ I. The cost of all sidewalk Improvements shall be paid • by the benefitted property. The cost of handicapped accessible ramps built at the Intersection In conjunction with new street construction shall be assessed to the benefit district. 2. When sidewalk Improvements are Initiated by resolution of the City •Commission along arterial streets, 50% of the cost shall be paid by benefltted property- and 50% shall be paid by the city-at-large. • ' / C. Storm Drainage. 1. Drainage Improvements to the Smoky Hill River, the flood dike and related pumping stations, creeks and sloughs shall be funded 100% by the city-at-large. 2. Drainage improvements in developed areas of the city that have been included in a previous benefit district shall be funded 100% by the city-at-large. 3. Drainage improvements in developed areas of the city that have not been included in a previous benefit district shall be funded 50% by the city-at-large and 50% by the benefit district. 4. Drainage improvements in undeveloped areas of the city shalt be funded 1008 by the benefit district. D. Water system. 1. In residential areas, the cost of lines, valves and hydrants for 8 Inch water mains shall be assessed 100% to the benefit district. If the city desires to place a larger water main to or through the area to benefit the overall system, the benefit district shall pay the cost equivalent of a 6 inch line and the City Water Utility Fund shall pay the remainder. 2. In- a commercial or industrial area, the benefitted property owner or owners shall pay 100% of the cost of the- distribution system to satisfy their requirements: 3. The cost of service lines shall be paid by the benefitted property. E. Sanitary Sewers. 1. In residential areas, the cost of mains, manholes. and pump stations- for 8 Inch sewer mains shall be assessed 100% to the benefit district. if the city - - desires to place a• larger sewer main to or through the arcs to benefit the•overall system, the benefit district shall pay the con equivalent of an 8 Inch line and the City Sewer Utility Fund shall pay the remainder. 2. In a commercial or industrial area, the benefited. property- owner or owners shall pay 100% of the cost of the collection system to satisfy their requirements.• 3. The cost of service- lines shall be paid by the benefltted property. Section 5. -The petitioner of Improvements, shall indicate on the petition the recommended method of distributing the costs of improvements within the benefit district. Special assessments. shall be distributed In accordance with the state statute under which the improvement was Initiated. Section 8.. The city shall notify all property owners-within a proposed benefit district that certain improvements have been requested and the date, time, and place the City Commission will consider authorizing, said Improvements.. • • / The petitioner shall provide the city a current list of property owners within the proposed benefit district. Section 7. This policy shall apply to all petitions for public Improvements except petitions filed on or before July 1, 1989, for improvements within developments which have received preliminary plat approval on or before the date this resolution is adopted. Adopted by the Board. of City Commissioners and signed by the Mayor this 6th day of March, 1989. Sydney Soderberg, Mayor [SEAL1 ATTEST: Jacqueline Shiever, City Clerk • - • 1 . DEPARTMENT OF ENGINEERING AND UTILITIES 7F ° DONALD E.HOFF,P.E.,Director • SHAWN O'LEARY,P Assistant Director C I T r • o F 300 West Ash Street • P.O.Box 736 • Salina,Kansas 67402-0736 tit SA L u li R TELEPHONE(913)826-7290 • FAX(913)826-7244 TIP MEMO TO: Rod Franz, Director of Finance MEMO FROM: Shawn O'Leary, Engineering Department SUBJECT: Release of Letter of Credit, Laurie Subdivision Phase II DATE: January 22, 1996 We received a request last week from the developer of the captioned subdivision to review the status of the letter of credit on file in your office. Our policy, as you may have learned by now, is to obtain a letter of credit in the amount of 35% of the amount of the construction bids on any subdivision public improvement project prior to awarding the bids for said project. Then, when the subdivision is 35% developed, we release the letter of credit. I have enclosed a copy of that policy for your review. In this case, we find that certificates of occupancy have been issued for 36% of the properties in the benefit district for that particular project. Therefore, it is our recommendation that your office release Letter of Credit No. 188 from Security Savings & Loan Association by notifying the bank as well as the account holder of the letter. In reviewing this letter of credit, I did notice a mistake in the description of the benefit district. You will notice by comparing the description and the attached drawing that the two don't match. The amount of the letter is, however, correct for the whole benefit district. Therefore, it is our opinion that the mistake should be overlooked and the letter of credit released as requested. However, we should all be mindful in the future of the accuracy of these letters of credit. Thank you for your assistance in this matter. 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I� I g \ 1J. 1skI 1 •u 2I 16 . 11 . 118 . lr • zo . zt I V 1 ;it z 4' 3 11 4 \ s s I p © _as., L .r 1 ° 'O ° ° ° o I:A ENT 14 1 /i --11t -iT1:i^J' ..T1.T w —J M . y q 38 1 37 38 79 • 40 q 41 F, 42 1 k y 10 13 I i j a e e. 11ta�q9 d our - mar r - r r - r r r war r - r r a!\ so AVENUE it EASTCATE Y /. r_113_11 II ov ar I I r r v v r w oar 10 ,! n bl l 1z 5 1s w 14 YI 1s to n 1e II ay 1 I .çbt — 0 J �_' __1__•t-- --- --L-_r � . It avp •aral�l r °� v � s r r S�� I� �, 5 61 i W a° LANE II I I e x1 0 ar arbl r r v r r v -.I I I 6 ' 1r_I AXL i naaf law w• ° Jagar re � I/1 °AUSTIN * wk k 9 = ek ;G y , 28 kLAU•IE :, n Iv I I ., n .y 9 0 r.- III Nr__7 I P rA ze, z xs • 24 • v • 2z I Iv I w"R .� (4„, opt r ar I I I4 20 �� I I e 11 7 - am m W a r q, 0 12 ! LK I 1 RICKY CIR. + �dsN1 m><w I C?� 7 t f War Ins +. a 0 ' I� " i u' 1f I ILW nr 1 ' niin e b mar ' � na° 7 i' to re, III 1_Ll gar Y 99"4 s ' a 8 7 ar l a�..RT RI 14 k k 9 I I 10 k ` Ir F 5 t 2 L ?+� ad!E I ° ` 18 I • • I I • nut I I . I I v et 1 4 1�r Wt *NOD I .1 is 7 e III Ik 4 k 9 - e : . I 14 va I ' © °ua�.I. I 4' I a"R L le • _5 L_e•-• a IIS 3 J Ik at d RICKY CI' . 17 1• 0 r-- as AA ,of I k1 17 k k 3 III 4 k Ik 2 k 11 V ar g 1e DD. I I i tz>s I is r I JD. I DI 1e I I 1 I I 2 I BDIVI. ON_� v 1 R Ir I i to LI L. —nuv • naa r War War r 'a- I •I 1 1 1 1 I •I AVENUE /r� 1 CLAFUN AVE. •. 9 I Iiwa 5III e II II 13 1e II e / I I1 /Ixv e k k II 12 k k e Ik1 I IY3 6 I O j 1.n©n g 3 1 .. s \I .I di'I s t F Os 1 I 1 4 < 7 1 I rwe < 1 `1wlusi 1 •i II e • • 4 I•• I Illt °� 1• 3 5 I I 6 ISM II 3 I II ki 2 k k A i k k ADD. 1 - SUBDI SIGN k I qI k k j I 2 II It t It Benefit District I near nut I nV Waal I 1111111m.■m k _ . . _ _ .1 _ PRELIMINARY ENGINEERING ESTIMATE AND FEASIBILITY REPORT PETITION NO. PROPOSED STREET AND UTILITY IMPROVEMENTS COUNTRY CLUB ESTATES ADDITIONS NO. THREE & FOUR TO THE CITY OF SALINA FILE NO. 93-10 AUGUST - 1993 DON HOFF, DIRECTOR OF ENGINEERING & UTILITIES 6144-1q2 SCOPE OF WORK The curbing, guttering, grading and paving of Skyline Drive from the north line of Lot 7, Block 5, Country Club Estates Addition No. 3 to the south line of Lot 10, Block 2, Country Club Estates Addition No. 3. The curbing, guttering, grading and paving of Presley Drive from the north line of Lot 19, Block 2, Country Club Estates Addition No. 4 to the south line of Lot 24, Block 2, Country Club Estates Addition No. 4. The curbing, guttering, grading and paving of Deborah Drive from the west line of Lot 12, Block 5, Country Club Estates Addition No. 3 to the east line of Lot 12, Block 3, Country Club Estates Addition No. 4. A water main to serve Lot 10, Block 2, Country Club Estates No. 3; Lots 7 through 12, Block 5, Country Club Estates Addition No. 3; Lots 7 through 12, 19 through 24, Block 2, Country Club Estates Addition No. 4; Lots 7 through 12, Block 3, Country Club Estates Addition No. 4; Lots 1 through 5, Block 4, Country Club Estates Addition No. 4. BENEFIT DISTRICT Lots 6 through 10, Block 2; Lots 7 through 12, Block 5, all in Country Club Estates Addition No. 3. Lots 7 through 12, 19 through 24, Block 2; Lots 7 through 12, Block 3; Lots 1 through 5, Block 4, all in Country Club Estates Addition No. 4. 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, water, and storm drainage 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 storm drainage improvements, including grading, pavement, curb and gutters, inlets, storm pipeline, and any incidentals thereto to complete the street and storm 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 COUNTRY CLUB ESTATES ADDITION NO. 3 AND 4 TO THE CITY OF SALINA, KANSAS PETITION NO. COST COST CHARGEABLE CHARGEABLE COST PER ADJ. TO BENEFIT CHARGEABLE TOTAL FRONT FOOT DISTRICT TO CITY COST IMPROVEMENTS STREET AND $42.90 (Ave. ) $212,000.00 $0.00 $212,000.00 STORM DRAINAGE WATER SYSTEM $23.65 $ 60,721.00 $0.00 $ 60,721.00 TOTAL: $66.55 (Ave. ) $272,721.00 $0.00 $272,721.00 PETITION NO. PRELIMINARY ESTIMATE OF COUNTRY CLUB ESTATES ADDITION NO. 3 AND 4 TOTAL PROJECT COSTS (Including Streets, Storm Drainage, and Water) 1. COMMON EXCAVATION 2,400 C.Y. @ $ 5.00 = $ 12,000.00 2. ASPHALT OR CONCRETE PAVEMENT 5,850 S.Y. @ 15.00 = 87,750.00 3. VALLEY GUTTER 126 S.Y. @ 25.00 = 3,150.00 4. CONCRETE CURB & GUTTER 3,580 L.F. @ 8.00 = 28,640.00 5. STORM PIPELINE, 19" x 30" RCPHE 316 L.F. @ 50.00 = 15,800.00 6. STORM PIPELINE, 18" RCP 300 L.F. @ 35.00 = 10,500.00 7. STORM PIPELINE END SEC. ,19"x30" RCPHE 2 EA. @ 500.00 = 1,000.00 8. STORM INLET, A5-2 4 EA. @ 2,000.00 = 8,000.00 9. CONCRETE FLUME 27 S.Y. @ 30.00 = 810.00 10. FLOWABLE FILL 22 C.Y. @ 42.00 = 924.00 11. SIDEWALK RAMPS 6 EA. @ 500.00 = 3,000.00 12. WATER PIPELINE, 6" 1,980 L.F. @ 11.00 = 21,780.00 13. WATER FITTINGS 0.10 TON @ 3,500.00 = 350.00 14. FIRE HYDRANT 2 EA. @ 1,500.00 = 3,000.00 15. GATE VALVE, 6" 6 EA. @ 400.00 = 2,400.00 16. WATER SERVICE, 1" 30 EA. @ 500.00 = 15,000.00 17. SPECIAL TRENCH COMPACTION 930 L.F. @ 6.50 = 6,045.00 18. WATER 1 L.S. @ 400.00 = 400.00 19. CONSTRUCTION STAKING 1 L.S. @ 3,000.00 = 3,000.00 SUB TOTAL: $223,549.00 15% ENGINEERING& CONTINGENCY: 33,532.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 15,640.00 TOTAL: $272,721.00 PETITION NO. PRELIMINARY ESTIMATE OF COUNTRY CLUB ESTATES ADDITION NO. 3 AND 4 Preliminary Estimate of PROJECT COSTS (Street and Storm Drainage Improvements only) 1. COMMON EXCAVATION 2,400 C.Y. @ $ 5.00 = $ 12,000.00 2. ASPHALT OR CONCRETE PAVEMENT 5,850 S.Y. @ 15.00 = 87,750.00 3. VALLEY GUTTER 126 S.Y. @ 25.00 = 3,150.00 4. CONCRETE CURB & GUTTER 3,580 L.F. @ 8.00 = 28,640.00 5. STORM PIPELINE, 19" x 30" RCPHE 316 L.F. @ 50.00 = 15,800.00 6. STORM PIPELINE, 18" RCP 300 L.F. @ 35.00 = 10,500.00 7. STORM PIPELINE END SEC. ,19"x30" RCPHE 2 EA. @ 500.00 = 1,000.00 8. STORM INLET, A5-2 4 EA. @ 2,000.00 = 8,000.00 9. CONCRETE FLUME 27 S.Y. @ 30.00 = 810.00 10. FLOWABLE FILL 22 C.Y. @ 42.00 = 924.00 11. SIDEWALK RAMPS 6 EA. @ 500.00 = 3,000.00 18. WATER 1 L.S. @ 200.00 = 200.00 19. CONSTRUCTION STAKING 1 L.S. @ 2,000.00 = 2,000.00 SUB TOTAL: $173,774.00 15% ENGINEERING & CONTINGENCY: 26,066.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 12,160.00 TOTAL: $212,000.00 PETITION NO. PRELIMINARY ESTIMATE OF COUNTRY CLUB ESTATES ADDITION NO. 3 AND 4 Preliminary Estimate of PROJECT COSTS (Water System only) 5. WATER PIPELINE, 6" 1,980 L.F. @ $ 11.00 = $21,780.00 6. WATER FITTINGS 0.10 TON @ 3,500.00 = 350.00 7. FIRE HYDRANT 2 EA. @ 1,500.00 = 3,000.00 8. GATE VALVE, 6" 6 EA. @ 400.00 = 2,400.00 9. WATER SERVICE, 1" 30 EA. @ 500.00 = 15,000.00 17. SPECIAL TRENCH COMPACTION 930 L.F. @ 6.50 = 6,045.00 18. WATER 1 L.S. @ 200.00 = 200.00 19. CONSTRUCTION STAKING 1 L.S. @ 1,000.00 = 1,000.00 SUB TOTAL: $ 49,775.00 15% ENGINEERING & CONTINGENCY: 7,466.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 3,480.20 TOTAL: $ 60,721.00 gfig- 8ya COUNTRY CLUB ESTATES ADDITION NO. 3 AND 4 TO THE CITY OF SALINA, KANSAS PROPERTY OWNERSHIP PROPERTY DESCRIPTION PROPERTY OWNER COUNTRY CLUB ESTATES ADDITION NO. 3 dh0 5 3 BLOCK 2 Lot 6 /to//5 Ronnie D. & Linda Williams Lot 7 /G/iq Alvie M. & Marilyn Furbeck Lot 8 /41,3 Floyd H. & Zella M. Gwin Lot 9 '',,a Ricky L. & Linda Affholder Lot 10 l6//I Presley Builders, Inc. BLOCK 5 Lot 7 /G /o S Presley Builders, Inc. o Lot 8 lb WY " " Lot 9 U. " " " ii Lot 10 /6/cot Lot 11 i& to ( " Lot 12 16100 " " " COUNTRY CLUB ESTATES ADDITION NO. 4 aiiii° BLOCK 2 Lot 7 09639` Presley Builders, Inc. Lot 8 096395 II 11 II Lot 9 at374 " " If Lot 10 ,76397 " Lot 11 a639P Lot 12 096399 ii " Lot 19 j41/04 11 " 11 Lot 20 a&9o7 ° " ., Lot 21 0219908 II II " II II Lot 22 a6Vo' ii it Lot 23 ..?4./to Lot 24 aG 4// " 1, BLOCK 3 Lot 7 096`//8 Presley Builders, Inc. Lot 8 a tI/9 ii II II Lot 9 a6'ldo II Lot 10 .764)/ O Lot 11 '00.2 II Lot 12 096 q.23 II II BLOCK 4 Lot 1 024`1jq Presley Builders, Inc. Lot 2 a6105 11 " II Lot 3 a6'/a6 " ii " Lot 4 026`07 11 II II II Lot 5 a7G`Io?S' - • . ) CC34.XLS COUNTRY CLUB ESTATES ADDITION NO. 3 AND 4 to the City of Salina. Kansas DISTRIBUTION OF COST Streets Streets Streets Property Adjusted Skyline Presley Deborah Description Front Footage Drive Pi Drive Drive '.9.Vater [otai COUNTRY CLUB ESTATES ADDITION NO. 3 f 8 P1 JAt lot .-1F-7- 2 L.A . ti.f(5 37.00 $1,470.36 $1,470.36 Lot 7 ti."([ 27.30 r‘ $1,470.36 $1,470.36 ' Lot 8 it,113 07.00 d \ $1,470.36 $1.470.36 Lot 9 '&112- 38.00 'S $642.23 OG\ $1.971.32 $2.613.55 Lot 10 two/ 37 00 $1..470.36 ' $4,51329 $2,057.94 $8,041.59 BLOCK 5 Lot 7 Hot 5 30.00 $5.869.07 $1,352.14 $2,128.90 $9,350.11. Lot 8 Op Ito/ 00.00 0, $5,216.95 $1:201.90 $1.892.36 $8311.21 Lo 110103 80.00 k\t\$5.216.95 ,rp$1,201.90 $1:892.36 $8,311.21 Lot 10 ;Iowa, ¶1.120 @ $5.218.95 ‘( $1,201.90 $1,892.36 $3,311.21 Lot 11 /6(DI 85.00 $5..543.01 $1,277.02 $2,010.63 $8..830.66 Li.-.. 12 Ito ICO 90.00 $5,380.07 $1,352.14 $2,128.90 $9,350.11 COUNTRY CLUB ESTATES ADDITION NO. 4 BLOCK 2 Lot? ..?t,391 90.00 $5,669.07 $1,352.14 $2,128.90 $3,350.11 Lot 8 .24 395 80.00 $5216.95 ‘ $1,201.90 $1,892.36 $8,311.21 Lot 9 a43%. 80.00 $5,216.95 ■X$1,201.30 $1,392.36 $8,311.21 Lot 1U,24317 80.00 Q $5,21E35 „Rf $1,201.90 $1,392.26 $5,311.21 1.0[11,24,31g 85.00 $5,543.01 $1,277.02 $2,010.63 $8,830.66 Lot 12 a4.3” 90.00 $5,869.07 $1,352.14 $2,128.90 $9,350.11 Lot 19 A4104 90.00 $6,339.33 $1,352.14 $2.123.90 $3,620.43 Lot 20 ...74-07 00.00 $5,635.01 $1,201.90 $1,892.36 $3,729.27 Lot 21 Ateq4 80.00 6t $5,635.01 $1,201.90 $1,892.36 $8,729.27 Lot 22/4'0/ al al $5,635.01 $1,201.90 $1,892.36 $8,729.27 Lot 23 d0/6' 25.00 $5,937.20 $1.277.02 $2,010.63 $9,274.85 Lot 24 04'In 90.00 $6.339.39 $1,:352.14 $2,128.90 $9,820.43 BLOCK 3 L. Lot 7 ,2451/T 90.00 $6,339.39 $1,352.14 $2,123.00 $9,820.43 Lc.1 2 a6817 30.00 ,45,625.01 :1,201.30 $1,892.36 4,723.27 Lot 9 A4`I21) 80.00 6")' $5,635.01 $1,201.90 $1,832.36 $8,729.27 Lot 10 ;401 80.00 \ $5635.01 $1,201.90 $1.892.36 $8,729.27 • Lot 11 °W 85.00 $58720 $1.27702 $2,010.63 $9.974.85 Lot 12 010" 90.00 1;.E.,339,39 $1,352.14 $2,128.90 $9,820.43 BLOCK 4 Lot 1 .Q10.994 100.00 $1,690.07 V5,187.69 $2,365.45 $9.243.21 Lot'.:, 41140)5 90.00 \ $1.521.06 . ?$4,668.92 $2,128.90 $8,318.89 _,:4,-?. ,;14,1426, 85.00 (t)f) $1,436.56 $4,409.54 $2,010.63 $7,356.73 Lot 4 40/.2 7 35.00 $1,438.56 $4,409.54 $2.010.63 $7,856.73 I Lot S Q7/,ti,all' 190.00 $1,690.07 $5,137.63 $2,365.45 $9,243.21 TOTAL: $80,162.00 $71,142.00 !T;60,696.00 $60.721.00 $272.721.00 V A/ I/ . zalsI r. .11I I w N o N b OS r,_-0--- ,09 06 06 _ .L8 9848-__,6__ '• ` - -- - - __ ' -- -_. in g -- - ---------- I L- ___ _ .o r. °, - N Al v m m n i I m f m 0 - "_ Om I _ © 11 b m m .06 1 06 G8 S8 .06 .06 06 1 1 .09 ,08 ,O8 ,98 ,06 m c It e - 3AI80 -- -- --- A31S3ad m •) n m ,O6 ,06 ,98 $8 06 ,O6 06 11 8 ,08 ,09 ,S8 ,06 m Tr n I H M Q , - 10 P m Of I N N N in I N al I; 1 0 N m N m V __-- I I -0 I I / o J g -N=_ -N ,n v ©m m n 1 II 1 m o+ 2 = ^I 0 g _ O 1 ,091G 06 U6 ,98 ,68 ,06 ,06 - ,06 1 1 ,09 .09 ,0B ,SB 06 091 1 3N80 _ -- o , 3NIlANS - j ,091 ,09 06 ,06 ,G8 $8 ,06 j ,O6 ,06 ,09 ,08 ,09 $8 ,06 ,09 _ ',091 • 1 :n o W n I I 0 m O : •1 > a' - N In a in I I O P m al 0 = N at ; 1 1 I Cr; ------ - -� -- - --- - -- -- --- It a ---- • -----� r-- ---- - --- • - I I I' I In n a h m P 11 co 01 0 - N n a n µ1 O N N N N N • \. � m ,06 ,06 ,GB ,SB _ ,06 I I ,06 ,06 ,OB ,OB AEI ,GB ,06 � 1 d 3AISO A3101/8e e L „I�N m ,06 ,06 ,98 ',) $8 ,O6 1 1 ,06 ,O6 ,09 ,08 ,08 ,se 06 r I' I I ., C) "- o - 61___--N n .3 a 0 1 1 m �m m O - N N , m I -----J L-^----�--- 09 -AD --,OC--rte*--'r99---BB--,86-, r;06--96-- �B---OB� - 1 b C.A. I -In , in l'`. O N m N _ N M a CO I I M a N N I 1 CO m m 01 - V1 ,06 ,06 ,S9 08 ,06 LI ,06 .06 08 08 ,08 $8 ,06 al,' 1 o w - w b 3AINO Stllsnoa °, E. ,06 ,O6 ,99 ,98 As i ' ,06 ,06 ,09 ,08 ,08 ,GB ,06 c I I c in n m 0 N I) O = Nym1 CO a 1 � 10 m r CD a - N n - f I m CO o ZI - J -, .----C71 rl. y - ¢ I _ __ 0 1 1 O o m 1 1 m ,091 N Q N m N n It h 1 I m N 0 Ol a 'a N t m ! W w - (w ,OG Q 0) A, ,09 ,06 3106 ,99 . ,98 ,06 ! I .06 ,06 ,08 _ ,09 ,09 ,GB 06 ,09 m ,091 jm ,e9 e01 -°0 3Awa S31V153 $ ,� n too >";6Z6S ,OB 08 ,08 ,08 W ,06 ,08 ,OB pa .06 $8 ,G6 06 I ,6, y • Bt > - o0 U ,S8 �,1<I,b//m ro O 10 o a 10 N - 0 0 m - N N n a o - - N 1n CO e a N Fri S '0 - 3 ---- ! $b I $91 . it ,se poi 1 ¢I c 7 r- W -- --- 7 a. ~ �p,�.. m i,1 . 0 o - WIN 11 n a S3}p1S3 m o yqj UJ N Aa�,Nf10O o -I °- 1,,,i. I I U 10 A O I, N U 08,• $01 ,001 , i„Oil At ,98 08 O9 ,98 ,08 ,OB A9_ 08 $8 n °I M - n -m X681 aVOa - menoma81SV3 PETITION NIRBER TO THE GOVERNING BOGY City of Salina, Kansas (Al We, the undersigned, being owners of record of property liable for assessment for the following improvement', See Fxhibit "A" hereby propose that such improvement be made in the manner provided by Article 6a, Chapter 12 of the Kansas Statutes Annotated, as amended. (8) The estimate or probable cost of such improvement is Two Hundred Seventy Two Thousand Seven Hundred Twenty One and 00/100 Dollars ($272.721.00 (C) The extant of the proposed Improvement district to be assessed as indicated at the attached plat and is described as follows, Lots 6 through 10. Block 2: Jots 7 through 17. Block 5. all In Country Club Estates Addition No. 3. Lots 7 through 12, 14 through 24, Block 2: Lots 7 through 12. Blork 1: Lots 1 through 5,. Block 4, all in Country Club Estates Addition No. 4. (0) The proposed method of sent 1s, Based on adjusted front footage of each lot of land for street, water and storm drainage assessments without re and to buildings or improvement of the land. (E) The proposed apportiaement of costs between the improvement district and the City-at-large is, One Hundred percent ( 100 U to be assessed against the improvement district end 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. 12-6a0b11) 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. 12-6404) • Respectfully submitted by Don Morris Telephone Number 827-6804 Oats i Time Property owned within the Signature Residence of Signing proposed Improvement District EXHIBIT "A" The curbing, guttering, grading and paving of Skyline Drive from the north line of Lot 7, Block 5, Country Club Estates Addition No. 3 to the south line of Lot 10, Block 2, Country Club Estates Addition No. 3. The curbing, guttering, grading and paving of Presley Drive from the north line of Lot 19, Block 2, Country Club Estates Addition No. 4 to the south line of Lot 24, Block 2, Country Club Estates Addition No. 4. The curbing, guttering, grading and paving of Deborah Drive from the west line of Lot 12, Block 5, Country Club Estates Addition No. 3 to the east line of Lot 12, Block 3, Country Club Estates Addition No. 4. A water main to serve Lot 10, Block 2, Country Club Estates No. 3; Lots 7 through 12, Block 5, Country Club Estates Addition No. 3; Lots 7 through 12, 19 through 24, Block 2, Country Club Estates Addition No. 4; Lots 7 through 12, Block 3, Country Club Estates Addition No. 4; Lots 1 through 5, Block 4, Country Club Estates Addition No. 4. • PRELIMINARY ENGINEERING ESTIMATE AND FEASIBILITY REPORT PETITION NO. PROPOSED STREET AND UTILITY IMPROVEMENTS PART OF COUNTRY OAK ESTATES AND THE REPLAT OF COUNTRY OAK ESTATES ADDITION TO THE CITY OF SALINA, KANSAS FILE NO. 93-7A OCTOBER-1993 DON HOFF, DIRECTOR OF ENG. & UTILITIES Fkojea 44412_ SCOPE OF WORK The curbing, guttering, grading and paving of Dustin Road to serve Lots 10 through 16, Block 2; Lots 3 through 9, Block 3, all in Country Oak Estates Addition. The installation of a sanitary sewer main to serve Lots 6 through 14, Block 2; Lots 5 through 9, Block 3, Country Oak Estates Addition; Lots 3 through 6, Block 2, Replat of Country Oak Estates Addition. The installation of a water main to serve Lots 10 through 16, Block 2; Lots 3 through 9, Block 3, Country Oak Estates Addition; Lots 2 through 6, Block 2, Replat of Country Oak Estates Addition. BENEFIT DISTRICT Lots 6 through 16, Block 2; Lots 3 through 9, BLock 3, Country Oak Estates Addition; Lots 2 through 6, Block 2, Replat of Country Oak Estates 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 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, and any incidentals thereto to complete the street system. 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 COUNTRY OAK ESTATES ADDITION AND THE REPLAT OF COUNTRY OAK ESTATES ADDITION 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 $41.42 $34,173.59 $0.00 $34,173.59 WATER SYSTEM $29.50 $34,563.82 $0.00 $34,563.82 SANITARY SEWER SYSTEM $13.98 $16,126.69 $0.00 $16,126.69 TOTAL: $84.90 $84,864.10 $0.00 $84,864. 10 • PETITION NO. PRELIMINARY ESTIMATE OF PART OF COUNTRY OAK ESTATES ADDITION AND THE REPLAT OF COUNTRY OAK ESTATES ADDITION TOTAL PROJECT COSTS (Including Streets, Water and Sanitary Sewer) 1. COMMON EXCAVATION 120 C.Y. @ $ 5.00 = $ 600.00 2. BORROW 90 C.Y. @ 10.00 = 900.00 3. ASPHALT OR CONCRETE PAVEMENT 1,290 S.Y. @ 15.00 = 19,350.00 4. CONCRETE CURB & GUTTER 828 L.F. @ 8.00 = 6,624.00 5. C. I. PIPELINE, 6" 825 L.F. @ 12.00 = 9,900.00 6. C. I . FITTINGS 0.15 TON @ 3,500.00 = 525.00 7. FIRE HYDRANT 2 EA. @ 1,700.00 = 3,400.00 8. GATE VALVE, 6" 2 EA. @ 400.00 = 800.00 9. WATER SERVICE, 1" 23 EA. @ 500.00 = 11,500.00 10. SEWER PIPELINE, 8" 530 L.F. @ 16.00 = 8,480.00 11. STANDARD MANHOLE (TYPE I ) 2 EA. @ 1,200.00 = 2,400.00 12. SEWER TEES, 8" x 4" 19 EA. @ 75.00 = 1,425.00 13. SPECIAL TRENCH COMPACTION 258 L.F. @ 6.50 = 1,677.00 14. WATER 1 L.S. @ 750.00 = 750.00 15. CONSTRUCTION STAKING 1 L.S. @ 3,000.00 = 3,000.00 SUB TOTAL: $71,331.00 10% ENGINEERING & CONTINGENCY: 7,133.10 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 6,400.00 TOTAL: $84,864.10 PETITION NO. PRELIMINARY ESTIMATE OF PART OF COUNTRY OAK ESTATES ADDITION AND THE REPLAT OF COUNTRY OAK ESTATES ADDITION Preliminary Estimate of PROJECT COSTS (Street Improvements only) 1. COMMON EXCAVATION 120 C.Y. @ $ 5.00 = $ 600.00 2. BORROW 90 C.Y. @ 10.00 = 900.00 3. ASPHALT OR CONCRETE PAVEMENT 1,290 S Y. @ 19,350.00 = 19,350.00 4. CONCRETE CURB & GUTTER 828 L.F. @ 8.00 = 6,624.00 14. WATER 1 L.S. @ 250.00 = 250.00 15. CONSTRUCTION STAKING 1 L.S. @ 1,000.00 = 1,000.00 SUB TOTAL: $28,724.00 10% ENGINEERING & CONTINGENCY: 2,872.40 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 2,577.19 TOTAL: $34,173.59 PRELIMINARY ESTIMATE OF PROJECT COSTS (Water System only) 5. C. I . PIPELINE, 6" 825 L.F. @ $ 12.00 = $ 9,900.00 6. C. I . FITTINGS 0.15 TON @ 3,500.00 = 525.00 7. FIRE HYDRANT 2 EA. @ 1,700.00 = 3,400.00 8. GATE VALVE, 6" 2 EA. @ 400.00 = 800.00 9. WATER SERVICE, 1" 23 EA. @ 575.00 = 11,500.00 13. SPECIAL TRENCH COMPACTION 258 L.F. @ 6.50 = 1,677.00 14. WATER 1 L.S. @ 250.00 = 250.00 15. CONSTRUCTION STAKING 1 L.S. @ 1,000.00 = 1,000.00 SUB TOTAL: $29,052.00 10% ENGINEERING & CONTINGENCY: 2,905.20 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 2,606.62 TOTAL: $34,563.82 PETITION NO. PRELIMINARY ESTIMATE OF PROJECT COSTS (Sanitary Sewer only) 10. SEWER PIPELINE, 8" 530 L.F. @ $ 16.00 = $ 8,480.00 11. STANDARD MANHOLE (TYPE I ) 2 EA. @ 1,200.00 = 2,400.00 12. SEWER TEES, 8" x 4" 19 EA. @ 75.00 = 1,425.00 14. WATER 1 L.S. @ 250.00 = 250.00 15. CONSTRUCTION STAKING 1 L.S. @ 1,000.00 = 1,000.00 SUB TOTAL: $13,555.00 10% ENGINEERING & CONTINGENCIES: 1,355.50 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 1,216.19 TOTAL: $16,126.69 PETITION NO. PART OF COUNTRY OAK ESTATES ADDITION AND THE REPLAT OF COUNTRY OAK ESTATES ADDITION TO THE CITY OF SALINA, KANSAS PROPERTY OWNERSHIP PROPERTY FRONT DESCRIPTION FOOTAGE PROPERTY OWNER BLOCK 2, Country Oak Estates Addition Lot 6 COUNTRY OAK DEVELOPMENT Lot 7 Lot 8 Lot 9 Lot 10 Lot 11 Lot 12 11 Lot 13 Lot 14 Lot 15 Lot 16 Block 3, Country Oak Estates Addition Lot 3 COUNTRY OAK DEVELOPMENT Lot 4 Lot 5 Lot 6 Lot 8 Lot 9 Block 2, Replat of Country Oak Estates Addition Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 COUNTRY OAK ESTATES ADDITION to the City of Salina. Kansas DISTRIBUTION OF COST Property Adjusted Streets Sanitary Description Front Footage Dustin Road Sewer Water Total BLOCK 2. COUNTRY OAK ESTATES ADDITION Lot 6 60.00 $0.00 $838.62 $0.00 $838.62 Lot 7 60.00 $0.00 $838.62 $0.00 $838.62 Lot 8 59.20 $0.00 $827.44 $0.00 $827.44 Lot9 93.90 $0.00 $1,312.44 $0.00 $1.312.44 Lot 10 60.00 $2,485.05 $838.62 $1.770.69 $5,094.36 Lot 11 60.00 $2.485.05 $838.62 $1.770.69 $5.094.36 Lot 12 59.60 $2,468.48 $833.03 $1.758.88 $5.060.40 Lot 13 60.00 $2,485.05 $838.62 $1,770.69 $5.094.36 Lot 14 60.00 $2,485.05 $838.62 $1,770.69 $5,094.36 Lot 15 60.00 $2.485.05 $0.00 $1,770.69 $4,255.74 Lot 16 60.00 $2,485.05 $0.00 $1.770.69 $4,255.74 BLOCK 3. COUNTRY OAK ESTATES ADDITION Lot 3 55.80 $2.095.73 $0.00 $1.646.74 $3.742.47 Lot 4 60.00 $2,485.05 $0.00 $1,770.69 $4.255.74 Lots 60.00 $2,485.05 $838.62 $1,770.69 $5,094.36 Lot 6 60.00 $2.485.05 $838.62 $1,770.69 $5.094.36 Lot 7 60.00 $2,485.05 $838.62 $1,770.69 $5,094.36 Lot 8 60.00 $2,485.05 $838.62 $1,770.69 $5.094.36 Lot 9 54.90 $2.273.82 $767.34 $1,620.18 $4,661.34 BLOCK 2. REPLAT OF COUNTRY OAK ESTATES ADDITION Lot 2 54.70 $0.00 $0.00 $1.614.28 $1.614.28 Lot 3 73.90 $0.00 $1.032.90 $2.180.90 $3.213.80 Lot4 71.40 $0.00 $997.96 $2.107.12 $3,105.08 Lot 5 70.80 $0.00 $989.57 $2.089.41 $3.078.98 Lot 6 70.10 $0.00 $979.79 $2,068.75 $3.048.54 Total: 1.444.30 $34.173.59 $16,126.69 $34,563.82 $84.864.10 2639.59' SCHILLING .3 100 200 87541 212.10 60 18111 1 I 123' n ;II 1 w \\� .. \ .w2. 18 .. REn Ar I i OF 57 1. 21 • 2 V. IV ? > 2 I 2.H I \� Bo . 3 \ CQ0� \ > 1 $ 0,q/1, de> \%o K \� c i I \ P 2.2 F i oA v l o aE93 I I \ CI .J J ml 14� 0 1�z\ ��—� 78464 1 M1'• 124.6 n \\ 20' U/E I8 ��—_f --- 1. 01 13 5 O 3 \ 0R2 0!IEEK 185.30 \ '�) ,. a 1- w 127.88 CHANNEL 1 10 _ 3 II N °t__ _ 3 - 6 S 153.14 COUNTRY O 1 N II 4, 1• 104A6 . d 10 © ac •!/2.e, 'w ��J ,� ggli 6 8 39 ws wr 0 / IN • \ ti�-1': N ; ` 076.2/1� •1114r 9 lc 1 c? eV o a _ US IN ROAD • 9 I IIIIPIN h 381 11 y 10' "I t 19 Ars ;� s III --O r•••1 ° o / . I I 2 0 R04 . ° 3 e 9/�� A use . 4 1 fI� ` 2 b 3 ° . '�34 60 •1 F^'�r. 072. 1 ,:1 2 io HUEHL CIRCLE •/114.6y h A 42.7? 6004 60- " • " 60 6686 61570 a 61.13\\1j, S .. �/ A Yl PI_ - la 9 ,63n 4 a 51 8 . 7 : 8 . _9 A 101 ❑ tl 127, 13 ��\ 1 14608 110 60I �ir�sr— . ,. . • . .-77177 - !3 - .S . R COUNTRY OAK ESTATES Benefit District IIIIMMI•I•■MIEI I • r DO NOT %RITE IN THIS SPACE • m PETITION NUMBER TO, THE GOVERNING BODY City of Salina, m (A) Ile, the undersigned, being omen of record of property liable for assessment for the following Improvements, 1. Curbing, guttering, grading and paving of Dustin Road from the west property line of Lot 16. Block 2 to Huehl Circle to serve Lots 10-16, Block 2 and Lots 3-9, Block 3, all in Country Oak Estates Addition. 2. Install sanitary sewer main to serve Lots 6-14, Block 2 and Lots 5-9, Block 3, Country Oak Estates Addition; Lots 3-6, Block 2, Replat of Country Oak Estates Addition. 3. Install water main to serve Lots 10-16, Block 2 and Lots 3-9, Block 3, Country Oak Estates Addition; Lots 2-6, Block 2, Replat of Country Oak Estates Addition. hereby propose that such improvement be made in the manner provided by Article 6e, Chapter 12 of the Kansas Statutes Annotated, as amended, (8) The estimate or probable cost of such improvement is Eighty Four Thousand Eight Hundred Sixty Four and 10/100 Dollars (i 84.864.10 (C) The extent of the proposed improvement district to be assess ed as indicated an the attached plat and Is described as follows, Lots 6-16, Block 2; Lots 3-9, Block 3, Country Oak Estates; Lots 2-6, Block 2, Replat of Country Oak Estates Addition to the City of Salina, Kansas. (D) The proposed method of assessment is, Shall be based on adiusted front footage of each lot of land and without regard to buildings or improvements of the land. (E) The proposed apportionment of costs between the improvement district end the City-at-large is, One Hundred percent ( 100 %) to be assessed against the improvement district and Zero percent ( 0 I) to be sod against the City-at-large. (F) V. 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 Clark • • (K.S.A. 12-6404) • Respectfully submitted by Danny Huehl/Monty Montee Telephone Number 825-0059 Date 4 Time Property owned within the Sl gnature Residence of Signing proposed Improvement District • • • (Published in The Salina Journal October , 1993) RESOLUTION NUMBER 93-4648 • A RESOLUTION DETERMINING THE ADVISABILITY OF CERTAIN CURBING, GUTTERING, PAVING, GRADING, STORM WATER DRAINAGE, . LATERAL SANITARY SEWER AND WATER MAIN AND SERVICE IMPROVEMENTS • IN COUNTRY OAK ESTATES ADDITION, ESTIMATING THE COST THEREOF, DEFINING THE BOUNDARIES OF THE IMPROVEMENT DISTRICT, METHOD OF ASSESSMENT AND APPORTIONING THE COST BETWEEN THE IMPROVEMENT • DISTRICT AND THE CITY-AT-LARGE. WHEREAS, said improvements were requested by petition of those liable for the cost of the same, said proceeding shall be without notice, as provided by K.S.A. 12-6a04, and BE IT RESOLVED by the Governing Body of the City of Salina, Kansas: Section 1. That subject to the provisions of Resolution Number 89-4066 establishing a development policy for the financing of public improvements within the City of Salina, the Board of Commissioners of the City of Salina. Kansas. hereby finds and finally determines that it is advisable to make the following improvements, to-wit: COUNTRY OAK ESTATES ADDITION Curbing, guttering, paving and grading of DUSTIN ROAD from the west line of Huehl Circle to the west property line of Lot 16, Block 2 and Lot 3, Block 3 to serve Lots 10 through 16, Block 2, and Lots 3 through 9, Block 3, all in Country Oak Estates Addition. Lateral Sanitary Sewer 676 to serve Lots 6 through 14, Block 2, Country Oak Estates Addition. Lateral Sanitary Sewer 677 to serve Lots 5 through 9, Block 3, Country Oak Estates Addition and Lots 3 through 6, Block 2, Replat of Country Oak Estates Addition. The installation of a water main and service to serve Lots 10 through 16, Block 2; Lots 3 through 9, Block 3, Country Oak Estates Addition, and Lots 2 through 6, Block 2, Replat of Country Oak Estates Addtion. All in Country Oak Estates Addition to the City of Salina, Saline County, Kansas. Section 2. The extent or boundaries of the proposed improvement district to be assessed is: Lots 6 through 16, Block 2; Lots 3 through 9, Block 3; All in Country Oak Estates Addition to the City of Salina, Saline County, Kansas. Lots 2 through 6, Block 2; All in the Replat of Country Oak Estates Addition to the City of Salina, Saline County, Kansas. Section 3. The estimated or probable cost of such improvements is $84.864. 10. Section 4. The apportionment of cost between the improvement district and the city-at-large is as follows: I. The costs chargeable to private property in the amount of $84,864.10. 2. No costs chargeable to the City-at-large. • Section- S. The assessment with accrued interest shall be levied as • a special tax upon the property included within the benefit district concurrent with the general property taxes and shall be payable in ten (10) equal annual installments. Section 6. The method of assessment shall be based on the adjusted front footage of each lot of land and without regard to the buildings or improvements of the land. Section 7. That the advisability of the improvements set forth herein is hereby established without notice and hearing, as authorized by K.S.A. 12-6a04(2). Adopted by the Board of Commissioners and signed by the Mayor this lath day of October, 1993. Peter F. Brungardt. Mayor [SEAL[ ATTEST: Jacqueline Shiever, CMC City Clerk _ Q I 1: "5' :1Y .Ii 1, i L _ -1Y - .,1 .5. , 115' 4 ' ., NORTHWOOD r'7 y-r...:.-1? _ -•---_. .. • 2 e� .15 1 � I I 1 t s' 1 s' us• II 1 I~ s us' u5 us' ' '11 1 , I I I i5 1 I. I I - 11 I , O I- ! t 8 s I I 8 a a I I 8 8 a I I I B I 1- i I I I 1 1 H 1 ,N 6 N ci a :2I64. I . 1 1 I ` � I II II II I -- a 2 9 $ 0 2 1 9 a o 2 11 9 $ $ 2 I I 9 0 3 2 I - •+■or 1 ' I 11 - 1 1 I ;1 rn • 2 3 10 $ °° .3 ' i 10 $ 0 3 1 $ 3 I i0 °a e 3 al IN 5 N I I I``i/r IQ 111 1 I I 1^ 4 Id IY 11 2. 0 4 I+' I1 2 a 4 I 3 3 4 I I. 11 $ °0 4 14 10 4 p O I. Ig 10 N CO i I - 1 1 c 1�- 90 m 5 I I 12 a 5 I I 12 a 2 5 'c 5 11 12 $ 5 1 Iw 3 f t II II I :0r m m zz.x __ I , f .. 11 I - 0 o a 0 < 00 __-_-. __ 0 6 1 13 2 00 6 13 # 6 9 0 $ 6 I I 13 $ $ 6 I 10 2 b O 42.52' I I 1 3 I I 2 1- I ,O= O Z J W h �' 'Z 1 1 O I I w ¢ I I I I i 0 Z ii 7 1 1 14 e 8 7 I 14 . m o 7 R o 3 7 1 14 3 7 I p 1 O 1.1:::". I II II I IO O , O 'Z169• • I 115' 115' I 1 115' I I 1 115' IIS• I. 116 60 a BROOKWOOD BEENNE BENEFIT DISTRICT. :11769' ' 78' ',3'/+ 78' 11� 78' '�9t3' 60' 115' '' 78' -%8' - 78' 78' 93' 60' 108.71 I -7.10 771D GLORGETOWN Only I ' 2 3 4 5 6 = n 1 2 3 4 5 6 = Q ' I i 2 3 4 J1 o rts--17-8-68•- -•98.01- 'P - -_- • - __ 100•81- ,__-_ ___- \71 - I 4. 7 m h 11 �u T . s? o 8, 8 9 10 1 I = - 7 ' , 8 9 10 I I 12 = 7 8 9 10 Itt 6,..041 78' 78' 93' 118' '_, 76' 76' - 79' _ 78' 93' 101.91' 7710' 77.10' 77'.101 0°'12 60 o APPLEWOOD e ,LO°� 0 OS 69.04 78 113' i"1 76' " 71' ` ' p 101.96 46- 184.9 13 14 IS $ I Q, 1 2 3 4 5 �Cr 6 ca _i S I 2 �II a I01 • . •'1 1 .- - ---- _�O �E7a� - �--- - -----45• =--- `ii---+ Iii-93=- -eastp--83.6' -='- -83.5.--931 f 1! ---= I18 - 1S 20 21 22 ° $4. 7 8 g 9 10 I I s 12 '. `u_ 5 -UO 69.04' 73' 78' 9;' 9290' 13.00' • v �, ( • 8349' 9291' 2 164.19' • ; 311 •1 60' R. b ,2 •, 2 VILLAGE LAN 1 1 s. cg: �, -= 83.09 109 19 32676' � 2. 25 27 28 o _ 'r 5 .d la K, I—� ® II868 - -eS01- ` ---- r• m 50'OIL PIPE- 1 •y ` 1 1 i i I_JJ_ 12 LINE EASEMENT' ili 29 30 31 32 33 34 ° Q T 10 ,'` 12 - 270.82. • -'100' 80.67' 8067' 80.67' 80.68' 1• • A. & - • PHEASANT LANE o 3 4 1 , 100 80.67 80.67 80.67' 80.68 100 464 56 • I' 262.27' ' 1 2 = 3 = 4 = 5 = 6 N'- -- - --- ---- -- -- b� 5 s - - - fit• ca 1 • I t ® -20'WE 272.17' 244 09' I i� a 12l ® -r 0� . 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L Z ta i.i , I 0 W I I IP. 12 ;; I, i W IIIR 2 7 1 1 14 i < 2 7 14 t a) t 7 2 0 2 7 1 14 2 : 7 1 ,0 I a ci , 1 II II I 1- ° 0 :zz as, 2 1.5" 1151 115. I 115' 111. 11 ! 115' 100' 2 BROOKWOOD 11E111111111. BENEFIT DISTRICT. • , 11769' , 78' Y a' [ 78' 713' 93 60' 115' I,' 79' 13'- - 78' 78' . 93' 60 108.71' I-' ' '"'"''7..10' '7710 , G LO R TO 1,3 In , 2 3 4 5 6 = 1 2 4 5 64 = I I, 2 3 4 sc - -- at--176,68-- --95.0 - " - --- — — -------1 1--- --- 14 l 4 1 1 edum -1r) 7 a In I e in .., 8 9 10 II = = 7 1 , 8 9 10 II 12 z = 7 8 9 10 is 4> .0 6,.. 41 60,04' 79 78 33. 115' 1_1, 78' To' 78' 78' 93' loam' ,I.-r-rfd 77.10' 77101 cmi sd Ft. -o -0 A PPLEWOOD ID 1 812-12 a I 69.04 78 elis I.,, 78' " " 78' 46. 108.96 46• 154.9 13 14 15 a I ,ce 2 1 o • BLOCK ONE P.% a 3.-: -815' -2 s.iL.i: 5 I ... 164.81' • r* II . 89.04 79' 78' 99' 92.98. MAO' . 1 - 8349' 9230, 4 60 R. b ini2z%' sm . . -S VILLAGE LAN . IV • • Y - . - I_ '-: 109 19 326.76' 25 26 27 28 8 • - oa aa IT ..... lin • 1•• oi 50'aL PIPE- 1 el ..... 5 .., RI--178.ss--- -95-01 - - -- --- ---- _. -.- 1 , : , , . ai 1 j "2 LINE EASEMENT' re- -2. 1 iir illa •U7E ■ 29 30 31 32 33 34 ° o 7 4 10 „.• . 12 .- II; • . ' 270.82' , 100' 80.67' 80.6'7' 80.67' 80.68' 100' A• *.: 1 A- A PHEASANT LANE .. 2, fir : ; 100 80.67 80,67 80.67' 80.68 100- 252.27' , , I 2 a 3 = 4 . 5 • 6 --. III' a 6 r 1 ----- 1? 141 1 C a LEOVE - 272.17' 244 09' 1 - I. ,. I = NI. 40 rn 01 A, 7 ai .xm- 7 .0. • ., 0 343.2ei I 214.04110 r .■ 3, tr, L . , 1 11111 . w a) ; -X1 9 10 i A , ifii 111 a a a - al jimmisimimmiumiummininimumiir - -II , 2r. 60 364 48' 229' ■ t CRAWFORD .2r l� -, It X..' 1 /�/li#"''� yam`:%I 5 i 115' 1 .o NORTHWOOD a " 11101' 1 1 115' ■15' T 1 115' 115'1i u5' I15' “5' IIY I 115' . 1 i1 I l I .. 1 1 1 a • 0 1 1 1 8 v a I II 8 S s 1 I I 8 . • I 1 L. h I I I I N 9 — 1 '2144' I . I - I L __ 0 2 1 I 9 2 2 2 , 1 9 • 2 2 H I I 9 $ 2 2 I I 9 2 2 2 I - II II II 121.57' I T - � I T ( 1 3 1 1 10 2 2 3 ' 1 10 $ 3 '> $ 3 10 $ ;I r0 5 b N i. 1 o I I a 3 !II N N 12211 I. I 1 r1 " . _ • 4 101` II 2 0 4 11'` II • 2 4 I > 4 4 �3I� !I R o 4 I1. lD 4 ® 0 Izz2r 1I I ,b 00 1 I ' ' I I m tl la 2 5 11 12 2 2 5 1 ' 12 2 2 5 3 2 5 I 12 2 2 5 I it 3 f t Izz.is• ' I I I I 10• o m- 1._- 1 f 1• -- I0 O -----• --- 2 6 I I 13 2 Op 2 6 � 1 13 2 O 2 6 p S 6 I I 13 2 S 6 I ,O 2 o 0 3 r3- I � I ,o w z m 12z.sr # I I I I I w - In I, - Z I ' w I I I 1� im: 3 o a 7 ' 1 14 • < a 7 1 : 14 m s 7 U 7 1 14 7 I i0 I o 1 I I I Ia 1225r • Ill. 1I5• Li 115' 1 ' 1 t us' ns' ,_ IIS' 60 2 BROOKWOOD ®MAN■ BENEFIT DISTRICT. :11769' 1 78- 78' 78' 78' 93' 60' 115' rr 78' %8' 78' • 78' 93' 60' ''-'^a 1 , 108.71' �'� -''.SO' '7710 ' GLOR TO " 1 I I 2 3 4 3 6 °- n l ; ; 2 3 4 5 S n Q = I 1 2 3 4 . 1 0 Pr-17`8.68-- --96.01- '1. - --- • - -- 'i'I--- --- --�--- +----- 16641- --- -° - I+I Q 1 4' e 8 9 10 11 = = 7 : ; 8 9 10 11 12 = ' 7 ,; 8 9 10 o , *5 60.04' 78' 7e' 93' 115' i.; 78' 78' 78' _ 78' 93' 106.91' ;1'.7710' 77.10' 77101 °0112 n 60'R ,°p APPLEWOOD • 1 a 1,ye OB 69.04 78 113' ir;� 76' " 7'e' ' 106.96 46- 164.9 I� O - .T 13 14 15 i �iQi i 2 BLOCK 40NE}S��s�0'\'6 2 _4 8 1 2 I ; 1 '1 , • '� - - -- -- ---- -93=- -6sa' -83.5' --2'-„-83.5_o -93'- Q 1� -- -- ;o , IS 20 21 22 ? 7 8 9 10 II Q 12 $ tL �� 51 /•� 989.04' 76' 74' 95' _ 9290' 63.00', • I 83.49'_ 9292' 11" ?v 16466' . R. 4* $ VILLAGE LAI', If 111. y 8.'fA0 A 109 19 326.76'2: 23 26 27 28 5 „ M I---ti • ' A, m 50' oIL PIPE- 1 ii--IZ8.66-- - -9 -01 - - -- --- -- -- 1 • • . ;7 t-• . aiIJ- M LINE EASEMENT' 29 30 J 31 32 33 34 0 Q 7 10 eili 12 UVE 27o.e2' ■ loo' 60.67'( 80.67' 80.67' 80.88' 100' ,. b A. 3 4 It•• PHEASANT LANE v I 0.67 100•I ■ 6 - C II e'tUE 272.17' 244 09' 'I N m -r � I to 1 n o- N "" 7 3 ' 6 7 6 g a b , 0E4 W 1 (� 7 OA ; 843 24 296.04' ■ • = L i Il m 1 4 9 _ 10 i -- --- -- 601 �- 364 aa' 1 22e' , e CRAWFORp . . 7 I RD I 0. 14 2 7 1 4 i 1'� I✓/I P ( ! I S' cr, 12 I 57' j ”s. I II'I r 115' I 1 II II „ NORTHWOOD ' 1216F i1, 115' 225- '-I 65' -its -1-"1 s 115. ,-r • s I us' I 118' Ilt 8 2 . I I I 8 a s I 1 I 8 2 2 1 I I 8 2 - I e o I I 1 I I I N 6 a N 2164. I I I I 1 --- 18 2 9 2 2 2 1 1 9 o a 2 I I 9 2 2 2 I , 9 2 2 2 I II I ' N l i 6.I r0 5 to 2 3 I I 10 2 2 3 1 1 10 2 3 , 2 3 I I 10 2 2 3 rcI 'N 1%.1.. — I Izz u 1 i - I I �I/l�'y/�J W ~is 1 1s '; I�i! I•2 4 I0I: II 2 2 4 I I I 2 2 4 I d 2 4 134. II 2 8 4 14 10 4 O O . - 'f 1 1? I 1w o w .zzs I� 1 �_� 2 5 1 12 2 2 5 1 ' 12 2 2 5 d 5 I I 12 2 2 5 1 1t 3 a I °0 m ae_., X22.__ 11 I I _ 1I I I i. — I 0 2 2 0O O I I I , O -----' --, 2 6 I 13 2 6 13 0 2 6 , O 2 6 13 2 2 6 10 2 p O ` 0 zz sz 3 I I 3 3 I I I ,0 o z m 11 1 U - In = I !^ — I I n I ' w ¢ 1 1 ' n k. 7 I 14 2 < 2 7 I I 14 2 m 2 7 u 2 7 I 14 2 2 7 1 10 1 0 3 0 1 II II 1 1O 0 0 22 69• _ , IS' IIS' 1.1 115• I I ❑S' 115• I_ ' 115 60' 1 8 BROOKWOOD '♦ MOMME BENEFIT DISTRICT. •-11769' 78' ,8. i 78' 78' 93' 60' 115' I- 78' '. %8' - 78' - 78' - 93' 60' 108.71' 1 ' " •'.10"771D'I GLOR TO 1 ■ I 2 3 4 5 6 '_° n I 2 3 4 5 6 n a - 1 1 2 3 4 _ _ ' 1 Ii1 --1718-68-- --95.04- 'SP - --- - -- ----- ' i----- -------- --- 16 = ---- -- - v 7' a 8 9 10 I I p = 7 ' ; 8 9 10 11 12 `_' n 7 1 8 9 10 •81 Oe.60.04' 78' 78' 93' Its' ■ ; 78' 78' T 6' 78' _ 93' 106.11' ,(L7710'_77.10' _7730 1 °0,12 9 6d 0 APPLEWOOD ,LO°j di 69.04 78 113' 78' 78' 46' 108.96 46 CD 13 14 13 $ 10.311 1 2,BLOCK 4ONE 5 p:`%6 Q Q I 1 1 1 '- - ------- --- -- -- r :i8 20 . 21 ?� ° 10 II 4 12 $ LL' 5 1 - O0 69.04' 71' 78' 91' , 9290' sue', 1. 1 8149' 929D' • �{ ? 154.99' • ' 2-.1 60' R. b $ VILLAGE LANE ` o it. 10919 328.76' T s 2 25 27 Aia r-�' ' a; ►. ao 50'OIL PIPE- I 1 1 1' a— I j "2 UNE EASEMENT'. on- r;;. 30 31 32 33 $ 7 10 �'.` : 27'0.82' ' 100' 80.67 80.67' 80.67' .80.ee' .• .- t & A.PHEASANT LANE o `It 3 4 i k , 100 80.67 ..80.67 90.67• 80.68 100 454 86 ■ 1 262.27' • 1 I 2':.a 3 s 4 . 5 s 6 _ • --- fit' m of L 1WI 20`U/E ® 272.IT' 244 09 I I 1 0 N ao ;Ti ao en 7 8 v bb. r +r 7 - B e-�o■ a w 3 34L26•' 218.04' ' ' in _ 1 W �J - co - o■ 60' 3. 48' 228. .61 in r CRAWFORD • PRELIMINARY ENGINEERING ESTIMATE AND FEASIBILITY REPORT PETITION NO. PROPOSED STREET AND UTILITY IMPROVEMENTS PART OF GEORGETOWN ADDITION TO THE CITY OF SALINA, KANSAS FILE NO. 93-9 JUNE - 1993 DON HOFF, DIRECTOR OF ENGINEERING & UTILITIES 13 4er qy-842 SCOPE OF WORK The curbing, guttering, grading and paving of Pheasant Lane from Marymount Road to Fairdale Road to serve Lots 18, 23, 24, 29 through 34, Block 1; Lots 1 through 7, Block 2; all of Block 5; Lots 7 through 12, Block 2, Replat of Blocks 4, 10; 11 and 12; all in Georgetown Addition. The curbing, guttering, grading and paving of Beechwood Road from Village Lane to Pheasant Lane to serve Lots 25, 26, 27, 28, 29, 30, 31, 32, 33 and 34, Block 1; Lots 1, 2, 3, 7 8, 9, Block 2; Replat of Blocks 4, 10, 11 and 12, Georgetown Addition. The installation of a sanitary sewer main to serve Lots 1 through 7, Block 2 and all of Block 5, Georgetown Addition. The installation of a water main to serve Lots 29 through 34, Block 1; Lots 1 through 6, Block 2; all of Block 5; Lots 7 through 12, Block 2, Replat of Blocks 4, 10, 11 and 12, Lot 3, Block 8, all in Georgetown Addition. BENEFIT DISTRICT Lots 18, 23 through 34, Block 1; Lots 1 through 7, Block 2; all of Block 5; Lot 3, Block 8, Lots 1, 2, 3, 7 through 12, Block 2, Replat of Blocks 4, 10, 11 and 12, all in Georgetown Addition. 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, water, sanitary sewer and storm drainage 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 storm drainage improvements, including grading, pavement, curb and gutters, and any incidentals thereto to complete the street and storm 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. 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 GEORGETOWN ADDITION TO THE CITY OF SALINA, KANSAS PETITION NO. COST COST CHARGEABLE CHARGEABLE COST PER ADJ. TO BENEFIT CHARGEABLE TOTAL FRONT FOOT DISTRICT TO CITY COST IMPROVEMENTS STREET AND $33.55 (Ave. ) $127,869.50 $0.00 $127,869.50 STORM DRAINAGE WATER SYSTEM $28.49 $ 60,818.20 $0.00 $ 60,818.20 SANITARY SEWER SYSTEM $23.68 $ 23,260.30 $0.00 $ 23,260.30 TOTAL: $85.72 (Ave. ) $211,948.00 $0.00 $211,948.00 PETITION NO. PRELIMINARY ESTIMATE OF PART OF GEORGETOWN ADDITION TOTAL PROJECT COSTS (Including Streets, Storm Drainage, Water, and Sanitary Sewer) 1. COMMON EXCAVATION 3,020 C.Y. @ $ 5.00 = $ 15,100.00 2. ASPHALT OR CONCRETE PAVEMENT 3,980 S.Y. @ 15.00 = 59,700.00 3. VALLEY GUTTER 260 S.Y. @ 25.00 = 6,500.00 4. CONCRETE CURB & GUTTER 2,360 L.F. @ 8.00 = 18,880.00 5. C. I . PIPELINE, 6" 1,440 L.F. @ 12.00 = 17,280.00 6. C. I . FITTINGS 0.60 TON @ 3,500.00 = 2,100.00 7. FIRE HYDRANT 4 EA. @ 1,700.00 = 6,800.00 8. GATE VALVE, 6" 5 EA. @ 400.00 = 2,000.00 9. WATER SERVICE, 1" 19 EA. @ 500.00 = 9,500.00 10. SEWER PIPELINE, 8" 740 L.F. @ 16.00 = 11,840.00 11. SEWER PIPELINE, 4" 50 L.F. @ 8.00 = 400.00 12. STANDARD MANHOLE (TYPE I) 3 EA. @ 1,500.00 = 4,500.00 13. SEWER TEES, 8" x 4" 6 EA. @ 75.00 = 450.00 14. CONNECTION TO EXISTING MANHOLE 1 EA. @ 500.00 = 500.00 15. REMOVE EXISTING CURB & GUTTER 83 L.F. @ 2.00 = 166.00 16. SIDEWALK RAMPS 6 EA. @ 400.00 = 2,400.00 17. BORE & ENCASEMENT 100 L.F. @ 60.00 = 6,000.00 18. TAPPING VALVE & SLEEVE, 6" x 6" x 6" 1 EA. @ 1,500.00 = 1,500.00 19. SPECIAL TRENCH COMPACTION 616 L.F. @ 6.50 = 4,004.00 20. WATER 1 L.S. @ 1,000.00 = 1,000.00 21. CONSTRUCTION STAKING 1 L.S. @ 3,000.00 = 3,000.00 SUB TOTAL: $173,620.00 15% ENGINEERING & CONTINGENCY: 26,043.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 12,285.00 TOTAL: $211,948.00 PETITION NO. PRELIMINARY ESTIMATE OF PART OF GEORGETOWN ADDITION Preliminary Estimate of PROJECT COSTS (Street and Storm Drainage Improvements only) 1. COMMON EXCAVATION 3,020 C.Y. @ $ 5.00 = $ 15,100.00 2. ASPHALT OR CONCRETE PAVEMENT 3,980 S.Y. @ 15.00 = 59,700.00 3. VALLEY GUTTER 260 S.Y. @ 25.00 = 6,500.00 4. CONCRETE CURB & GUTTER 2,360 L.F. @ 8.00 = 18,880.00 15. REMOVE EXISTING CURB & GUTTER 83 L.F. @ 2.00 = 166.00 16. SIDEWALK RAMPS 6 EA. @ 400.00 = 2,400.00 20. WATER 1 L.S. @ 500.00 = 500.00 21. CONSTRUCTION STAKING 1 L.S. @ 1,500.00 = 1,500.00 SUB TOTAL: $104,746.00 15% ENGINEERING & CONTINGENCY: 15,711.90 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 7,411.60 TOTAL: $127,869.50 Y PETITION NO. PART OF GEORGETOWN ADDITION PRELIMINARY ESTIMATE OF PROJECT COSTS (Water System only) 5. C. I . PIPELINE, 6" 1,440 L.F. @ $ 12.00 = $17,280.00 6. C. I . FITTINGS 0.60 TON @ 3,500.00 = 2,100.00 7. FIRE HYDRANT 4 EA. @ 1,700.00 = 6,800.00 8. GATE VALVE, 6" 5 EA. @ 400.00 = 2,000.00 9. WATER SERVICE, 1" 19 EA. @ 500.00 = 9,500.00 17. BORE AND ENCASEMENT 100 L.F. @ 60.00 = 6,000.00 18. TAPPING VALVE & SLEEVE, 6" x 6" x 6" 1 EA. @ 1,500.00 = 1,500.00 19. SPECIAL TRENCH COMPACTION 560 L.F. @ 6.50 = 3,640.00 20. WATER 1 L.S. @ 250.00 = 250.00 21. CONSTRUCTION STAKING 1 L.S. @ 750.00 = 750.00 SUB TOTAL: $ 49,820.00 15% ENGINEERING & CONTINGENCY: 7,473.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 3,525.20 TOTAL: $ 60,818.20 PRELIMINARY ESTIMATE OF PROJECT COSTS (Sanitary Sewer only) 10. SEWER PIPELINE, 8" 740 L.F. @ $ 16.00 = $11,840.00 11. SEWER PIPELINE, 4" 50 L.F. @ 8.00 = 400.00 12. STANDARD MANHOLE (TYPE I) 3 EA. @ 1,500.00 = 4,500.00 13. SEWER TEES, 8" X 4" 6 EA. @ 75.00 = 450.00 14. CONNECTION TO EXISTING MANHOLE 1 EA. @ 500.00 = 500.00 19. SPECIAL TRENCH COMPACTION 56 L.F. @ 6.50 = 364.00 20. WATER 1 L.S. @ 250.00 = 250.00 21. CONSTRUCTION STAKING 1 L.S. @ 750.00 = 750.00 SUB TOTAL: $19,054.00 15% ENGINEERING & CONTINGENCIES: 2,858.10 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 1,348.20 TOTAL: $23,260.30 • GEORGETOWN ADDITION TO THE CITY OF SALINA, KANSAS PROPERTY OWNERSHIP PROPERTY DESCRIPTION PROPERTY OWNER BLOCK 1 Lot 18 Kenneth K. Koker Lot 23 Stephen L. Brannon & Wife Lot 24 James J. Copas Lot 25 Earl R. & Bonnie L. Foster Lot 26 James J. & Kristi L. Copas Lot 27 Thomas L. & Lynda Cummings Lot 28 Donald R. & Denise S. Wendt Lot 29 Georgetown, Inc. Lot 30 Lot 31 Lot 32 Lot 33 Lot 34 BLOCK 2 Lot 1 Georgetown, Inc. Lot 2 Lot 3 Lot 4 " " Lot 5 " " Lot 6 Lot 7 - Tract 1 Roy M. Wilbur Trust Lot 7 - Tract 2 Jack E. Rowson Trust Lot 7 - Tract 3 Lot 7 - Tract 4 Mary E. Rowson Trust Lot 7 - Tract 5 Jack E. Rowson Trust Lot 7 - Tract 6 John E. & Rupright John R. Rogers Lot 7 - Tract 7 Wilbur Construction Company BLOCK 5 - Less W 221.31' Mary E. Rowson Trust BLOCK 5 - W 221.31' BLOCK 8 Lot 3 Mid-Continent Enterprises Ltd. BLOCK 2, REPLAT OF BLOCKS 4, 10, 11 & 12 Lot 1 Michael L. & Stacy A. Aufdemberge Lot 2 Gregory S. & Alice L. Jackson Lot 3 Tasker, Inc. Lot 7 Georgetown, Inc. Lot 8 " Lot 9 Lot 10 " Lot 11 " Lot 12 - less S 53' & less N 5' Thomas Alloway Hayes Lot 12 - S 53' Eugene D. & Marina F. Mullen • • GEORGE1)QS GEORGETOWN ADDITION to the City of Salina Kansas DISTRIBUTION OF COST Streets Streets • Property Adjusted Pheasant Beachwood Sanitary Description From Footage Lane Road Sewer Water Total BLOCK 1 Lot 18 124.30 $4,467.83 $4,467.83 Lot 23 135.10 $4,856.02 $4,856.02 Lot 24 124.30 $4,467.83 *4,467.83 Lot 25 110.60 $2,139.82 $2,139.82 Lot 26 78.00 *1,50309 *1.509.09 Lot 27 78.00 $1,509.09 $1,509.09 Lot 28 93.00 *1.799.31 *1.799.31 Lot 29 100.00 $3,594.39 *1.934.74 $2,975.16 $8,504.28 Lot 30 80.70 $2.900.67 $1,561.33 $2,400.95 $6,862.96 Lot 31 80.70 *2,900.67 $1,561.33 $2,400.95 $6,86296 Lot 32 80.70 *900.67 *1.561.33 52,400.95 $6.86298 Lot 33 80.70 $2,900.67 $1,561.33 $2,400.95 $6,862.96 Lot 34 100.00 $3,594.39 $1,934.74 $2,975.16 $8,504.28 BLOCK 2 Lot 1 100.00 $3,594.39 $1.65201 $2.975.16 $8,221.56 Lot 2 80.70 5290(167 *1,333.17 32.400.95 56,634.80 Lot 3 80.70 52 900.67 31.333.17 *2,400.95 $6,634.80 Lot 4 80.70 *2900.67 *1.333.17 $2,400.95 $6,634.00 Lot 5 80.70 52900.67 $1333.17 $2,400.95 *6.634.80 Lot 6 100.00 $3,594.39 $1,65201 *2,975.16 *8,221.56 Lot 7-Tract 1 72.90 *2,620.31 $1,204.32 $3,824.62 Lot 7-Tract 2 3300 $1,365.87 *627.76 $1,993.63 Lot 7-Tract 3 50.10 *1,80079 $827.66 $2628.45 Lot 7•Tract 4 41.50 $1,491.67 $685.58 52177.26 Lot 7-Tract 5 655.00 *2.336.35 *1,07321 • $3,410.16 Lot 7•Tract 6 74.80 *2,688.60 $1235.70 $3,324.31 Lot 7-Tract 7 180.50 *6.487.87 $2981. *9,469.75 BLOCK 5 W. 221.3 221.30 $7,954.38 $3.655.90 *6.584.03 $18,194.31 Lau W. 221.3 141.1 $5,071.68 $2330.99 $4,197.95 $11,600.62 BLOCK B Lot 3 138.40 *4,117.62 *4,117.62 BLOCK 2.REPEAT OF BLOCKS 4.1 OM.t,12 Lot 1 9300 51.799.31 $1,799.31 Lot2 8150 $1,615.51 $1,615.51 Lot3 8350 $1,615.51 51.615.51 Lot 7 90.00 $3234.95 $1,741.26 $2,677.64 $7,653.86 Lot8 7E00 *2.731.74 *1,470.40 *2261.12 $6,463.25 Lot9 76.00 *2.731.74 *1.470.40 52161.12 $6,46326 Lot 10 76.00 52.731.74 $2751.12 5439286 Lot 11 76.00 *2.731.74 32261.12 34,992.86 Lot 12 103.80 *3.700.98 $3.08322 5621319 TOTAL: *101,085A00 *26,784.50 *2326030 560.819.20 *211348.00 PRELIMINARY ENGINEERING ESTIMATE AND FEASIBILITY REPORT PETITION NO. PROPOSED STREET AND UTILITY IMPROVEMENTS PART OF GEORGETOWN ADDITION TO THE CITY OF SALINA, KANSAS FILE NO. 93-9 JUNE - 1993 DON HOFF, DIRECTOR OF ENGINEERING & UTILITIES SCOPE OF WORK The curbing, guttering, grading and paving of Pheasant Lane from Marymount Road to Fairdale Road to serve Lots 18, 23, 24, 29 through 34, Block 1; Lots 1 through 7, Block 2; all of Block 5; Lots 7 through 12, Block 2, Replat of Blocks 4, 10, 11 and 12; all in Georgetown Addition. The curbing, guttering, grading and paving of Beechwood Road from Village Lane to Pheasant Lane to serve Lots 25, 26, 27, 28, 29, 30, 31, 32, 33 and 34, Block 1; Lots 1, 2, 3, 7 8, 9, Block 2; Replat of Blocks 4, 10, 11 and 12, Georgetown Addition. The installation of a sanitary sewer main to serve Lots 1 through 7, Block 2 and all of Block 5, Georgetown Addition. The installation of a water main to serve Lots 29 through 34, Block 1; Lots 1 through 6, Block 2; all of Block 5; Lots 7 through 12, Block 2, Replat of Blocks 4, 10, 11 and 12, Lot 3, Block 8, all in Georgetown Addition. BENEFIT DISTRICT Lots 18, 23 through 34, Block 1; Lots 1 through 7, Block 2; all of Block 5; Lot 3, Block 8, Lots 1, 2, 3, 7 through 12, Block 2, Replat of Blocks 4, 10, 11 and 12, all in Georgetown Addition. 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, water, sanitary sewer and storm drainage 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 storm drainage improvements, including grading, pavement, curb and gutters, and any incidentals thereto to complete the street and storm 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. 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 GEORGETOWN ADDITION TO THE CITY OF SALINA, KANSAS PETITION NO. COST COST CHARGEABLE CHARGEABLE COST PER ADJ. TO BENEFIT CHARGEABLE TOTAL FRONT FOOT DISTRICT TO CITY COST IMPROVEMENTS STREET AND $33.55 (Ave. ) $127,869.50 $0.00 $127,869.50 STORM DRAINAGE WATER SYSTEM $28.49 $ 60,818.20 $0.00 $ 60,818.20 SANITARY SEWER SYSTEM $23.68 $ 23,260.30 $0.00 $ 23,260.30 TOTAL: $85.72 (Ave. ) $211,948.00 $0.00 $211,948.00 . PETITION NO. PRELIMINARY ESTIMATE OF PART OF GEORGETOWN ADDITION TOTAL PROJECT COSTS (Including Streets, Storm Drainage, Water, and Sanitary Sewer) 1. COMMON EXCAVATION 3,020 C.Y. @ $ 5.00 = $ 15,100.00 2. ASPHALT OR CONCRETE PAVEMENT 3,980 S.Y. @ 15.00 = 59,700.00 3. VALLEY GUTTER 260 S.Y. @ 25.00 = 6,500.00 4. CONCRETE CURB & GUTTER 2,360 L.F. @ 8.00 = 18,880.00 5. C. I. PIPELINE, 6" 1,440 L.F. @ 12.00 = 17,280.00 6. C. I. FITTINGS 0.60 TON @ 3,500.00 = 2,100.00 7. FIRE HYDRANT 4 EA. @ 1,700.00 = 6,800.00 8. GATE VALVE, 6" 5 EA. @ 400.00 = 2,000.00 9. WATER SERVICE, 1" 19 EA. @ 500.00 = 9,500.00 10. SEWER PIPELINE, 8" 740 L.F. @ 16.00 = 11,840.00 11. SEWER PIPELINE, 4" 50 L.F. @ 8.00 = 400.00 12. STANDARD MANHOLE (TYPE I) 3 EA. @ 1,500.00 = 4,500.00 13. SEWER TEES, 8" x 4" 6 EA. @ 75.00 = 450.00 14. CONNECTION TO EXISTING MANHOLE 1 EA. @ 500.00 = 500.00 15. REMOVE EXISTING CURB & GUTTER 83 L.F. @ 2.00 = 166.00 16. SIDEWALK RAMPS 6 EA. @ 400.00 = 2,400.00 17. BORE & ENCASEMENT 100 L.F. @ 60.00 = 6,000.00 18. TAPPING VALVE & SLEEVE, 6" x 6" x 6" 1 EA. @ 1,500.00 = 1,500.00 19. SPECIAL TRENCH COMPACTION 616 L.F. @ 6.50 = 4,004.00 20. WATER 1 L.S. @ 1,000.00 = 1,000.00 21. CONSTRUCTION STAKING 1 L.S. @ 3,000.00 = 3,000.00 SUB TOTAL: $173,620.00 15% ENGINEERING & CONTINGENCY: 26,043.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 12,285.00 TOTAL: $211,948.00 PRELIMINARY ENGINEERING ESTIMATE AND FEASIBILITY REPORT PETITION NO. PROPOSED STREET AND UTILITY IMPROVEMENTS PART OF GEORGETOWN ADDITION TO THE CITY OF SALINA, KANSAS FILE NO. 93-9A SEPTEMBER - 1993 DON HOFF, DIRECTOR OF ENGINEERING & UTILITIES Neu, 84412. SCOPE OF WORK The curbing, guttering, grading and paving of Pheasant Lane from Marymount Road to Fairda1e Road to serve Lots 29 through 34, Block 1; Lots 1 through 6, part of Lot 7, Block 2; part of Block 5; Lots 7 through 12, Block 2, Replat of Blocks 4, 10, 11 and 12; all in Georgetown Addition. The curbing, guttering, grading and paving of Beechwood Road from Village Lane to Pheasant Lane to serve Lots 18, 23 through 34, Block 1; Lots 1, 2, 3, 7 8, 9, Block 2; Replat of Blocks 4, 10, 11 and 12, Georgetown Addition. The installation of a sanitary sewer main to serve Lots 1 through 6, Block 2 and part of Block 5, Georgetown Addition. The installation of a water main to serve Lots 29 through 34, Block 1; Lots 1 through 6, Block 2; part of Block 5; Lots 7 through 12, Block 2, Replat of Blocks 4, 10, 11 and 12; Lot 3, Block 8, all in Georgetown Addition. BENEFIT DISTRICT Lots 18, 23 through 34, Block 1; Lots 1 through 6 and part of Lot 7, Block 2; part of Block 5; Lot 3, Block 8; Lots 1, 2, 3, 7 through 12, Block 2, Replat of Blocks 4, 10, 11 and 12, all in Georgetown Addition. 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, water, sanitary sewer and storm drainage 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 storm drainage improvements, including grading, pavement, curb and gutters, and any incidentals thereto to complete the street and storm 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. 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 GEORGETOWN ADDITION TO THE CITY OF SALINA, KANSAS PETITION NO. COST COST CHARGEABLE CHARGEABLE COST PER ADJ. TO BENEFIT CHARGEABLE TOTAL FRONT FOOT DISTRICT TO CITY COST IMPROVEMENTS STREET AND $32.85 (Ave. ) $127,869.50 $0.00 $127,869.50 STORM DRAINAGE WATER SYSTEM $29.06 $ 60,818.20 $0.00 $ 60,818.20 SANITARY SEWER SYSTEM $31.26 $ 23,260.30 $0.00 $ 23,260.30 TOTAL: $93.17 (Ave. ) $211,948.00 $0.00 $211,948.00 PETITION NO. PRELIMINARY ESTIMATE OF PART OF GEORGETOWN ADDITION TOTAL PROJECT COSTS (Including Streets, Storm Drainage, Water, and Sanitary Sewer) 1. COMMON EXCAVATION 3,020 C.Y. @ $ 5.00 = $ 15,100.00 2. ASPHALT OR CONCRETE PAVEMENT 3,980 S.Y. @ 15.00 = 59,700.00 3. VALLEY GUTTER 260 S.Y. ,@ 25.00 = 6,500.00 4. CONCRETE CURB & GUTTER 2,360 L.F. @ 8.00 = 18,880.00 5. C. I . PIPELINE, 6" 1,440 L.F. @ 12.00 = 17,280.00 6. C. I . FITTINGS 0.60 TON @ 3,500.00 = 2,100.00 7. FIRE HYDRANT 4 EA. @ 1,700.00 = 6,800.00 8. GATE VALVE, 6" 5 EA. @ 400.00 = 2,000.00 9. WATER SERVICE, 1" 19 EA. @ 500.00 = 9,500.00 10. SEWER PIPELINE, 8" 740 L.F. @ 16.00 = 11,840.00 11. SEWER PIPELINE, 4" 50 L.F. @ 8.00 = 400.00 12. STANDARD MANHOLE (TYPE I) 3 EA. @ 1,500.00 = 4,500.00 13. SEWER TEES, 8" x 4" 6 EA. @ 75.00 = 450.00 14. CONNECTION TO EXISTING MANHOLE 1 EA. @ 500.00 = 500.00 15. REMOVE EXISTING CURB & GUTTER 83 L.F. @ 2.00 = 166.00 16. SIDEWALK RAMPS 6 EA. @ 400.00 = 2,400.00 17. BORE & ENCASEMENT 100 L.F. @ 60.00 = 6,000.00 18. TAPPING VALVE & SLEEVE, 6" x 6" x 6" 1 EA. @ 1,500.00 = 1,500.00 19. SPECIAL TRENCH COMPACTION 616 L.F. @ 6.50 = 4,004.00 20. WATER 1 L.S. @ 1,000.00 = 1,000.00 21. CONSTRUCTION STAKING 1 L.S. @ 3,000.00 = 3,000.00 SUB TOTAL: $173,620.00 15% ENGINEERING & CONTINGENCY: 26,043.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 12,285.00 TOTAL: $211,948.00 PETITION NO. PRELIMINARY ESTIMATE OF PART OF GEORGETOWN ADDITION Preliminary Estimate of PROJECT COSTS (Street and Storm Drainage Improvements only) 1. COMMON EXCAVATION 3,020 C.Y. @ $ 5.00 = $ 15,100.00 2. ASPHALT OR CONCRETE PAVEMENT 3,980 S.Y. @ 15.00 = 59,700.00 3. VALLEY GUTTER 260 S.Y. @ 25.00 = 6,500.00 4. CONCRETE CURB & GUTTER 2,360 L.F. @ 8.00 = 18,880.00 15. REMOVE EXISTING CURB & GUTTER 83 L.F. @ 2.00 = 166.00 16. SIDEWALK RAMPS 6 EA. @ 400.00 = 2,400.00 20. WATER 1 L.S. @ 500.00 = 500.00 21. CONSTRUCTION STAKING 1 L.S. @ 1,500.00 = 1,500.00 SUB TOTAL: $104,746.00 15% ENGINEERING & CONTINGENCY: 15,711.90 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 7,411.60 TOTAL: $127,869.50 PETITION NO. PART OF GEORGETOWN ADDITION PRELIMINARY ESTIMATE OF PROJECT COSTS (Water System only) 5. C. I . PIPELINE, 6" 1,440 L.F. @ $ 12.00 = $17,280.00 6. C. I . FITTINGS 0.60 TON @ 3,500.00 = 2,100.00 7. FIRE HYDRANT 4 EA. @ 1,700.00 = 6,800.00 8. GATE VALVE, 6" 5 EA. @ 400.00 = 2,000.00 9. WATER SERVICE, 1" 19 EA. @ 500.00 = 9,500.00 17. BORE AND ENCASEMENT 100 L. F. @ 60.00 = 6,000.00 18. TAPPING VALVE & SLEEVE, 6" x 6" x 6" 1 EA. @ 1,500.00 = 1,500.00 19. SPECIAL TRENCH COMPACTION 560 L.F. @ 6.50 = 3,640.00 20. WATER 1 L.S. @ 250.00 = 250.00 21. CONSTRUCTION STAKING 1 L.S. @ 750.00 = 750.00 SUB TOTAL: $ 49,820.00 15% ENGINEERING & CONTINGENCY: 7,473.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 3,525.20 TOTAL: $ 60,818.20 PRELIMINARY ESTIMATE OF PROJECT COSTS (Sanitary Sewer only) 10. SEWER PIPELINE, 8" 740 L.F. @ $ 16.00 = $11,840.00 11. SEWER PIPELINE, 4" 50 L.F. @ 8.00 = 400.00 12. STANDARD MANHOLE (TYPE I ) 3 EA. @ 1,500.00 = 4,500.00 13. SEWER TEES, 8" X 4" 6 EA. @ 75.00 = 450.00 14. CONNECTION TO EXISTING MANHOLE 1 EA. @ 500.00 = 500.00 19. SPECIAL TRENCH COMPACTION 56 L.F. @ 6.50 = 364.00 20. WATER 1 L.S. @ 250.00 = 250.00 21. CONSTRUCTION STAKING 1 L.S. @ 750.00 = 750.00 SUB TOTAL: $19,054.00 15% ENGINEERING & CONTINGENCIES: 2,858.10 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 1,348.20 TOTAL: $23,260.30 GEORGETOWN ADDITION TO THE CITY OF SALINA, KANSAS PROPERTY OWNERSHIP PROPERTY DESCRIPTION PROPERTY OWNER BLOCK 1 Lot 18 Kenneth K. Kokar Lot 23 Stephen L. Brannon & Wife Lot 24 James J. Copas Lot 25 Earl R. & Bonnie L. Foster Lot 26 James J. & Kristi L. Copas Lot 27 Thomas L. & Lynda Cummings Lot 28 Donald R. & Denise S. Wendt Lot 29 Georgetown, Inc. Lot 30 " Lot 31 " Lot 32 Lot 33 Lot 34 BLOCK 2 Lot 1 Georgetown, Inc. Lot 2 Lot 3 Lot 4 Lot S Lot 6 Lot 7 - Tract 1 Roy M. Wilbur Trust Lot 7 - Tract 2 Jack E. Rowson Trust Lot 7 - Tract 3 11 Lot 7 - Tract 4 Mary E. Rowson Trust Lot 7 - Tract 5 Jack E. Rowson Trust BLOCK 5 - Less W 221.31' Mary E. Rowson Trust BLOCK 5 - W 221.31' BLOCK 8 Lot 3 Mid-Continent Enterprises Ltd. BLOCK 2, REPLAT OF BLOCKS 4, 10, 11 & 12 Lot 1 Michael L. & Stacy A. Aufdemberge Lot 2 Gregory S. & Alice L. Jackson Lot 3 Tasker, Inc. Lot 7 Georgetown, Inc. Lot 8 " Lot 9 Lot 10 Lot 11 - Lot 12 - less S 53' & less N 5' Thomas Alloway Hayes Lot 12 -> S 53' Eugene D. & Marina F. Mullen GEORGETOWN ADDITION to the City of Salina. Kansas DISTRIBUTION OF COST Streets Streets Property Adjusted Pheasant Beechwood Sanitary Description Front Footage Lane Road Sewer Water Total BLOCK 1 Lot 18 124.30 $1,882.99 $1,882.99 Lot 23 135.10 $2,046.60 $2,046.60 Lot 24 124.30 $1,882.99 $1,882.99 Lot 25 110.60 $1,675.45 $1,675.45 Lot 26 78.00 $1,181.60 $1,181.60 Lot 27 78.00 $1,181.60 $1,181.60 Lot 28 93.00 $1,408.83 $1,408.83 Lot 29 100.00 $4,870.16 $1,514.87 $2,906.21 $9,291.24 Lot 30 80.70 $3,930.22 $1,222.50 $2,345.31 $7,498.03 -- Lot 31 90.70 $3,93a22 $1,222.50 $2,345.31 $7,498.03 Lot 32 80.70 $3,930.22 $1.22250 $2,345.31 $7,498.03 Lot 33 80.70 $3,930.22 $1,222.50 $2,345.31 $7,498.03 Lot 34 100.00 $4,870.16 $1,514.87 $2,906.21 $9,291.24 BLOCK 2 Lot.1 100.00 $4,87a16 $3,125.96 $2,906.21 $10,902.33- Lot 2 80.70 $3,930.22 $2,522.65 $2,345.31 $8,79918 Lot 3 80.70 $3,930.22 $2,522.65 $2,345.31 $8,798.18 Lot 4 80.70 $3,930.22 $2,522.65 $2,345.31 $8,798.18 Lot 5 80.70 $3,930.22 $2,522.65 $2,345.31 $8,798.18 Loth 100.00 $4,870.16 $3,125.96 $2,906.21 $10,902.33 Lot 7-Tract 1 45.90 $2,235.40 $2,235.40 Lot?-Tract 2 19.50 $949.68 $949.68 Lot 7-Tract 3 25.10 $1,222.41 $1,222.41 Lot 7-Tract 4 25.20 $1,227.28 $1,227.28 Lot 7-Tract 5 5.60 $272.73 $272.73 BLOCK 5 W. 221.3 221.30 $10,777.66 $6,917.76 $6,431.44 $24,126.86 Less W. 221.3 189.60 $9,233.82 $5,510.17 $14,743.99 BLOCK 8 Lot 3 138.40 $4,022.19 $4,022.19 BLOCK 2,REPEAT OF BLOCKS 4,10,11,&12 Lot 1 93.00 $1,408.83 $1,408.83 Lot 2 83.50 $1,264.92 $1,264.92 Lot 3 8a50 81,264.92 $1,264.92 Lot 7 90.00 $4,383.14 $1,36a39 $2,615.59 $8,362.12 Lot B 76.00 $3,701.32 $1,151.30 $2,208.72 $7,061.34 Lot 9 76.00 $3,701.32 $1,151.30 $2,208.72 57,061.34 Lot 10 76.00 $3,701.32 $2,208.72 $5,910.04 Lot 11 76.00 $3,701.32 $2,208.72 $5,910.04 Lot 12 103.80 $5,055.22 -- $3,016.64 $8,071.87 TOTAL: $101,095.00 $26,794.50 $23,260.30 560,819.20 $211,949.00 i I; < i I I I v GO/ 05' II I I IS El I° 3 NORTHWOOD 12167• I , 115' 115- '1 es' -s m• I I "r I m ' . I 116' 111 I II S 1 6 , a 16 8 3 I I I 8 _ I O o m I I I I g B a a 121.54 1 1 , e --• II I 2 2 I 9 . . 2 9 3 13 2 I t 9 8 8 2 11 9 2 $ 2 I .•7• ' - I I ♦ 121 __ 3 ID . 0 3 IO . . 3 , . 3 I I 10 8 . 3 = N 5 a 1u 1r � I ■ L; ` 1 8 'I s 1t , I� . 4 edit 11 8 8 4 hi I1. 11 2 a 4 I 1 . 4 �. .. II 8 . 4 14 is 4 e o I. I! o - II 1I F t• m 4.8 5 I 12 . 5 i 12 0 2 5 d 5 I I 12 e . 5 I $O. 3 a e az,N' I I I _-i rr - I c I in ----' 0 . 6 13 8 O 3 6 1 13 . 8 . 6 e o Y 6 I I 13 2 3 6 I '0 2 i g 122 52' II 3 = ; w U o - N I 1. - 2 • J W W IA J W K 1 7 I 14 , < 3 7 - II 14 : 18 8 7 C U 7 , I 14 . 7 1 ,0 1 0 ; 0 - 122 et 1, 1 11 ,u. 1 I I 11 - 60' a 1 115' 1 I 1,r its. I 115' . 5ROOKWOOD I •NEEN. BENEFIT DISTRICT. ,11769 78 78 79 60' 115' ' 78• %8• ' 78• 78' 93' 60' 05.71' '"-'^ -7.10'-•77.0" i H Z 4 TO 0 I 1 ' 2 4 5 o I I z ° = - 2 y' 3 4 5 6 = a = t 2 3 4 I_ 1 L L J 2C _ f� ___ -1 IC-20_-7,v[__- - 7 4 8 10 1I o = 7 I ; 8 9 10 II 12 = 12 7 ; 8 9 10 4e ?0 . el 9'6^..04 71' 93' 115' L; 78' , 71' 78' 78' 93' 101.91' ,I(7710' 77.0' 77.101 $12 60 a' O APPLEWOOD w i,1.04 00 69.04 78' 79' 98' I8' ;1 79' " 79' 09.96 46- r o 13" 13 13 14 d5 I8 7 °— $ 1��ii rf 2 BLOCK •ONE 5 ft 8 $ Q S I , 1 1.11 .96.01- ---- ---•115---., -�--•---"- --"`----'�-----��, 45.. C '. ,.. i3=---935 --839' - -83.1,t--93-r ¢ 'i '0 1C- -- 20 . 21 22 $, $ 7 8 9 10 II Q 12 $ LL ■i •69.04' 79' 79' 99' 9299 9311 j 83,49 agate 211 6o R. b S VILLAGE LANE '• - j 931 ti 10919 326.776'x11 2f. 25 27 5 El o • Of ~ n . . 50'd1. PIPE- 1 il__178.69__ _ _9S-01 _ __ l- 1_i- LIME EASEMENT`' 29 30 31 32 33 10 1 00' 80.67' 80.67 80.67' 80.66 • 1..•'4. '= 1 --- -• �.� 1 PHEASANT LANE .. 11, a 100• 80.67' 6087' 80.87' 80.68' 100' I 45455 _ ■ _ _ 262.27 I 2 • 3 4 • S • 6 Q 1 , 1 1 f---" ,� 5 -01 e b M c• __ L20'U/E _ ___ ___. ® . 272.17' 244.09' 1 4L- N s/nB■NNN 7 ai a Po Et $ P 1� < at O 841.292 29404' T A it W m m • 9 w 10 m A I s• r -_- -----"--J e9 140' ' 1 P.6$' 80' !flt t' 60' . "I 229' 6. CRAWFORD DO NOT WRITE IN THIS SPACE • : PETITION NUMBER • • • • TO: THE GOVERNING BODY City of Salina, Kansas • (A) We, the undersigned, being owners of record of property liable for assessment for the following improvements, See Appendix "A" • hereby propose that such improvement be made in the manner provided by Article 6a, Chapter 12 of the Kansas Statutes Annotated, as amended, (B) The estimate or probable cost of such improvement is Two Hundred Eleven thnnnand Nine Hundred Forty Eight and 00/100 Dollars ($ 211,948.00 (C) The extent of the proposed Improvement district to be assessed as Indicated on the attached plat and is described as follows, Lots 18, 23 through 34, Block 1; Lots 1 through 6 and part of Lot 7, Block 2; part of Block 5; Lot 3. Block B; Lots 1, 2, 3. 7 through 12, Block 2, Replat of Blocks 4, 10, 11 and 12, all in Georgetown Addition. (D) The proposed method of went is: Based on adjusted front footage of each lot of land for street, water. sanitary sewer and storm drainage assessments without regard to buildings or improvement of the land. (E) The proposed apportionment of costs between the improvement district and the City-et-large is: One Hundred percent I 100 TO to be assessed against the improvement district and Zero percent I 0 - Ti) 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. l2-6a04) Respectfully submitted by Ms. Elly Ritter Telephone Number 827-0331 Data 8 Time Property owned within the • Signature Residence of Signing proposed Improvement District APPENDIX "A" The curbing, guttering, grading and paving of Pheasant Lane from Marymount Road to Fairdale Road to serve Lots 29 through 34, Block 1; Lots 1 through 6, part of Lot 7, Block 2; part of Block 5; Lots 7 through 12, Block 2, Replat of Blocks 4, 10, 11 and 12; all in Georgetown Addition. The curbing, guttering, grading and paving of Beechwood Road from Village Lane to Pheasant Lane to serve Lots 18, 23 through 34, Block 1; Lots 1, 2, 3, 7, 8, 9, Block 2; Replat of Blocks 4, 10, 11 and 12, Georgetown Addition. The installation of a sanitary sewer main to serve Lots 1 through 6, Block 2 and part of Block 5, Georgetown Addition. The installation of a water main to serve Lots 29 through 34, Block 1; Lots 1 through 6, Block 2; part of Block 5; Lots 7 through 12, Block 2, Replat of Blocks 4, 10, 11 and 12; Lot 3, Block 8, all in Georgetown Addition. -84a GEORGETOWN ADDITION to the City of Salina, Kansas DISTRIBUTION OF COST Streets Streets Property Adjusted Pheasant Beechwood Sanitary Description Front Footage Lane Road Sewer Water Total BLOCK 1 Lot 18 124.30 $1,882.99 $1,882.99 Lot 23 135.10 $2,046.60 $2,046.60 Lot 24 124.30 $1,882.99 $1,882.99 Lot 25 110.60 $1,675.45 $1,675.45 Lot 26 78.00 $1,181.60 $1,181.60 Lot 27 78.00 $1,181.60 $1,181.60 Lot 28 93.00 $1,408.83 $1,408.83 Lot 29 100.00 $4,870.16 $1,514.87 $2,906.21 $9,291.24 Lot 30 80.70 $3,930.22 $1222.50 $2,345.31 $7,498.03 Lot 31 80.70 $3,930.22 $1,222.50 $2,345.31 $7,498.03 Lot 32 80.70 $3,930.22 $1,222.50 $2,345.31 $7,498.03 Lot 33 80.70 $3,930.22 $1,222.50 $2,345.31 $7,498.03 Lot 34 100.00 $4,870.16 $1,514.87 $2,906.21 $9,291.24 BLOCK 2 Lot 1 100.00 $4,870.16 $3,125.96 $2,906.21 $10,902.33 Lot 2 80.70 $3,930.22 $2,522.65 $2,345.31 $8,798.18 Lot 3 80.70 $3,930.22 $2,522.65 $2,345.31 $8,798.18 Lot 4 8070 $3,930.22 $2,52265 $2,345.31 $8,79818 Lot 5 80.70 $3,930.22 $2,522.65 $2,345.31 $8,798.18 Lot 6 100.00 $4,870.16 $3,125.96 $2,906.21 $10,902.33 Lot 7-Tract 1 45.90 $2,235.40 $2,235.40 Lot 7-Tract 2 19.50 $949.68 $949.68 Lot 7-Tract 3 25.10 $1,222.41 $1,222.41 Lot 7-Tract 4 25.20 $1,227.28 $1,227.28 Lot 7-Tract 5 . 5.60 $272.73 $272.73 BLOCK 5 W. 221.3 221.30 $10,777.66 $6,917.76 $6,431.44 $24,126.86 Less W. 221.3 189.60 $9,233.82 $5,510.17 $14,743.99 BLOCK 8 Lot 3 138.40 $4,022.19 $4.022.19 BLOCK 2,REPEAT OF BLOCKS 410,11,612 Lot 1 93.00 $1,408.83 $1,408.83 Lot 2 83.50 $1,264.92 $1,264.92 Lot 3 83.50 $1,264.92 $1264.92 Lot 7 90.00 $4,383.14 $1,363.39 $2,615.59 $8,362.12 Lot 8 76.00 $3,701.32 $1,151.30 . $2,208.72 $7,061.34 Lot 9 76.00 $3,701.32 $1,151.30 $2,208.72 $7,061.34 Lot 10 . 76.00 $3,701.32 $2,208.72 $5,910.04 Lot 11 76.00 $3,701.32 $2,208.72 $5,910.04 Lot 12 103.80. $5,055.22 $3,016.64 $8,071.87 TOTAL: $101,095.00 $26,794.50 $23,260.30 $60,818.20 $211,948.00 _ 1 L `IORTMW000 U C_.-,.-.:h ,,,c4,-.. ... I ..-..at pi Ie 1 . B . . .0 I i B$ --3 it . I I I 8 S in :1•I iu I I B . 15' I lot a ° 6 ° 0 i i t I I 11 w a _ - . a. I ` -- I, 1 21 I I , 1 .. �r !II 9 2 , I 9 .1 2 11 9 8 2 11 9 2 -. I ./ I r 1 ' i 11 fl r05 - 0 -• . _ I [ 10 e 3 't I 10 2 . 3 , 2 3 11 n 2 2 3 =1 ;01 a - 11 I. .:11 s 11• 1 I ' 'tr. 4 IC 1` 1 I 2 2 4 11 • 11 2 . 4 1 i 8 4 131. 11 2 . 4 I• i0 4 e 0 1 1 . 'm o to • 2 _ 1 1 12 2 0 5 1 12 5 3 2 5 1 1 12 2 2 5 I 1•45 3 .; in a " 1 m a I 6 11 U Q 6 13 2 3 2 6 ; '2 6 i U 3 6 le 2 m a 'zz:r 11 _, 11 u - n Z II 3 1I W Cr II IC n 7 1 I ;4 . 4 : 7 1 I 4 m . 7 1 V 7 , 1 14 7 1 i00 16 3 a•vxf• ' 1 11 I I 09• 115' - 60' - BROOKW000 ®BONS BENEFIT DISTRICT. 6 I 11769 1 78' •/ GLO 6' I 78' I 78'RGETO 1 93' 60 ' 115' r 78' 8' I 78• 78' 83' ' 60• 106.71' I __ °.10' 7 .- I 2 3 1 4 5 -' = I 2 3 4 5 b r a = I I 2 3 4 I 0 I I L _t- -IR8v6e-- -95.04- -. - --- • - -- - -t 1--- --,-T`--- --- - ieYIN= •---- ---- zfl 1JR 7 s 8 9 10 I I m 7 8 9 10 II ] 12 7 8 9 10 • � 1 o . • 9 62.041 7e' 78' 93' 116' C; 751 7e' 7e' it 93' 10491' ,1.7710' 77.10' 7731 012 2 60'a. o APPLEWOOD •e ,x!99 00 69.04 78 78 96 115' 7e' 7e' el 10896 46' 1649 13 14 I5 16 17 I Q,•1 2 3 4 5 Sr 6 g° S_ I 2 - I- '•$--i3-- -636' -835 -- -= -836i -431i E 1. ®' 18 19 20 . 21 22 $ 8 7 8 8 9 10 t 11 Q 12 a A ' 5• ' V ®1 oa'69.04' 79' 78' 03' 9299• mm' 1 8344' 979' A 2, • 154.81' • . R. b I ��-i 60' R Q VILLAGE LAN II ''. 09'9 32878' . — ,7/ - ¢ ` p N 2: 25 26 27 28 g_ : 1 r ... K. I-- .; . .y . 50' OIL PIPE- r� 0 .. I 1 I al IS n LIME EASEMENT -I 29 30 31 32 33 34 ° •- 10 , ,L....,. . .12 ,,L.... z7O.e2' 1100' 80.67' 80.67' 80.67' 80.6e' loo' A. 3 4 S • PHEASANT LANE ° ^m 7 , 100 8097 8067 80.87 8068 100 49066 _ ■y_ 262.27' 4 a 1 2 • 3 • 4 5 • 6 c - ; c [{ - --- --_ M Ai `201 WE ® 214 09' ® H p e 77272.17. n . -r'.m I 7 v •w 7 8 � A, 4_ m •• g 344217' 28404' m III it tg e w zof:® IT• 1® ; — 60• 35444' 1 228' i, CRAWFORD . 41-sciLw1 00 NOT WRITE IN THIS SPACE _ & .a l4 • , PETITION HMO T0, THE GOVERNING BODY City of Saline, Kansas i (A) Ye, the undersigned, being owners of record of property liable for sssessm.nt for the following improvements' Curbing. guttering. grading & paving of Pheasant Lane from Marvmount Rd. to Fairdale Rd. to serve Lots 18.23.24.29-34. B1. 1; Lte. 1-7. B1.2; all of 131. 5: Lts.7-12. 3k 2. Reolat of Bike. 4,10,11 & 12, Georgetown Add. - Curbing, guttering. grading & paving of Beechwood Rd. from Village Ln. to Pheasant Ln. to serve Lts. 25. 26. 27, 28. 29. 30.31, 32, 33 & 34. 131. 1; Lts. 1, 2, 3, 7, 8, 9, B1. 2, Replat of Blks. 4, 10, 11 & 12, Georgetown Add. - Installation of sanitary sewer main to serve Lts. 1-7, B1. 2 & all of Bl. 5, Georgetown Add. - Install water main to serve Lta. 29-34, B1. 1; Lts. 1-6, Bl. 2; all of Bl. 5; Lta. 7-12, Bl. 2, Replat of Bike. 4, 10, 11, & 12, Lt. 3, B1. 8, Georgetown Add. hereby propose that such improvement be made In the manner provided by Article 6e, Chapter 12 of the Kansas Statutes Annotated, as amended. (B) The estimate or probable cost of such improvement is Two Hundred Eleven Thousand Nine Hundred Forty Eight and 00/100 Dollars (S 711,948.00 (C) The extent of the proposed improvement district to be as indicated on the attached plat and is described as follows' Lots 18, 23 through 34, Block L: Late 1 through 7. Block 2: all of Block 5; Lot 3, Block 8; Lots 1, 2, 3, 7 through 12, Block 2. Replat of Blocks 4, 10. 11 & 12. all in Georgetown Addition. (0) The proposed method of amen 1st Based on adiusred front footave_of enrh lnr of land for street, water, sanitary sewer and storm drainave assessments without regard to h.dldinga nr improvement of the land. (E) The proposed apportionment of costs between the improvement district and the City-at-large let One Hundred percent ( 100 p) to be assessed against the Improvement district and Zero percent ( 0 I) to be sad against the City-at-large. (F) We further propose that such improvement be made without notice and hearing as required by K.S.A. 12-6401(1) as amended. • No name may be withdrawn from this petition after the Governing Body commences consideration • • of the petition or later than .even (7) days after this petition has been filed with the City Clerk * * (K.S.A. 12-6404) Respectfully submitted by Ms. Ellv„iirter Telephone Number 827-0331 Date i Time Property owned within the Signature Residence of Signing proposed Improvement District F�� -11 LA 14 47 Vatili,A L:() 9 -in -93 75 % PRELIMINARY ENGINEERING ESTIMATE AND FEASIBILITY REPORT PETITION NO. 40S PROPOSED STREET AND UTILITY IMPROVEMENTS PART OF COUNTRY OAK ESTATES AND THE REPLAT OF COUNTRY OAK ESTATES TO THE CITY OF SALINA, KANSAS FILE NO. 94-2 MARCH-1994 DON F, DIRECTOR 0 TILITIES Royal 44 -wit SCOPE OF WORK The curbing, guttering, grading and paving of Heuhl Circle from the south property line of Lot 4, Block 1, Replat of Country Oak Estates to the west property line of Lot 6, Block 1, Country Oak Estates, to serve Lots 4 through 13, Block 1, Replat of Country Oak Estates; Lots 4, 5 and 6, Block 2, Replat of Country Oak Estates; Lots 6 through 13, Block 1, Country Oak Estates; Lots 4 through 14, Block 2, Country Oak Estates; Lot 5 through 9, Block 3, Country Oak Estates. The installation of a sanitary sewer main to serve Lots 4 through 13, Block 1, Replat of Country Oak Estates; Lots 10 through 13, Block 1, Country Oak Estates. The installation of a water main to serve Lots 4 through 13, Block 1, Replat of Country Oak Estates; Lots 6 through 13, Block 1, Country Oak Estates; Lots 4 through 9, Country Oak Estates. BENEFIT DISTRICT Lots 4 through 13, Block 1, Replat of Country Oak Estates; Lots 4, 5 and 6, Block 2, Replat of Country Oak Estates; Lots 6 through 13, Block 1, Country Oak Estates; Lots 4 through 14, Block 2, Country Oak Estates; Lots 5 through 9, Block 3, Country Oak Estates 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 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, and any incidentals thereto to complete the street system. 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 COUNTRY OAK ESTATES AND THE REPLAT. OF COUNTRY OAK ESTATES 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 $40.19 $ 94,570.00 $0.00 $ 94,570.00 WATER SYSTEM $23.22 $ 35,196.25 $0.00 $ 35,196.25 SANITARY SEWER SYSTEM $27.96 $ 29,706.25 $0.00 $ 29,706.25 TOTAL: $91.37 $159,472.50 $0.00 $159,472.50 PETITION NO. PRELIMINARY ESTIMATE OF PART OF COUNTRY OAK ESTATES AND THE REPLAT OF COUNTRY OAK ESTATES TOTAL PROJECT COSTS (Including Streets and Drainage, Water and Sanitary Sewer) 1. COMMON EXCAVATION 830 C.Y. @ $ 5.00 = $ 4,150.00 2. BORROW 240 C.Y. @ 15.00 = 3,600.00 3. ASPHALT OR CONCRETE PAVEMENT 1,300 S.Y. @ 15.00 = 19,500.00 4. 4" ASPHALT PAVEMENT 2,680 S.Y. @ 10.00 = 26,800.00 5. CONCRETE CURB & GUTTER 1,845 L.F. @ 8.00 = 14,760.00 6. SIDEWALK RAMP 2 EA. @ 500.00 = 1,000.00 7. STORM INLET, A5-2 2 EA. @ 2,500.00 = 5,000.00 8. STORM PIPELINE, 36" RCP 265 L.F. @ 75.00 = 2,700.00 9. WATER PIPELINE, 6" 1,040 L.F. @ 12.00 = 12,480.00 10. WATER PIPELINE FITTINGS 0.40 TON @ 3,500.00 = 1,400.00 11. FIRE HYDRANT 1 EA. @ 1,700.00 = 1,700.00 12. GATE VALVE, 6" 1 EA. @ 400.00 = 400.00 13. WATER SERVICE, 1" 24 EA. @ 500.00 = 12,000.00 14. SEWER PIPELINE, 8" 1,130 L.F. @ 16.00 = 18,080.00 15. STANDARD MANHOLE (TYPE I) 4 EA. @ 1,200.00 = 4,800.00 16. SEWER TEES, 8" x 4" 13 EA. @ 75.00 = 975.00 17. SPECIAL TRENCH COMPACTION 220 L.F. @ 6.50 = 1,430.00 18. WATER 1 L.S. @ 1,000.00 = 1,000.00 19. CONSTRUCTION STAKING 1 L.S. @ 5,000.00 = 5,000.00 SUB TOTAL: $136,775.00 10% ENGINEERING & CONTINGENCY: 13,677.50 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 9,020.00 TOTAL: $159,472.50 PETITION NO. PRELIMINARY ESTIMATE OF PART OF COUNTRY OAK ESTATES AND THE REPLAT OF COUNTRY OAK ESTATES Preliminary Estimate of PROJECT COSTS (Street Improvements only) 1. COMMON EXCAVATION 830 C.Y. @ $ 5.00 = $ 4,150.00 2. BORROW 240 C.Y. @ 15.00 = 3,600.00 3. ASPHALT OR CONCRETE PAVEMENT 1,300 S Y. @ 15.00 = 19,500.00 4. 4" ASPHALT PAVEMENT 2,680 S.Y. @ 10.00 = 26,800.00 5. CONCRETE CURB & GUTTER 1,845 L.F. @ 8.00 = 14,760.00 6. SIDEWALK RAMP 2 EA. @ 500.00 = 1,000.00 7. STORM INLET, A5-2 2 EA. @ 2,500.00 = 5,000.00 8. STORM PIPELINE, 36" RCP 265 L.F. @ 75.00 = 2,700.00 18. WATER 1 L.S. @ 400.00 = 400.00 19. CONSTRUCTION STAKING 1 L.S. @ 3,200.00 = 3,200.00 SUB TOTAL: $81,110.00 10% ENGINEERING & CONTINGENCY: 8,111.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 5,349.00 TOTAL: $94,570.00 PRELIMINARY ESTIMATE OF PROJECT COSTS (Water System only) 9. WATER PIPELINE, 6" 1,040 L.F. @ $ 12.00 = $12,480.00 10. WATER PIPELINE FITTINGS 0.40 TON @ 3,500.00 = 1,400.00 11. FIRE HYDRANT 1 EA. @ 1,700.00 = 1,700.00 12. GATE VALVE, 6" 1 EA. @ 400.00 = 400.00 13. WATER SERVICE, 1" 24 EA. @ 500.00 = 12,000.00 17. SPECIAL TRENCH COMPACTION 155 L.F. @ 6.50 = 1,007.50 18. WATER 1 L.S. @ 400.00 = 400.00 19. CONSTRUCTION STAKING 1 L.S. @ 800.00 = 800.00 SUB TOTAL: $30,187.50 10% ENGINEERING & CONTINGENCY: 3,018.75 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 1,990.00 TOTAL: $35,196.25 PETITION NO. PRELIMINARY ESTIMATE OF PROJECT COSTS (Sanitary Sewer only) 14. SEWER PIPELINE, 8" 1,130 L.F. @ $ 16.00 = $18,080.00 15. STANDARD MANHOLE (TYPE I) 4 EA. @ 1,200.00 = 4,800.00 16. SEWER TEES, 8" x 4" 13 EA. @ 75.00 = 975.00 17. SPECIAL TRENCH COMPACTION 65 L.F. @ 6.50 = 422.50 18. WATER 1 L.S. @ 200.00 = 200.00 19. CONSTRUCTION STAKING I L.S. @ 1,000.00 = 1,000.00 SUB TOTAL: $25,477.50 10% ENGINEERING & CONTINGENCIES: 2,547.75 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 1,681.00 TOTAL: $29,706.25 PETITION NO. PART OF COUNTRY OAK ESTATES AND THE REPLAT OF COUNTRY OAK ESTATES TO THE CITY OF SALINA, KANSAS PROPERTY OWNERSHIP PROPERTY DESCRIPTION PROPERTY OWNER BLOCK 1, Country Oak Estates Lot 6 Country Oak Development Company Lot 7 Lot 8 " Lot 9 pi ip Lot 10 Lot 11 Lot 12 Lot 13 BLOCK 2, Country Oak Estates Lot 4 Country Oak Development Company Lot 5 " Lot 6 pi Lot 7 Lot 8 Lot 9 pi pp Lot 10 Lot 11 " Lot 12 Lot 13 Lot 14 p, Block 3, Country Oak Estates Lot 5 Country Oak Development Company Lot 6 p, Lot 7 Lot 8 If Lot 9 PROPERTY DESCRIPTION PROPERTY OWNER Block 1, Replat of Country Oak Estates Lot 4 Country Oak Development Company Lot 5 " Lot 6 " Lot 7 Lot 8 Lot 9 Lot 10 Lot 11 Lot 12 Lot 13 " Block 2, Replat of Country Oak Estates Lot 4 Country Oak Development Company Lot 5 Lot 6 COUNTRY OAK ESTATES to the City of Salina, Kansas DISTRIBUTION OF COST , • Property Adjusted Streets Sanitary Description Front Footage Huehl Circle Sewer Water Total BLOCK 1, COUNTRY OAK ESTATES Loth 60.00 $2,294.46 $0.00 $1,245.37 $3,539.83 Lot7 60.00 $2,294.46 $0.00 $1,245.37 $3,539.83 Lot 8 60.00 $2,294.46 $0.00 $1,245.37 $3,539.83 Lot 9 60.00 $2,294.46 $0.00 $1,245.37 $3,539.83 Lot 10 60.00 $2,294.46 $1,677.37 $1,245.37 $5,217.20 Lot 11 60.00 $2,294.46 $1,677.37 $1,245.37 $5,217.20 Lot 12 60.00 $2,294.46 $1,677.37 $1,245.37 $5,217.20 Lot 13 122.60 $4,688.35 $3,427.43 $2,544.71 $10,660.49 BLOCK 2, COUNTRY OAK ESTATES Lot4 60.00 $2,294.46 $0.00 $1,245.37 $3,539.83 Lot 5 60.00 $2,294.46 $0.00 $1,245.37 $3,539.83 Loth 60.00 $2,294.46 $0.00 $1,245.37 $3,539.83 Lot7 60.00 $2,294.46 $0.00 $1,245.37 $3,539.83 Lot 8 59.20 $2,263.87 $0.00 $1,228.77 $3,492.64 Lot 9 93.90 $3,590.83 $0.00 $1,949.01 $5,539.84 Lot 10 60.00 $2,294.46 $0.00 $0.00 $2,294.46 Lot 11 60.00 $2,294.46 $0.00 $0.00 $2,294.46 Lot 12 59.60 $2,279.16 $0.00 $0.00 $2,279.16 Lot 13 60.00 $2,294.46 $0.00 $0.00 $2,294.46 Lot 14 52.00 $1,988.53 $0.00 $0.00 $1,988.53 BLOCK 3,COUNTRY OAK ESTATES Lot 5 38.40 $1,468.45 $0.00 $0.00 $1,468.45 Lot 6 60.00 $2,294.46 $0.00 $0.00 $2,294.46 Lot 7 60.00 $2,294.46 $0.00 $0.00 $2,294.46 Lot 8 60.00 $2,294.46 $0.00 $0.00 $2,294.46 Lot 9 54.90 $2,099.43 $0.00 $0.00 $2,099.43 BLOCK 1, REPLAT OF COUNTRY OAK ESTATES Lot4 80.00 $3,059.28 $2,236.50 $1,660.49 $6,956.27 Lot5 68.00 $2,600.39 $1,901.02 $1,411.42 $5,912.83 Lot6 64.70 $2,474.19 $1,808.77 $1,342.92 $5,625.88 Lot7 71.60 $2,738.06 $2,001.66 $1,486.14 $6,225.86 Lot8 75.00 $2,868.08 $2,096.71 $1,556.71 $6,521.50 Lot9 75.00 $2,868.08 $2,096.71 $1,556.71 $6,521.50 Lot 10 75.00 $2,868.08 $2,096.71 $1,556.71 $6,521.50 Lot 11 75.00 $2,868.08 $2,096.71 $1,556.71 $6,521.50 Lot 12 75.00 $2,868.08 $2,096.71 $1,556.71 $6,521.50 • . Lot 13 100.70 $3,850.87 $2,815.21 $2,090.17 $8,756.25 BLOCK 2, REPLAT OF COUNTRY OAK ESTATES Lot 4 71.50 $2,734.23 $0.00 $0.00 $2,734.23 Lot 5 70.80 $2,707.46 $0.00 $0.00 $2,707.46 Lot6 70.10 $2,680.68 $0.00 $0.00 $2,680.68 Total: 2,473.00 $94,570.00 $29,706.25 $35,196.25 $159,472.50 • j SCHILLING®®® a N • -r. aid our e ' au I 1 •ns r- e I REPIAT I I OF ' 5I 1 ?# 2 i \ COUNTRY \\ I $ to k —I I�J17 �`. I EASOIENT�, ,Iprrygl 1 '11 ~ ���/� OAK �J I t7 k 1 2 1 I \`'f �'� �\ L >ek L_2r:ic _ - v, - ___ t r J+_� nut 14 tir 1t ` Yr, --_J "1 nse \ ;1 16 } -20• U/E_if 'I 114 Ian a [ Heat-- _�R e � 1z• 10 g ¢t//� �:alltr411tk 5 1114, III t o , =naJi,.-7„.. / • se/1 E i 6- ous77,-;_it. / -... a 4 L--/ 4,4 •ci t ROAD k y zo• n•� . e e e 1 x 114 19 \ / 6 \• 4 ��1J • 12'a 11� 10% e � 10 Ik ,y aar e e --.. 4. iy 0 c/ y I I 12 Ik y, nas • it.• e at +ax I p1 y agar ?ESTATE` pi 2 h ..r e e / \ZT I. IcSTA"ES ai 4 . 5 6 . 7 • 6I. 9j 10 : 13 4.4\v_ las � 1 + t�- w 1&- a'— -1-- or —iQ--• •� n 'Benefit District MIN = • -• • 00 NOT WRITE IN THIS SPACE PETITION NUMBER � Maw chi. /5')/9951 `/.' a f,M • 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: 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. (8) The estimate or probable coat of such improvement is One Hundred Fifty Nine Thousand Four Hundred Seventy Two and 50/100 Dollars 1$ 159,472.50 (C) The extent of the proposed improvement district to be ed as indicated on the attached plat and is described as follows, Lts. 4 thru 13, 131. 1, Replat of Country Oak Estates; Lts. 4, 5 & 6, B1. 2, Replat of Country Oak Estates; Lts. 6 thru 13, 131. 1, Country Oak Estates; Lts. 4 thru 14, 131. 2, Country Oak Estates; Lts. 5 thru 9, 131. 3, Country Oak Estates to the City of Salina, Kansas. (D) The proposed method of assessment is: Based on adjusted front footage of each lot of land and without regard to buildings or improvements of the land. (E) The proposed apportionment of costs between the improvement district and the City-at-large is: One Hundred percent ( 100 is) 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. 12-6800 Respectfully submitted by Danny Huehl/Monty Montee Telephone Number 825-0059 Date a Time Property owned within the Signature Residence 7�— /�1 1 of Si gning proposed Improvement Of strict FilijeCA (AA'_ • DO NOT WRITE IN THIS. SPACE CAArchl GOJis ESkotLS • . PETITION NUMBER Dx 1.. FILE) • S1 /S1 l . C SAU NO CITY ITY CLERKCF 'S OFFICKS E i0: THE GOVERNING BODY City of Salina, Kansas (A) We, the undersigned, being owners of record of property liable for assessment for the following improvements: See attached. (Exhibit "A") iereby propose that such improvement be made in the manner provided by Article 6a, Chapter 12 of the Kansas ;tatutes Annotated, as amended. ;B) The estimate or probable cost of such improvement is One Hundred Fifty Nine Thousand Four Hundred Seventy Two and 50/100 Dollars (S159.472.50 'C) The extent of the proposed improvement district to be assessed as indicated on the attached plat and is !ascribed as follows: Lts. 4 thru 13, B1. 1 , Replat of Country Oak Estates; Lts. 4, 5 & 6, Bl. 2, Replat of Country Oak Estates; Lts. 6 thru 13, Bl. 1, Country Oak Estates; Lts. 4 thru 14, B1. 2, Country Oak Estates; Lts. 5 thru 9, Bl. 3, Country Oak Estates to the City of Salina, Kansas. ;0) The proposed method of assessment is: Based on adjusted front footage of each lot of land and without regard to buildings or improvements of the land. E) The proposed apportionment of costs between the improvement district and the City-at-large is: One Hundred percent ( 100 a) 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) s 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 Danny Huehl/Monty Montee Telephone Number 825-0059 Date & Time Property owned within the / Signature Residence of Si gninq proposed Improvement District 7� /� 1 (?}7A1 �" •3 A e` -. J 1, / H%/ 3is/sy Ys2 PM ■ .49,7 r-lh 4 2S1 � � j rw �p &, EXHIBIT "A" The curbing, guttering, grading and paving of Heuhl Circle from the south property line of Lot 4, Block 1, Replat of Country Oak Estates to the west property line of Lot 6, Block 1, Country Oak Estates, to serve Lots 4 through 13, Block 1, Replat of Country Oak Estates; Lots 4, 5 and 6, Block 2, Replat of Country Oak Estates; Lots 6 through 13, Block 1, Country Oak Estates; Lots 4 through 14, Block 2, Country Oak Estates; Lot 5 through 9, Block 3, Country Oak Estates. The installation of a sanitary sewer main to serve Lots 4 through 13, Block 1, Replat of Country Oak Estates; Lots 10 through 13, Block 1, Country Oak Estates. The installation of a water main to serve Lots 4 through 13, Block 1, Replat of Country Oak Estates; Lots 6 through 13, Block 1, Country Oak Estates; Lots 4 through 9, Block 2, Country Oak Estates. Filed Qy-fig F } 111 DEPARTMENT OF FINANCE AND ADMINISTRATION • -I? Judy D.Long,CMC,City Clerk 1 300 West Ash Street,Ste.206 • P.O.Box 736 sauna Salina,Kansas 67402-0736 Telephone(785)826-7240 • Fax(785)826-7244 • TDD(785)825-7333 April 5, 1999 Burke Matthews The Bennington State Bank P.O. Box 1280 Salina, Ks. 67402-1280 RE: Letter of Credit No. 160, City of Salina Project No. 94-898 Dear Mr. Matthews: Please consider this letter your release from the Irrevocable Letter of Credit issued for Country Oak Development Corporation, in the amount of$38,123.40. The Engineering and Utilities Department of the City of Salina determined that they have met the 35%requirement (certificates of occupancy) needed to release the Letter of Credit. If you have any questions, please contact me. Sincerely, Judy D. Long, CMC, City Clerk cc: Shawn O'Leary, Engineering Enc.: Original Letter of Credit F t6ject 9h1- pi ci DEPARTMENT OF ENGINEERING AND GENERAL SERVICES `r SHAWN O'LEARY,P.E.,Director Salina CI T v o F 300 West Ash Street • P.O.Box 736 • Salina,Kansas 67402-0736 �_ saunaTELEPHONE(785)826-7290 • FAX(785)826-7224 c I I I I MEMO TO: Rod Franz, Director of Finance MEMO FROM: Michael Renk, Civil Engineer SUBJECT: Release of Letter of Credit DATE: March 8, 1999 I am writing to request the City's release of a current letter of credit for a development- related project in Country Oak Estates. Our staff has investigated this matter and determined that the conditions for release of the letter have been met. The letter of credit was issued by The Bennington State Bank, Reference No. 160, dated May 16, 1994 in the amount of $38,123.40 on behalf of Country Oak Development Corporation. These improvements are complete and certificates of occupancy have been issued for more than 56% of the lots in benefit district. If I can answer any further questions or provide additional information, please do not hesitate to call. cc: Shawn O'Leary , ' `� ��� / elm iljf ila OFFICES THE BENNINGTON STATE BANK SALiNA 2130 South Ohio/P.O.Box i 280/Salina,Kansas 67402-I28O • BENNINGTON Telephone(785)827-5522/FAX(785)827-0257 • MINNEAPOLIS • February 10, 1999 Shawn O'Leary • Department of Engineering & Utilities 300 W. Ash Salina, KS 67401 RE: Country Oak Estates - • Dear Mr. O'Leary: . In regard to Country Oak Estates, Letter of Credit No. 160, under the terms of the Letter of Credit dated 5/16/94 issued by The Bennington State Bank for the account of Country Oak • Development Corporation in the amount of $38,123.40. This Irrevocable Letter of Credit is to expire on May 16,1999. This is the sixty day notice that we are not renewing the Letter of Credit and it will expire as of the date on the Irrevocable Letter of Credit. If you have any questions concerning this, please do not hesitate t. II me here at the bank. Sincerely yr Burke Lee -rtthews Vice President • • BLM/ks • OFFICERS:Ken M.Berkley,President:Burke Lee Matthews Vice President David C Smith,Igoe President; ✓ gt' s✓ , . Mike Benjamin.Vice President Douglas IC All Vice Presidenr.Michael L.Hoppock.Vice President: Kass Gray,Vice President:Jeff Weishaar,Tivst Officer:Mary A.Blake,Assistant Vice President; CAPITAL.SURPLUS,PROFITS AND RESERVES 515,000.000.00 Sherry L.Money,Assistant Vice President;Karen Cherry,Assistant Vice President/Data Processing. ub/17/U4 16:62 2Y013 820 7244 CI'T'Y / SALINA KS 0002 JUN 0 9 1994 IRREVOCABLE LETTER OF CREDIT , ■ %.OPY Date: 05-16-94 No. 160 Advising bank reference no. 160 Advising bank: For account of: The Bennington State Bank Country Oak Development Corporation 200 So. 9th, P.O. Box 1280 Salina, Kansas 67402-1280 To beneficiary: Amount: $ 38,123,40 City of Salina 300 W. Ash Salina, KS 67401 Expiration date; 05-16-99 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 a penalty for nonpayment of special assessments covering the installation of the following described improvements in the City of Salina, Kansas: Water, Sanitary Sewer, Streets and Storm Drains in Country Oak Estates Subdivision, Salina, Saline County, Kansas (Project No. 94-898 ) Said special assessments having been levied against the following described properties listed by legal description: Lots 5, 6, 7, 8, 9, 10, 11, 12 and 13, Block 1; Lots 4, 5, 6, 7, 8, 9 and 10, Block 2; Lot 9, Block 3; all in Country. Oak Estates Subdivision, Saline County, �Kyansast AND Lots 4, 5, 6, 7, 8, 9, 10, 11, 12 and 13, Block 1, all in the replat of part of Speclyi C;e lalift 18 Subdivision, Lots 14-20, 26-28 and part of Lots 21-25, Block 1, Lots 10-16, Block 3 and Lots 1-3, Block 4, to the City of Salina, Saline County, Kansas Partial drawings are permitted. This original letter of credit must be presented with any drafts drawn hereunder and the amount available shall be reduced by the amount of any drafts drawn not exceeding in the aggregate a total of $ 38,123.40 Notwithstanding the expiration date noted above, if is understood that this letter of credit shall be automatically renewed for additional two-year periods unless we notify you in writing 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.__Unon_devnlnmment_Liaa,,nnnn_np nn......... .. ____.._ _ _ r3er DO NOT WRITE IN THIS SPACE : PETITION NUMBER q 02 v ,a. 6 'l P • m ref 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. guttering, grading & _Paving of Austin_ Cs. from the S. line of Lt. 1. R1 . 4. Austin Subdivision to Giolla St. to serve Lts. 2. 4. 6. 8, La. 12. 14 & 16. B1. 2: Lts. 1 thru 8. Bl. 3. Austin Subdjvision. Curbing. guttering. grading & paving of Claflin Ave. from Austin Cr. to the E. line of Lt. 1 . Bl. 4. Austin Subdivision to serve Lts. 1 thru ,? , B1. 3; Lts. 1 thru 5, 7 & 8, Bl. 4, Austin Subdivision Installation of a storm drainage system to serve Its. 1 thru 8, Bl. 1; Lts. 1 thru 16, B1. 2; Lts. 1 thru 8,B1.3; Lts 1 thru 5, 7 thru 8i* B1.4; Lts. 1 thru 12, B1. 5, Austin Subdiv. lereby 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 One Hundred Four Thousand Four Hundred EightySeven and 00/100 Dollars (S 104.487.00 (C) The extent of the proposed improvement district to be assessed as indicated on the attached plat and is Jescribed as follows: Lts. 1, 3, 5, 7, 9, 11, 13 and 15, Block 2; Lts. 1 thru 8, Bl. 3; Lts. 1 thru 5, 7 thru 18, B1. 4; Its 1 thru 12, Bl. 5; Austin Subdivision. (D) The proposed method of assessment is: on adjusted front footage of each lot of land for street inmrovpmPnts & &caul share per lot for storm drainage improvements & 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 Is) to be assessed against the improvement district and Zero percent ( 0 %) to be assessed against the City-at-large. {P) We further propose that such improvement be made without notice and hearing as required by K.S.A. 12-6a04(1 ) 3s amended. l * 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 Darvin Dent Telephop Number (913) 283-4430 Date b Time Property owned within the , . • ature Residence of Signing proposed Improvement District At. -4 / 231q ��w 9�9-q� �r� / � Z)(6 k/lJ -6 1 n 6, 952G9 ZZr 7G/ .-/Y ��tes 8,Dv/fue// M /3/p S -`r � IMP • A,-f S l%a.:(=S 6%mss �"s • DO NOT WRITE IN THIS SPACE PETITION NUMBER 4540 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. guttering. grading & paving of Austin Cr. from the S. line of Lt. 1, Bl, 4. Austin Subdivision to Cloud St. to serve Lts. 2, 4. 6. 8, 10, 12, 14 & 16, B1. 2; Lts. 1 thru 8, B1. 3. Austin Subdivision. Curbing. guttering. grading & paving of Claflin Ave. from Austin Cr. to the E. line of Lt. 1 . Bl. 4. Austin Subdivision to serve Lts. 1 thru 8, B1. 3; Lts. 1 thru 5, 7 & 8, B1. 4, Austin Subdivision. Installation of a storm drainage system to serve Lts. 2, 4, 6, 8, 10, 12, 14, 16, Bl. 2; Lts.l thru 8, B1.3• Lts. 1 thru 5, 7 thru 18, B1. 4; Lts. 1 thru 12, B1. 5, Austin Subdivision. 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 One Hundred Four Thousand Four Hundred Eighty Seven and 00/100 Dollars ($ 104,487.00 (C) The extent of the proposed improvement district to be assessed as indicated on the attached plat and is described as follows: Lts. 2, 4, 6, 8, 10, 12, 14, 16, Bl. 2; Lts. 1 thru 8, B1. 3; Lts. 1 thru 5, 7 thru 18, B1. 4; Lts. 1 thru 12, Bl. 5; Austin Subdivision. (D) The proposed method of assessment is: on adjusted front footage of each lot of land for street improvements & equal share per lot for storm drainage improvements & 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 t) 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 Darvin Dent Telephone Number 913 283-4430 Date & Time Property owned within the S)gnature Residence of Signing proposed Improvement District S LI1 L b-� 5`L/ 5 2 3 1 1 Imo..,oa • I`1' R� l.o� /�. o � � ✓r� �, � � �iy�Y -- 1 `� PETITION NUMBER • Page 2 Date & Time Property owned within the Signature Residence of Signing proposed Improvement District %i �� _ r ,� � 1� 8 /0/2 474('4 2 i '. ./ / t..`` / `s�A.or 6SWIE;/ j 0491" 7 / e/OC42 , ky— (;:, ,Zn,-; gJ`1C�a/�/�a� 3=/y-9r J 7l5- /y /6 ac,( 2 - / 27 9:5-zdw// ,t�� / 7v 4)/s / 2 3- y s ‘;78 13 l /7 6 ._ �K r 952G, lU//z-,�1 / d gyy-,y 2,,z;-. % 2, 4-7 /634, /.5- il/e;e:/i' y 7, `' % I.2,1tGy . L ///e& = u_D4,4n{ -/( -9 r,74' s eke ce •r i .' ,,,:. A• y 45-.17 k)7'25- ,6 /.Z /a cf y �,. J L .mot. . .CGTL.s / /8 /570(-,t: 9 1.c/1 / 04c:/:- 5- PRELIMINARY ENGINEERING ESTIMATE AND FEASIBILITY REPORT PETITION NO. 4{vo PROPOSED STREET AND DRAINAGE IMPROVEMENTS PART OF AUSTIN SUBDIVISION TO THE CITY OF SALINA, KANSAS FILE NO. 94-4 MARCH-1994 DON HOFF, I1'10<// GI ERING & UTILITIES Rqjec4- 1q-Sit SCOPE OF WORK The curbing, guttering, grading and paving of Austin Circle from the south line of Lot 1, Block 4, Austin Subdivision to Cloud Street to serve Lots 2, 4, 6, 8, 10, 12, 14, and 16, Block 2; Lots 1 through 8, Block 3, Austin Subdivision. The curbing, guttering, grading and paving of Claflin Avenue from Austin Circle to the east line of Lot 1, Block 4, Austin Subdivision to serve Lots 1 through 8, Block 3; Lots 1 through 5, 7 and 8, Block 4, Austin Subdivision. The installation of a storm drainage system to serve Lots 1, 3, 5, 7, 9, 11, 13 and 15, Block 2; Lots 1 through 8, Block 3; Lots 1 through 5, 7 through 18, Block 4; Lots 1 through 12, Block 5, all in Austin Subdivision. BENEFIT DISTRICT Lots 1, 3, 5, 7, 9, 11, 13 and 15, Block 2; Lots 1 through 8, Block 3; Lots 1 through 5, 7 through 18, Block 4; Lots 1 through 12, Block 5, Austin Subdivision 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 in the benefit district for street improvements and an equal share per lot in the benefit district for drainage improvements. 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 the storm drainage system, including common excavation for the ditch and detention basin, pump station, ditch liner, seeding and incidentals thereto to complete the stormwater drainage system. COST CHARGEABLE TO CITY: 1. None DISTRIBUTION OF COST PART OF AUSTIN SUBDIVISION TO THE CITY OF SALINA, KANSAS PETITION NO. COST CHARGEABLE COST COST TOTAL PER ADL. FRONT CHARGEABLE TO CHARGEABLE COST FOOT OR PER EACH BENEFIT DIST. TO CITY IMPROVEMENTS STREET $ 33.54 (Ave. ) $ 82,867.00 $0.00 $ 82,867.00 STORM DRAINAGE SYSTEM $1,351.25 $ 21,620.00 $0.00 $ 21,620.00 TOTAL: $104,487.00 PETITION NO. PRELIMINARY ESTIMATE OF PART OF AUSTIN SUBDIVISION TOTAL PROJECT COSTS (Including Streets, Storm Drainage) 1. COMMON EXCAVATION 1,910 C.Y. @ $ 5.00 = $ 9,550.00 2. ASPHALT OR CONCRETE PAVEMENT 2,580 S.Y. @ 15.00 = 38,700.00 3. VALLEY GUTTER 86 S.Y. @ 25.00 = 2,150.00 4. CONCRETE CURB & GUTTER 1,630 L.F. @ 8.00 = 13,040.00 5. SIDEWALK RAMPS 4 EA. @ 500.00 = 2,000.00 6. STORM PIPELINE, 21" x 15" RCAP 64 L.F. @ 40.00 = 2,560.00 7. STORM SYSTEM EXCAVATION 1 L.S. @ 9,075.00 = 9,075.00 8. STORMWATER PUMP STATION 1 L.S. @ 5,175.00 = 5,175.00 9. SPECIAL MANHOLE 1 EA. @ 735.00 = 735.00 10. CONCRETE DITCH LINER 1 L.S. @ 420.00 = 420.00 11. SEEDING 1 L.S. @ 260.00 = 260.00 12. WATER 1 L.S. @ 500.00 = 500.00 13. CONSTRUCTION STAKING 1 L.S. @ 5,000.00 = 5,000.00 SUB TOTAL: $ 89,165.00 10%o ENGINEERING & CONTINGENCY: 8,917.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 6,405.00 TOTAL: $104,487.00 PETITION NO. PRELIMINARY ESTIMATE OF PART OF AUSTIN SUBDIVISION Preliminary Estimate of PROJECT COSTS (Street Improvements only) 1. COMMON EXCAVATION 1,910 C.Y. @ $ 5.00 =$ 9,550.00 2. ASPHALT OR CONCRETE PAVEMENT 2,580 S.Y. @ 15.00 = 38,700.00 3. VALLEY GUTTER 86 S.Y. @ 25.00 = 2,150.00 4. CONCRETE CURB & GUTTER 1,630 L.F. @ 8.00 = 13,040.00 5. SIDEWALK RAMPS 4 EA. @ 500.00 = 2,000.00 6. STORM PIPELINE, 21" x 15" RCAP 64 L.F. @ 40.00 = 2,560.00 12. WATER 1 L.S. @ 500.00 = 500.00 13. CONSTRUCTION STAKING 1 L.S. @ 2,215.00 = 2,215.00 SUB TOTAL: $70,715.00 10% ENGINEERING & CONTINGENCY: 7,072.00 TEMPORARY NOTE INTEREST, BONDING, ISSUING: 5,080.00 TOTAL: $82,867.00 PROJECT COSTS (Storm Drainage Improvements only) 7. STORM SYSTEM EXCAVATION 1 L.S. @ 9,075.00 = 9,075.00 8. STORM WATER PUMP STATION 1 L.S. @ 5,175.00 = 5,175.00 9. SPECIAL MANHOLE 1 EA. @ 735.00 = 735.00 10. CONCRETE DITCH LINER 1 L.S. @ 420.00 = 420.00 11. SEEDING 1 L.S. @ 260.00 = 260.00 13. CONSTRUCTION STAKING 1 L.S. @ 2,785.00 = 2,785.00 SUB TOTAL: $18,450.00 10% ENGINEERING & CONTINGENCY: 1,845.00 TEMPORARY NOTE, INTEREST, BONDING, ISSUING: 1,325.00 TOTAL: $21,620.00 Distribution of Cost Austin Subdivision to the City of Salina, Kansas Streets Streets Property Adjusted Per Austin Claflin Storm Description Front Footage Each Circle Avenue Drainage Total Block 2 Lot2 80.00 1.00 $4,341.22 $0.00 5480.44 4,821.66 Lot 4 75.00 1.00 $4,069.89 $0.00 $480.44 4,550.33 Lot 6 75.00 1.00 $4,069.89 $0.00 5480.44 4,550.33 Lot 8 75.00 1.00 $4,069.89 $0.00 $480.44 4,550.33 Lot 10 75.00 1.00 $4,069.89 $0.00 $480.44 4,550.33 Lot 12 75.00 1.00 54,069.89 $0.00 5480.44 4,550.33 Lot 14 74.00 100 54,015.63 $0.00 $480.44 4,496.07 Lot 16 110.00 1.00 $5,969.17 $0.00 $480.44 6,449.61 Block 3 Lot 1 . 80.00 1.00 54,341.22 $1,023.33 $480.44 5,844.99 Lot 2 75.00 1.00 54,069.89 $959.37 $480.44 5,509.70 Lot3 75.00 1.00 $4,069.89 $959.37 5480.44 5,509.70 Lot4 75.00 1.00 $4,069.89 $959.37 $480.44 5,509.70 Lot5 75.00 1.00 $4,069.89 5959.37 $480.44 5,509.70 Lot 6 75.00 1.00 54,069.89 $959.37 $480.44 5,509.70 Lot 7 74.00 1.00 $4,015.63 $946.58 $480.44 5,442.65 Lot8 80.00 1.00 $4,341.23 $1,023.33 5480.44 5,845.00 Block 4 Lot 1 80.00 1.00 $0.00 $1,023.33 $480.44 1,503.77 Lot2 70.00 1.00 $0.00 $895.41 $480.44 1,375.85 Lot3 85.00 1.00 $0.00 51,087.29 5480.44 1,567.73 Lot 4 85.00 1.00 50.00 $1,087.29 $480.44 1,567.73 Lots 81.00 1.00 50.00 $1,036.12 5480.44 1,516.56 Lot7 93.60 1.00 50.00 51,197.30 $480.44 1,677.74 Lot8 80.30 1.00 $0.00 51,027.17 $480.44 1507.61 Lot 9 80.00 1.00 $0.00 $0.00 5480.44 480.44 Lot 10 78.90 1.00 $0.00 $0.00 5480.44 480.44 Lot 11 89.00 1.00 50.00 $0.00 $480.45 480.45 Lot 12 89.00 1.00 50.00 50.00 $480.45 480.45 Lot 13 72.90 1.00 50.00 50.00 $480.45 ' 480.45 Lot 14 70.00 1.00 $0.00 $0.00 $480.45 480.45 Lot 15 70.00 1.00 $0.00 50.00 5480.45 480.45 Lot 16 70.00 1.00 $0.00 $0.00 5480.45 480.45 Lot 17 70.00 1.00 $0.00 $0.00 5480.45 480.45 Lot 18 80.00 1.00 $0.00 $0.00 $480.45 480.45 Block 6 Lot 1 80.00 1.00 $0.00 50.00 5480.45 480.45 Lot 2 110.00 1.00 50.00 $0.00 5480.45 480.45 Lot 3 70.00 1.00 50.00 50.00 $480.45 480.45 Lot 4 70.00 1.00 50.00 $0.00 5480.45 480.45 Lot 5 70.00 2.00 50.00 $0.00 $480.45 480.45 Lot 8 70.00 1.00 50.00 50.00 $480.45 480.45 Lot 7 70.00 1.00 $0.00 50.00 5480.45 480.45 Lot8 70.00 1.00 $0.00 $0.00 5480.45 480.45 Lot9 70.00 1.00 $0.00 $0.00 5480.45 480.45 Lot 10 70.00 1.00 $0.00 $0.00 $480.45 480.45 • Lot 11 80.00 1.00 50.00 50.00 5480.45 480.45 Lot 12 80.00 1.00 $0.00 $0.00 $480.45 480.45 Total: $67,723.00 $15,144.00 $21,620.00 $104,487.00 • PART OF AUSTIN SUBDIVISION TO THE CITY OF SALINA, KANSAS PROPERTY OWNERSHIP PROPERTY DESCRIPTION PROPERTY OWNER Block 2 Lot 2 Jimmie D. & Katherine Andrew Lot 4 Lot 6 If Lot 8 Lot 10 " Lot 12 11 Lot 14 Ry-Co, Inc. Lot 16 Block 3 Lot 1 Ry-Co, Inc. Lot 2 11 Lot 3 Lot 4 11 Lot 5 11 Lot 6 Lot 7 " Lot 8 Block 4 Lot 1 Ry-Co, Inc. Lot 2 Lot 3 Jimmie E. & Katherine Andrew Lot 4 Archie R. & Linda Ponton Lot 5 David L. & Nancy Bixby Lot 6 Ry-Co, Inc. Lot 7 Lot 8 Daryl L. & Emma Bixby Lot 9 Archie R. & Linda Ponton Lot 10 Ry-Co, Inc. Lot 11 P. Reginald & Wendy Stadel Lot 12 Daryl L. Bixby Lot 13 Ry-Co, Inc. Lot 14 Christopher A. & Pat Temple Lot 15 Ry-Co, Inc. Lot 16 Jimmie D. & Katherine Andrew Lot 17 Gwen Stover Lot 18 Gwen Stover PROPERTY DESCRIPTION PROPERTY OWNER Block 5 Lot 1 Gwen E. Stover Lot 2 Ry-Co, Inc. Lot 3 Jon B. & Jane A. Robertson Lot 4 Ry-Co, Inc. Lot 5 Jimmie D. & Katherine Andrew Lot 6 Ry-Co, Inc. Lot 7 Bob L. Reynolds Lot 8 Ry-Co, Inc. Lot 9 Lot 10 Millwood Realty, Inc. Lot 11 Ry-Co, Inc. Lot 12 • 30 N 31 32 , 33 34 , 35 36 w 37 38 39 40 41 42 6 7 8. 9 G d/ 'I 1 1 spy\ I - lam\ aIr 0.,f stir stir WV MOT 1 I 10 q q 14 q p n0. •t sr V lac • AVENUE $ EASTGATE it air ,r air ir 80.,r air I I a a a a a a y- 4044' Kr • 7 _ m0r •-I ` 6 b 7 s 8 E 9 10 s 11 I 12 c 13 14 $ 15 3i 18 17 Y 18 ^I 3 so'' I 4 n 10 ill I II u 4 ---- O YI Y = • cr I I rov 2414. 25 s 26 i 27 k 28$ 29 I 30 E 31 32 ' 33 34 .'35 36 1 1 12 1 NS ti flit 6 flit c aw 6 airs air°I • V F a a a' a a a4r 9015 1 LANE $ 1 16 : I .�IIO I air salt MI alts aw wit p a at 4r a _L 1 f— - J L— I 10 ,1 c 12 c 13 c 140 1511 I 16 c 17 t —18 0 —19 1 — 20 Q b — I r— 'TEg law Kw KW alt Oal — - - La /UPI 90l'1 -1 1593a aB.11 t • 411•Mam Ht_• lv rc > r. 11tV 1 76 + It 1e p E '°v' 0.114 I AUSTIN %1o'' 8 a O61a 17II= Sr, " 'A•^p26 U1/425U;IE24 ` ° ' I �P it a Ott 1 ^1 6 7 WV rr 0r >t >r 7.44 s $ RICKY CIR. 12 LOT 4 l'1w r °flat Inn P liar ,an' tam• Tar IN s 1 I 1e9' 4" I I V. at a ,am' w 3 $1 I1 13 $ 11 1 1 12 075 Y • ,w I s - I I I �1 nest s Y l� Hoot c 5 �_ nr r xzer 'ms Ditl 1 14 j� 1 10 k nacre' 1 5 k• $ 4 rut ' 10 .- 8 1 ,s I 4k , $I � q 1 ' IIRPI elf 1.1/E-4- •1D'D &WE L-16 _ C $ 3 J' �F $ RICKY CIR LOT 3 — 107 art . y't ~ r 17 It 2 k d 11 tk 124 13 . 15 �� ADD. I 107.7V 5 BD TOR.G-DC-SAC — t8 $ $ 1 1 1 2 $ $ 1 F- 1 t L-, —nu „ x).m' v „as' 1 +1400 Ills 114 et row , AVENUE IS �6Le - $ AVE LF k 9 I 1 F fr r A I t+asr ' Mar j ,wt 100.34 51 8 5 $ 15 16 $ $ 8 1 - ' e; k 8 1F / N �4 �U ' 7 na•I' _...F z0. w e 16 Inn = art ark 6 If / 5 . 5 Q E � ' 6 . 3�5 1. _ _ S BK. 1 LOT 2 g ` • D '`�J I we b1-1r M D/2 Hal IN MU lU/tl 3 ADD. - s ET SIGN it I .x0.07 ' $1 MIST $ num a STREET Benefit District NCI= 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: Curb Sne guttering eradine 6 oavine of Au tin r from h g in of l 1 A C A tin Subdivision to Cloud St, to serve Lts. 2. 4. 6. 8. 10. 12. 14 & 16. Bl. 2: Ltc. 1 thru 8. 131. 3. Austin_Subdivision. CurbinP.Euttprine. pradine & paving of Claflin Ave. from Austin Cr. to the F. line of Lt. 1. 131. 4. Austin Subdivision to serve Lts. 1 thru 8, B1. 3: Lts. 1 thru 5, 7 & 8. B1. 4, Austin Subdivision Installation of a storm drainage system to serve Lte. 1 thru 8. 131. 1; Lts. 1 thru 16, B1. 2; Lts. 1 thru 8.131.3; Lts 1 thru 5, 7 thru 8, 131.4; Lts. 1 thru 12, El. 5, Austin Subdiv. hereby propose that such improvement be made in the manner provided by Article 6a, Chapter 12 of the Kansas Statutes Annotated, as amended. (8) The estimate or probable cost of such improvement is One Hundred Four Thousand Four Hundred EightySeven and 00/100 Dollars (S 104.487.00 (C) The extent of the proposed improvement district to be ed as indicated on the attached plat and is described as follows: Lts. 1, 3, 5, 7, 9, 11, 13 and 15, Block 2; Lts. 1 thru 8, 111. 3; Lts. 1 thru 5, 7 thru 18, 131. 4; Lts 1 thru 12, Bl. 5; Austin Subdivision. (0) The proposed method of assessment is: on adiusted front footage of each lot of land for street improvements & eoual share per lot for storm drainage improvements & 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) Ile 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. 12-6e04) a Respectfully submitted by Darvin Dent Telephone Number (913) 283-4430 Date & Time Property owned within the Signature Residence of Signing proposed Improvement District • aolGT ' _ DO NOT WRITE IN THIS SPACE taint [kJT AJ44iaNS PETITION NUMBER 409 • /' .'72 A•M 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: Curhin g utterino. erading and paving of Tulane Ave. from the north line of Lot 1, B1. 1 , Tulane Court Addition to the south line of Lt. 1, B1. 2, Tulane Ct. Addition to serve Lts. 1 rhru 7. B1. 1 & Lts. 1 & 2, Bl. 2, Tulane Court Addition. Installation of a water main to serve Lts. 1 thru 7, Bl. 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 Dnllarc ($ 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, 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 zlrninage and water (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 & Time Property owned within the Signature Residence of Si gninq proposed Improvement District ' 4162 TAI / F iii � S . � — 3,l!•`/4 /l�llnH /d /- 7t5l fL17 Et, Z �.�...o PRELIMINARY ENGINEERING ESTIMATE AND FEASIBILITY REPORT PETITION NO. TO79 PROPOSED STREET AND UTILITY IMPROVEMENTS TULANE COURT ADDITION TO THE CITY OF SALINA, KANSAS FILE NO. 94-3 MARCH-1994 DZIKIFF4Cil0FIQ RING & UTILITIES Nyc4 qy-89g 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 & $2,808.44 $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 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 Saline, Kansas (A) We, the undersigned, being owners of record of property liable for sment for the following improvements: Curbing. puttering. nrading and paving of Tulane Ave. from the north line of Lot 1, B1. 1, Tulane Court Addition to the south line of Lt. 1, B1. 2, Tulane Ct. Addition to serve Lts. 1 thru 7. 131. 1 & Lts. 1 & 2, Bl. 2, Tulane Court Addition. Installation of a water main to serve Lts. 1 thru 7, 81. 1 and Lts. 1 & 2, B1. 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 nnllarc (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, B1.. 1 and Lts. 1 & 2, B1. 2, Tulane Court Addition. (D) The proposed method of assessment is: Rased on an equal share per lot of land for street and dr.4nnge an(I water (E) The proposed apportionment of costs between the improvement district and the City-at-large is: One Hundred percent ( 100 s) to be assessed against the improvement district and Zero percent ( 0 4) 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. 12-6e04) Respectfully submitted by Abner Prrnev Telephone Number 827-0441 Date A Time Property owned ref thin the Signature Residence of Signing proposed Improvement District Piled • GI 4 4461$ DO NOT WRITE IN THIS SPACE ""'ra 'fia� PETITION NUMBER 4078 • • • 63 - IO - 94 TO: THE GOVERNING BODY : 15 Q. oon.. City of Salina, Kansas (A) We, the undersigned, being owners of record of property liable for assessment 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. (B) The estimate or probable cost of such improvement is Two Hundred Seventeen Thousand Eight Hundred Seventy Three and 00/100 Dollars. ($ 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 a.; 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 assessment is: Based on adjusted front footage of each lot of land for street and drainage assessments and per each 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 %) 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 Mr. Don Tasker Telephone Number 827-3316 Date & Time Property owned within the Signature Residence of Signing proposed Improvement District 1 .s Ph4Se1C � — 2 ° 7 Z III G r c /q/9�/ /?:S'� I O°lr, a4- 1h Pf,`., - -, /1(0 &.l e.n/ C-e- .3(4 `14 i z: at'k i Lk it tr /421u k l• << ` �i `ty F N. f �D S evJ. 3-1-9 y /2:5-117" �c Exhibit "A" The curbing, guttering, grading and paving of Tasker Lane from the south lot Tine 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. 4078 PROPOSED STREET AND UTILITY IMPROVEMENTS PART OF TASKER ADDITION TO THE CITY OF SALINA, KANSAS FILE NO. 94-1 MARCH - 1994 _ /i/ .i✓ , DON HO , i' TtR 0 / 11 4r` ; NG & UTILITIES PrD3tc4 14 -sig 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 K 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 Lot21 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 coo 0.00 89321 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 Lot8 80.00 1.00 0.00 1,020.81 0.00 0.00 1,020.81 Lot9 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 0.00 000 893.21 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 11 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 Lot 14 Lot 15 Lot 16 If Lot 17 Block 3 Lot 9 Scanlon, Michael & Noel Lot 10 Young, Charles & Nancy Lot 11 Schilling Road Development, L. P. Lot 12 Lot 13 Lot 14 IF Lot 15 Lot 16 Lot 17 Lot 18 Lot 19 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 <tnt ••••• ° ...1%-el 1ld1./t_ "J s. it or I I w or it it 7r I I n !I1 4 . 5 . 6 . 7 .11 8 38 9 . 10 . 11 . 12 1 1 17 I, N ILit , s it r wJ Ls w w _w -r 'JLn_ _ 4310 _ -74 -„ n 7fl 7r w 7r Iii (-r- a 7r „ to -- II 23 • 22 • 21 • 20 .;I, 19 1841 17 • 16 • 15 •1 1 14 r•? 8 2 • 3 ` 4 .e 4 5 `p� 8 3 seer 70 is n n 1111II1 7S is is 71 7r 1.) 7r d 70 sec- I use II S 1`p^ Jy II n' n n 71' n n it it it 7r f 1 7'' 49 n 4449 ` ` 7 Y . I I 11 a ` ■ 5 • 6 • 7 • 8 •I 9 • 10 • 11 . 12 • 13 •11 14 a ^• 11 • 10 R 9 Q 8 ¢-0. 1`°'` JL___ < is � J n' n n 7r©n n 7r n nn r n K it n it n w 3it• II u � 24 . 23 • 22 . 21.11 20 . 19 . 18 . 17 . 16 .1115 t 'J= 12 r9 13 r 141 15 I 16 ! 171 / Y I = 200 7r it n 7r 1 1 n _ n tr if T r i m n ear Aar 7049 mw nor 7349 I DRIVE It II s s w s I I M it w r w l l n um' mar 7mr 77149 7as 7dn u Ti tr uA I K°¢ 40 ■5 F 6 F 7 8 GI 9 F 10 d 11 F 12 a uit 13 lI/14 1 1 2 3 3 b 4 p 5 1 g s w wNJLor_ et_ w•Lw_ au L7! it ^w it n1I n' 7e 737100 I 111.7r 49 nLn n n n it I w w499/9 or_ our II r-Tt i----- , -1 s 6E1 30 21311 I g Ir , -2 _ 3 ---, ■ sou ait t3 4 aaar 49 I ar WY O ,taco• a ¢ _ L II MD• .. 1 /7 P 7.s� a >7X� 49VAa / II 1 I �i.°4(. mart ,w t- awamc • ,r —T_J �_x�,"� 2 ill ' II ' III 26 4 t i TASKER ADDITION Lai 1 l r- -__,;4 , 3 194) ar 17100 1=s - BENEFIT DISTRICT I I 8 �p _ 4 % ppj����i1 24 R < - 2 P, b II 1_�� 1 w e 1 149 g .0 :0 °I 17110 18 25 R +vr�+ 9Jaa tmer.II i #I 23 C 3 tun W 2. a ro.22 I 1 II W 19 5 'i 1 m•• no 494 8 17149 t 24 I imaCt 1 �t t ♦ ss I I lO2 : II V 5 II 11 I 1 ,o It 1II k p k ) I • II 8 >I II# 21 ! wire K 23 1e II / I. _t 1 Cr } 5 J 7rs / Io „ II ➢ 7 III 1 .l? 20t] i r 10717. lt1 22 II 6 II / - I 7131710°07\CC B1 ts.7r w I ,, 1 12 II 49 II 8 " . 19 0• 4,*a » O 011 II 7 II II \ • tour yy :4) �ti 7 I. \ ' t- 18 g . '3%, $ i.4, by ////�— ..` t4 II wu0/I� 17 II L w -317131 II I II 1 - I III 16 II 1 9 II 1 II flaw "as I III 15 II V•�*7• * I • 1 ,war 3` _ a r If u., - 17 * �13 1� I �r14 .. tow \fe, i� I t4 y 13 II1 1 ; I nn tw nit tax ., unr '°' $ 'Si" 111W700. 1449 1449 It m n,4 a u/[a It U4, O w haw ,, ■7118 ON ••• 19 , 20 Q 1211 19 .1 18 ` 17 18 ,5 AD DI. II 49u/t/I I I w ` \O 1 Y II I DO NOT WRITE IN THIS SPACE PETITION RIMIER • 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: 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 madad. (e) The estimate or probable cost of such improvement is Two Hundred Seventeen Thouwnnd Eight Hundred • Seventy Three and 00/100 Dollars.. (5 217.873.00 (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 sssesanent 1st Based on adjusted front footage of each Lot of land for street and drainage assessments and per 'each 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 t) to be assess ed against the improvement district and zero percent ( 0 t) 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 • Respectfully submitted by Mr. Don Tasker Telephone Number 827-3316 Date & 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. DEPARTMENT OF ENGINEERING AND UTILITIES it-' DONALD E.HOFF,P.E.,Director • SHAWN 0LEARY,P.E.,Assistant Director � Salina CI T Y • p F 300 West Ash Street • P.O.Box 736 • Salina,Kansas 67402-0736 SAL I 11 fl TELEPHONE(913)826-7290 • FAX(913)826-7224 11111 July 1, 1997 Mr. Doug Alt Schilling Road Development, L.P. P. O. Box 1280 Salina, KS 67402-1280 Dear Mr. Alt: ua Re: Irrevocable Letter of Credit No.11A, Tasker Addition Phase II C,4 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, 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 ..:. " 4x' 4iS w w •: r; 1-, a"' 'yt s„ " J F ; g g M m ► � ® P { 0-� TA-4b115-5� * 3 s i � ® X ktek • sa1duws - ( • 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 issuedfor this phase with only nine required to release the Letter of Credit. Thank you in advance for your cooperation. Sincerely, Doug Alt DA/rc 'T" * E 01',.t ° g?a { ,kag' ba $t '°' -nt. +T,d t g yr, ar"e""t'?;i � ,`Y1F tiv +,'h' uYL -iti Y c,t, I 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 rti To beneficiary: Amount: $ 65, 899. 49 City of Salina 300 W. Ash Salina, KS 67401 Expiration Date: 5/13/99 Gentlemen: l' 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 . " 4 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, B . • *mans A hots' • - ti. Place, date, name and St ��ii signature of the advising bank. th"rized Lary Fief/ ce i'-sident r w I II w w r .r roll:7r 6 . 7 118 3g9 . 10 . 11 . 121113 ^ 1 N _�r —NJLe w w r WJL#- - 473r — <=rr 7r1'rf w_-w-'_a-=u1 rw- m or , at II - 22 • 21 • 20. ' 18 • 17 • 18 • 15 •I 114 V V 2 • 3 ? •e- II 6 1 fair 1 77 .. 7r 7r I I tr 7r 7r 7r 70 U 70 t t t ® i a sr. 1 ` II -7r 7r 7r 7r l l 7: 7r 7r 7r 7r I I 7r w 7V 1V' .7y 7 1 aed 5 • 6 .• 7 • 8 1I 9 • t0 • 11 • 12 • 13 11 14 r r 11 • ID c : 9 k S. ' 9 A j ,spa JL_ >• 112 '. J -7r 7r 7r 7r`'+�7r 7r 7r 7r in r ir 1Z 17 e s 70 It 7r 7�Ir II I u = �O� 24 • 23 . 22 • 21.11 20 . 19 . 18 . 17 • 16 .1115la 7t 121 13 = 141 151 188171 1 ■ x 7r 7r 7r UI 7r 7r 7r 7r ar U 7r of 70@' let law 72.10 7.1t 1 DRI . a II I w w w I.l w w w r w f I 7r a 7C4 70t "sr_ nt 717: 1 5 h 6 4 7 39 8 41 79 4 10 4 11 4 125.1 131;t14 ...y14uK_ d 1 ; 21 3- 4 5 1 81 1 1 —wF wF wa wJLwG o•`I r5,�r'�rJL7d st rt 70 Wd 70 7r_. 7r mar w in7r 7s 70 it t I w wwsa or _our II II -7.�.r 4:5_ 4 3 2ri I t v 1� 1 i_ 1 �. _ 1 I nu, ayt t7,� A Tot our e I tint r:\ I t0•WEI 1110P /1 7.tr — ' at/ I_ 1•le Ulf• W I1 I P ie e _ r kW 7127[ _ I .I 7 ty J` u.r 1'e- VW I tot 6 Y r T;J Lai, / , 2 aI I } j: 2e t° ` 1 e TASKER ADDITION I 1 r-= _�:� q3 ` I er - n- BENEFIT DISTRICT I era re. ,t 4 y. i�i i 1 24 k i. . aar pi It 25 k w.a. III'I' I��� 1.1 I asr� B tasty �i 1 I Tor - I I new W WO u 9 I I Q 3 XI ! .wr 1 I I • ! yj h s 121 MO 1 S23.4 8 nut 11 Y4 1 1 -•": I I e 11 as It I p ,D . 8 4 1211 u j a s111 9/ 12 8 S a b nur _:ail I Ik 5 I 11 our I II tnt I Z2 / * 4414Pelteli n7s w I WI I re a"I6 16 et '�' Tor O al Ia ,aw a 7 1 12 II \� a7J KW o . >WI I Y •6 �I 9 J r� II 16 . v �,` \ .. f s . .,D .,m7r . I \/ �- 44{k al° L w. '�� a 6 1 II II n"6 / /\ •.• to *lux _ 0➢ �. t5 I- e„ 1 nit a 10 1 "' 1 +� tws . a ,6aI 6 II w 16 Mar WV 1 111 D 112 , 5 I as L 11 I . • u► I I tow < > • I r. 12 1 r wu. �i7_'J• t3 1V K id 1 I ,4 1 �r . � ,4 13a1j a 1‘1111 ii ow m Ost K 0 ill le u, no O euw - w aw if Oft 7.8; I k S Id I ra w s 16 .o t ADD ON ... t9� .! � 9 I zt� .. to ' 16 � inn . 1 II w ua�1 I. 1 ill I II ., ' 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 52,535.55 $765.61 $0.00 $2,997.83 $8,298.99 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 8000 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 Lot11 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 Lot14 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 97232 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 Lot9 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 faje1 44-sqt yy � DEPARTMENT OF FINANCE AND ADMINISTRATION -'1° V� / ="-. Judy D.Long,CMC,City Clerk 300 West Ash Street,Ste.206 • P.O.Box 736 Salina,Kansas 67402-0736 saina n as Telephone(785)826-7240 n Fax as 6)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, it . r D. Lon, CMC, City Clerk • DEPARTMENT OF ENGINEERING AND GENERAL SERVICES i r SHAWN O'LEARY,P.E.,Director Salina • CI T V • o r 300 West Ash Street • P.O.Box 736 • Salina,Kansas 67402-0736 WOW Sp�' TELEPHONE(785)826-7290 • FAX(785)826-7224 VIP I I l 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. • Y 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, +._ B• L D im!n A ho - ti. Place, date, name and Al signature of the advising bank. thorized _rc . .t Lar. Fief, ce j-sident FINAL COST DISTRIBUTION PROJECT NO. 94-898 TOTAL PROJECT AUSTIN SUBDIVISION (Street and Storm Drainage) 1. COMMON EXCAVATION 1910.0 C.Y. ® $ 4.50 = $ 8,595.00 2 . CONCRETE CURB & GUTTER 1569 .1 L.F. ® 8.00 = 12,552 .80 3 . REIN.,CONC. VALLEY GUTTER, 7-1/2" 89 .73 S.Y. ® 30.00 = 2,691.90 4 . ASPHALT PAVEMENT, 8" 2624 .05 S.Y. ® 13 .25 = 34,768.66 5. SIDEWALK RAMPS 4 .0 EA. ® 500.00 = 2,000.00 8. STORM PIPELINE, 21" x 15" RCAP 72.1 L.F. ® 60.50 = 4,362.05 10. PIPE END SECTION, 21" x 15" RCAP 2.0 EA. ® 1,080.00 = 2,160.00 13. TREE REMOVAL 3.0 EA. ® 400.00 = 1,200.00 41. SPECIAL TRENCH COMPACTION 69.0 L.F. ® 18.25 = 1,259.25 42 . CONSTRUCTION STAKING 0.24 L.S. ® 8,300.00 = 1,992 .00 43 . WATER 0.10 L.S. ® 500.00 = 50.00 48. REGRADE WATER VALVE 2 .0 EA. @ 275.00 = ' 550.00 SUB TOTAL: $ 72,181.66 STORM DRAINAGE IMPROVEMENTS: $ 18,450.00 10% ENGINEERING & CONTINGENCIES: $ 9,063 .17 INTEREST & ISSUING: $ 6,138.71 TOTAL: $105,833 .54 DON HOFF, DIRECTOR OF ENG. & UTILITIES SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF , 1995. JUDY LONG, CITY CLERK • • Distribution of Cost Austin Subdivision • to the City of Salina, Kansas Streets Streets. • Property Adjusted Per Austin Claflin - Storm Description Front Footage Each Circle . Avenue Drainage Total Block 2 Lot 2 80.00 1.00 $4,481.01 $0.00 $481.48 4,962.49 Lot 4 75.00 1.00 $4,200.94 $0.00 $481.48 4,682.42 Loth 75.00 1.00 $4,200.94 $0.00 $481.48 4,682.42 Lot S 75.00 1.00 $4,200.94 $0.00 $481.48 4,682.42 Lot 10 75.00 1.00 $4,200.94 $0.00 $481.48 4,682.42 Lot 12 75.00 1.00 $4,200.94 $0.00 $481.48 4,682.42 Lot 14 74.00 1.00 $4,144.93 $0.00 $481.48 4,626.41 Lot 16 110.00 1.00 $6,161.38 $0.00 $481.48 6,642.86 Block 3 Lot 1 80.00 1.00 $4,726.38 $814.13 $481.48 6,021.99 . Lot 2 75.00 1.00 $4,430.99 $763.24 $481.48 5,675.71 Lot3 75.00 1.00 $4,430.99 $763.24 $481.48 5,675.71 Lot 4 75.00 1.00 $4,430.99 $763.24 $481.48 5,675.71 Lot S 75.00 1.00 $4,430.99 $763.24 $481.48 5,675.71 Lot6 75.00 1.00 $4,430.98 $763.24 $481.48 5,675.70 Lot 7 74.00 1.00 $4,371.90 $753.07 $481.48 5,606.45 Lot 8 80.00 1.00 $4,726.38 $814.13 $481.48 6,021.99 Block 4 Lot1 80.00 1.00 $0.00 $862.42 $481.48 1,343.90 Lott 70.00 1.00 $0.00 $754.62 $481.48 1,236.10 Lot3 85.00 1.00 $0.00 $916.32 $481.48 1,397.80 Lot4 85.00 1.00 $0.00 $916.32 $481.48 1,397.80 Lots 81.00 1.00 $0.00 $873.20 $481.48 1,354.68 Lot7 93.60 1.00 $0.00 $1,009.03 $481.48 1,490.51 Lot8 80.30 1.00 $0.00 $865.65 $481.49 1,347.14 Lot 9 80.00 1.00 $0.00 $0.00 $481.49 481.49 Lot 10 78.90 1.00 $0.00 $0.00 $481.49 481.49 Lot 11 89.00 1.00 $0.00 $0.00 $481.49 481.49 Lot 12 89.00 1.00 $0.00 $0.00 $481.49 481.49 Lot 13 72.90 1.00 ' $0.00 $0.00 $481.49 481.49 Lot 14 70.00 1.00 $0.00 $0.00 $481.49 481.49 Lot 15 70.00 1.00 $0.00 $0.00 $481.49 481.49 Lot 16 70.00 1.00 $0.00 $0.00 $481.49 481.49 Lot 17 70.00 1.00 $0.00 $0.00 $481.49 481.49 • Lot 18 80.00 1.00 $0.00 $0.00 $481.49 481.49 Block 5 Lot 1 80.00 1.00 $0.00 $0.00 $481.49 481.49 • Lot2 110.00 1.00 $0.00 $0.00 $481.49 481.49 Lot 3 70.00 1.00 $0.00 $0.00 $481.49 481.49 Lot 4 70.00 1.00 $0.00 $0.00 $481.49 481.49 Lots 70.00 2.00 $0.00 $0.00 $481.49 481.49 • Lot 6 70.00 1.00 $0.00 $0.00 $481.49 481.49 Lot 7 70.00 1.00 $0.00 $0.00 $481.49 481.49 Lot 8 70.00 1.00 $0.00 $0.00 $481.49 481.49 Lot9 70.00 1.00 $0.00 $0.00 $481.49 481.49 Lot 10 70.00 1.00 $0.00 $0.00 $481.49 481.49 Lot 11 - 80.00 100 $0.00 $0.00 $481.49 481.49 Lot 12 80.00 1.00 $0.00 $0.00 $481.49 481.49 Total: $71,771.62 $12,395.09 $21,666.83 $105,833.54 FINAL COST DISTRIBUTION PROJECT NO. 94-898 TOTAL PROJECT AUSTIN SUBDIVISION (Storm Drainage) CHARGEABLE TO PROPERTY OWNERS: SUB TOTAL: $18,450.00 10% ENGINEERING & CONTINGENCIES: $ 1,845.00 INTEREST & ISSUING: $ 1,371.83 TOTAL: $21,666.83 DISTRIBUTION OF COST Property Adjusted Per Storm Description Front Footage Each Drainage Block 2 Lot 2 80.00 1.00 $481.48 Lot 4 75.00 1.00 $481.48 Lot 6 75.00 1.00 $481.48 Lot 8 75.00 1.00 $481.48 Lot 10 75.00 1.00 $481.48 Lot 12 75.00 1.00 $481.48 Lot 14 74.00 1.00 $481.48 Lot 16 110.00 1.00 $481.48 Block 3 Lot 1 80.00 1.00 $481.48 Lot 2 75.00 1.00 $481.48 Lot 3 75.00 1.00 $481.48 Lot 4 75.00 1.00 $481.48 Lot 5 75.00 1.00 $481.48 Lot 6 75.00 1.00 $481.48 Lot 7 74.00 1.00 $481.48 Lot 8 80.00 1.00 $481.48 Block 4 Lot 1 80.00 1.00 $481.48 Lot 2 70.00 1.00 $481.48 Lot 3 85.00 1.00 $481.48 Lot 4 85.00 1.00 $481.48 Lot 5 81.00 1.00 $481.48 Lot 7 93.60 1.00 $481.48 Lot 8 80.30 1.00 $481.49 Lot 9 80.00 1.00 $481.49 Lot 10 78.90 1.00 $481.49 Lot 11 89.00 1.00 $481.49 Lot 12 89.00 1.00 $481.49 Lot 13 72.90 1.00 $481.49 Lot 14 70.00 1.00 $481.49 Lot 15 70.00 1.00 $481.49 Lot 16 70.00 1.00 $481.49 Lot 17 70.00 1.00 $481.49 Lot 18 80.00 1.00 $481.49 Property Adjusted Per Storm Description Front Footage Each Drainage Block 5 Lot 1 80.00 1.00 $481.49 Lot 2 110.00 1.00 $481.49 Lot 3 70.00 1.00 $481.49 Lot 4 70.00 1.00 $481.49 Lot 5 70.00 1.00 $481.49 Lot 6 70.00 1.00 $481.49 Lot 7 70.00 1.00 $481.49 Lot 8 70.00 1.00 $481.49 Lot 9 70.00 1.00 $481.49 Lot 10 70.00 1.00 $481.49 Lot 11 80.00 1.00 $481.49 Lot 12 80.00 1.00 $481.49 TOTAL: $21,666.83 FINAL COST DISTRIBUTION PROJECT NO. 94-898 AUSTIN SUBDIVISION (Streets) CHARGEABLE TO PROPERTY OWNERS: 1. COMMON EXCAVATION 1910.0 C.Y. CO $ 4.50 = $ 8,595.00 2. CONCRETE CURB & GUTTER 1569 .1 L.F. @ 8.00 = 12,552 .80 3. REIN. CONC. VALLEY GUTTER, 7-1/2" 89 .73 S.Y. @ 30.00 = 2, 691.90 4. ASPHALT PAVEMENT, 8" 2624 .05 S.Y. @ 13.25 = 34,768.66 5. SIDEWALK RAMPS 4 .0 EA. @ 500.00 = 2,000.00 8. STORM PIPELINE, 21" x 15" RCAP 72.1 L.F. CO 60.50 = 4,362 .05 10. PIPE END SECTION, 21" x 15" RCAP 2.0 EA. @ 1.080.00 = 2,160.00 13 . TREE REMOVAL 3.0 EA. @ 400.00 = 1,200.00 41. SPECIAL TRENCH COMPACTION 69.0 L.F. @ 18.25 = 1,259.25 42 . CONSTRUCTION STAKING 0.24 L.S. @ 8,300.00 = 1,992.00 43 . WATER 0.10 L.S. @ 500.00 = 50.00 48. REGRADE WATER VALVE 2 .0 EA. @ 275.00 = 550.00 SUB TOTAL: $72, 181.66 10% ENGINEERING & CONTINGENCIES: . $ 7,218.17 INTEREST & ISSUING: $ 4,766.88 TOTAL: $84,166.71 FINAL COST DISTRIBUTION PROJECT NO. 94-898 AUSTIN SUBDIVISION (Streets) Austin Circle from S Line Lot 1, Block 4 to Cloud Street CHARGEABLE TO PROPERTY OWNERS: 1. COMMON EXCAVATION 1733 .0 C.Y. ® $ 4.50 = $ 7,798.50 2 . CONCRETE CURB & GUTTER 1357.5 L.F. @ 8.00 = 10,860.00 3 . REIN. CONC. VALLEY GUTTER, 7-1/2" 44 .87 S.Y. @ 30.00 = 1,346.10 4 . ASPHALT PAVEMENT, 8" 2226.75 S.Y. @ 13.25 = 29,504.43 5. SIDEWALK RAMPS 2.0 EA. @ 500.00 = 1,000.00 8. STORM PIPELINE, 21" x 15" RCAP 72.1 L.F. @ 60.50 = 4,362 .05 10. PIPE END SECTION, 21" x 15" RCAP 2.0 EA. @ 1,080.00 = 2,160.00 13 . TREE REMOVAL 3.0 EA. @ 400.00 = 1,200.00 41. SPECIAL TRENCH COMPACTION 69.0 L.F. @ 18.25 = 1,259 .25 42 . CONSTRUCTION STAKING 0.21 L.S. @ 8.300.00 = 1,743 .00 43 . WATER 0.08652 L.S. @ 500.00 = 43 .26 48. REGRADE WATER VALVE 1.0 EA. @ 275.00 = 275.00 SUB TOTAL: $61,551.59 10% ENGINEERING & CONTINGENCIES: $ 6,155.16 INTEREST & ISSUING: $ 4,064.87 TOTAL: - $71,771.62 FINAL COST DISTRIBUTION PROJECT NO. 94-898 AUSTIN SUBDIVISION (Streets) E 1/2 Austin Circle from S Line Lot 1, Block 4 to Cloud Street CHARGEABLE TO PROPERTY OWNERS: 1. COMMON EXCAVATION 808.0 • C.Y. ® $ 4.50 = $ 3,636.00 2 . CONCRETE CURB & GUTTER 632.9 L.F. ref 8.00 = 5,063 .20 3 . REIN. CONC. VALLEY GUTTER, 7-1/2" 44.87 S.Y. (a 30.00 = 1,346.10 4 . ASPHALT PAVEMENT, 8" 1113.37 S.Y. O 13 .25 = 14,752 .15 5. SIDEWALK RAMPS 2 .0 EA. © 500.00 = 1,000.00 8. STORM PIPELINE, 21" x 15" RCAP 36.05 L.F. ® 60.50 = 2,181.02 10. PIPE END SECTION, 21" x 15" RCAP 1.0 EA. © 1,080.00 = 1,080.00 41. SPECIAL TRENCH COMPACTION 34.5 L.F. @ 18.25 = 629.62 42 . CONSTRUCTION STAKING 0.105 L.S. © 8,300.00 = 871.50 43. WATER 0.04326 L.S. ® 500.00 = 21.63 48 . REGRADE WATER VALVE 1.0 EA. © 275.00 = 275.00 SUB TOTAL: $30,856 .22 10& ENGINEERING & CONTINGENCIES: $ 3,085.62 INTEREST & ISSUING: $ 2,037.75 TOTAL: $35,979 .59 DISTRIBUTION OF COST Property Adjusted Per Austin Description Front Footage Each Circle Block 3 Lot 1 80.00 1.00 $4,726.38 Lot 2 75.00 1.00 $4,430.99 Lot 3 75.00 1.00 $4,430.99 Lot 4 75.00 1.00 $4,430.99 Lot 5 75.00 1.00 $4,430.99 Lot 6 75.00 1.00 $4,430.98 Lot 7 74 .00 1.00 $4,371.90 Lot 8 80.00 1.00 $4,726 .38 TOTAL: $35,979 .59 FINAL COST DISTRIBUTION , PROJECT NO. 94-898 AUSTIN SUBDIVISION (Streets) W 1/2 Austin Circle from S Line Lot 1, Block 4 to Cloud Street CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 925.0 C.Y. @ $ 4 .50 = $ 4,162 .50 2 . CONCRETE CURB & GUTTER 724.6 L.F. @ 8.00 = 5,796.80 4 . ASPHALT PAVEMENT, 8" 1113 .38 S.Y. @ 13 .25 = 14,752 .28 8. STORM PIPELINE, 21" x 15" RCAP 36.05 L.F. @ 60.50 = 2,181.03 10. PIPE END SECTION, 21" x 15" RCAP 1.0 EA. @ 1.080.00 = 1,080.00 13 . TREE REMOVAL 3 .0 EA. 0 400.00 = 1,200.00 41. SPECIAL TRENCH COMPACTION 34 .5 L.F. @ 18.25 = 629 .63 42 . CONSTRUCTION STAKING 0.105 L.S. @ 8,300.00 = 871.50 43 . WATER 0.04326 L.S. 0 _ 500.00 = 21.63 SUB TOTAL: $30,695.37 10$ ENGINEERING & CONTINGENCIES: $ 3, 069.54 INTEREST & ISSUING: $ 2.027.12 TOTAL: $35,792.03 DISTRIBUTION OF COST Property Adjusted Per Austin Desctiption Front Footage Each Circle Block 2 Lot 2 80.00 1.00 $ 4,481.01 Lot 4 75.00 1.00 $ 4,200.94 Lot 6 75.00 1.00 $ 4,200.94 Lot 8 75.00 1.00 $ 4,200.94 Lot 10 75.00 1.00 $ 4,200.94 Lot 12 75.00 1.00 $ 4,200.94 Lot 14 74 .00 1.00 $ 4,144.93 Lot 16 110.00 1.00 $ 6,161.38 TOTAL: $35,792.03 , FINAL COST DISTRIBUTION PROJECT NO. 94-898 AUSTIN SUBDIVISION (Streets) Claflin Avenue from Austin Circle to E Line Lot 1, Block 4 CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 177.0 C.Y. @ $ 4 .50 = $ 796.50 2. CONCRETE CURB & GUTTER 211.6 L.F. @ 8.00 = 1,692.80 3 . REIN.CONC. VALLEY GUTTER, 7-1/2" 44.86 S.Y. @ 30.00 = 1,345.80 4 . ASPHALT PAVEMENT, 8" 397.3 S.Y. ® 13 .25 = 5,264 .23 5. SIDEWALK RAMPS 2 .0 EA. @ 500.00 = 1,000.00 42. CONSTRUCTION STAKING 0.03 L.S. ® 8,300.00 = 249.00 43 . WATER 0.01348 L.S. ® 500.00 = 6.74 48. REGRADE WATER VALVE 1.0 EA. ® 275.00 = 275.00 SUB TOTAL: $10,630.07 10& ENGINEERING & CONTINGENCIES: $ 1,063.01 INTEREST & ISSUING: $ 702.01 TOTAL: $12,395.09 • FINAL COST DISTRIBUTION PROJECT NO. 94-898 AUSTIN SUBDIVISION (Streets) N 1/2 Claflin Avenue from Austin Circle to E Line Lot 1, Block 4 CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION - 88.5 C.Y. @ $ 4.50 = $ 398.25 2 . CONCRETE CURB & GUTTER 105.8 L.F. @ 8.00 = 846.40 3 . REIN.CONC. VALLEY GUTTER, 7-1/2" 22.43 S.Y. @ 30.00 = 672 .90 4 . ASPHALT PAVEMENT, 8" 198.65 S.Y. @ 13 .25 = 2,632 .12 5. SIDEWALK RAMPS 1.0 EA. @ 500.00 = 500.00 42. CONSTRUCTION STAKING 0.015 L.S. @ 8,300.00 = 124.50 43 . WATER 0.00674 L.S. @ 500.00 = 3 .37 48. REGRADE WATER VALVE 0.5 EA. @ 275.00 = 137.50 SUB TOTAL: $ 5,315.04 10% ENGINEERING & CONTINGENCIES: $ 531.51 INTEREST & ISSUING: $ 351.01 TOTAL: $ 6,197.56 DISTRIBUTION OF COST Property Adjusted Per Claflin Description Front Footage Each Avenue Block 4 Lot 1 80.00 1.00 $ 862 .42 Lot 2 70.00 1.00 $ 754.62 Lot 3 85.00 1.00 $ 916.32 Lot 4 85 .00 1.00 $ 916.32 Lot 5 81.00 1.00 $ 873 .20 Lot 7 93 .60 1.00 $1,009.03 Lot 8 80.30 1.00 $ 865.65 TOTAL: $6,197.56 FINAL COST DISTRIBUTION PROJECT NO. 94-898 , AUSTIN SUBDIVISION (Streets) S 1/2 Claflin Avenue from Austin Circle to E Line Lot 1, Block 4 CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 88.5 C.Y. ® $ 4 .50 = $ 398.25 2 . CONCRETE CURB & GUTTER 105.8 L.F. ® 8.00 = 846.40 3. REIN.CONC. VALLEY GUTTER, 7-1/2" 22.43 S.Y. ® 30.00 = 672.90 4. ASPHALT PAVEMENT, 8" 198.65 S.Y. ® 13 .25 = 2,632.11 5. SIDEWALK RAMPS 1.0 EA. ® 500.00 = 500.00 42. CONSTRUCTION STAKING 0.015 L.S. a 8,300.00 = 124 .50 43 . WATER 0.00674 L.S. a 500.00 = 3 .37 48. REGRADE WATER VALVE 0.5 EA. a 275.00 = 137.50 SUB TOTAL: $ 5,315.03 10% ENGINEERING & CONTINGENCIES: $ 531.50 INTEREST & ISSUING: $ 351.00 TOTAL: $ 6,197.53 DISTRIBUTION OF COST Property Adjusted Per Claflin . Description Front Footage Each - "Avenue Block 3 Lot 1 80.00 1.00 $ 814.13 Lot 2 75.00 1.00 $ 763 .24 Lot 3 75.00 1.00 $ 763 .24 Lot 4 75.00 1.00 $ 763 .24 Lot 5 75.00 1.00 $ 763.24 Lot 6 75.00 1.00 $ 763.24 Lot 7 74.00 1.00 $ 753 .07 Lot 8 80.00 1.00 $ 814 .13 TOTAL: $6,197.53 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 • Lott 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. B 8.00 = 3,076.00 3 . REIN. CONC. VALLEY GUTTER, 7-1/2" 82 .25 S.Y. B 30.00 = 2,467.50 4. ASPHALT PAVEMENT, 8" 717.11 S.Y. @ 13.25 = 9,501.71 5. SIDEWALK RAMPS 2 .0 EA. Q 500.00 = 1,000.00 42 . CONSTRUCTION STAKING 0.07 L.S. B 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 Q 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. Q 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. 4 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 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 8,54269 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 Lot 20 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 Lot 8 80.00 1.00 3,024.19 1,529.14 0.00 $3,341.23 7,894.56 Lot9 r 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 8000 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 Lot17 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. 0 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% 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. @ 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 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. @ 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. ® $ 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. ® 13.25 = 16,006.00 5. SIDEWALK RAMPS 1.0 EA. ® 500.00 = 500.00 42. CONSTRUCTION STAKING 0.11 L.S. ® 8.300.00 = 913.00 43. WATER - 1.0 Pt.L.S. ® 500.00 = 12 .50 49 . REGRADE MANHOLE 0.5 EA. ® 295.00 = 147.50 SUB TOTAL: $ 27,798.30 101 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. W 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. ("J 8,300.00 = 498.00 43 . WATER 1.OPt.L.S. Q 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 Rav 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. @ 500.00 = 500.00 42 . CONSTRUCTION STAKING 0.05 L.S. IS 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. ® 8.00 = 1,382 .40 4 . ASPHALT PAVEMENT, 8" 362 .97 S.Y. ® 13.25 = 4, 809 .35 5. SIDEWALK RAMPS 0.5 EA. ® 500.00 = 250.00 42 . CONSTRUCTION STAKING 0.03 L.S. ® 8,300.00 = 249 .00 43 . WATER 0.0125 L.S. ® 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. © $ 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. @ 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. 0 $ 4 .50 = $ 3,937.50 2. CONCRETE CURB & GUTTER 681.0 L.F. (8 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. ® 500.00 = 500.00 42 . CONSTRUCTION STAKING 0.11 L.S. ® 8,300.00 = 913 .00 43 . WATER 0.025 L.S. (8 500.00 = 12.50 49 . REGRADE MANHOLE 0.5 EA. M 295.00 = 147.50 SUB TOTAL: $ 26,412 .13 1015 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 17 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. @ 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. ® 500.00 = 500 .00 42 . CONSTRUCTION STAKING 0.11 L.S. Q 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 • FINAL COST DISTRIBUTION PROJECT NO. 94-898 COUNTRY OAKS STREET, WATER & SANITARY SEWER CHARGEABLE TO PROPERTY OWNERS: 1. COMMON EXCAVATION 1130.0 C.Y. @ $ 4 .50 =$ 5,085.00 2 . CONCRETE CURB & GUTTER 1854.5 L.F. @ 8.00 = 14,836.00 4 . ASPHALT PAVEMENT, 8" 2579.37 S.Y. @ 13 .25 = 34,176.65 5. SIDEWALK RAMPS 2 .0 EA. @ 500.00 = 1,000.00 7. STORM PIPELINE, 36" RCP 243 .1 L.F. @ 60.00 = 14,586.00 9 . PIPE END SECTION, 36" RCP 1.0 EA. @ 1,375.00 = 1,375.00 11. STORM INLET, TYPE A5-2 2 .0 EA. @ 3,050.00 = 6,100.00 15. DUCTILE IRON WATER PIPELINE, 6" 1106.1 L.F. @ 14.60 = 16,149.06 17. CAST IRON FITTINGS 0.12 TON @ 4,400.00 = 528.00 21. RESILIENT SEAT WEDGE VALVE, 6" 1.0 EA. @ 315.00 = 315.00 23. FIRE HYDRANT & VALVE ASSEMBLY 1.0 EA. @ 1,320.00 = 1,320.00 24 . CORPORATION STOP, 1-1/2" 3.0 EA. @ 368.00 = 1,104 .00 25. CORPORATION STOP, 1" 18.0 EA. @ 140.00 = 2,520.00 26. CURB SHUTOFF VALVE & BOX, 1" 24 .0 EA. @ 130.00 = 3,120.00 27. COPPER SERVICE LINE, 1-1/2" 123 .5 L.F. @ 9 .75 = 1,204 .13 28. COPPER SERVICE LINE, 1" 182 .3 L.F. @ 8.00 = 1,458.40 29 . COPPER WYE, 1-1/2" x 1" 3.0 EA. @ 70.00 = 210.00 30. SEWER PIPELINE , 8" 1207.8 L.F. @ 9.00 = 10,870.20 31. SEWER PIPELINE, 4" 65.8 L.F. @ 9.00 = 592 .20 32 . SEWER TEES, 8" x 4" 13.0 EA. @ 90.00 = 1,170.00 33 . MANHOLE - TYPE 1 4.0 EA. @ 1,150.00 = 4,600.00 35. EXTRA DEPTH MANHOLE 7.2 L.F. @ 90.00 = 648.00 36. CONNECT TO EXISTING MANHOLE 1.0 EA. @ 275.00 = 275.00 37. TRENCH & BACKFILL (0' -6' ) 45.0 L.F. @ 4 .00 = 180.00 38. TRENCH & BACKFILL (6' -8' ) 570.0 L.F. @ 6.00 = 3,420.00 39. TRENCH & BACKFILL (8' -10') 198.0 L.F. @ 8.00 = 1,584 .00 40. TRENCH & BACKFILL (10' -12' ) 394.8 L.F. @ 10.00 = 3,948.00 41. SPECIAL TRENCH COMPACTION 29.0 L.F. @ 18.25 = 529 .25 41A.SPECIAL TRENCH COMPACTION 291.0 L.F. @ 5.00 = 1,455.00 42 . CONSTRUCTION STAKING 0.12 L.S. @ 8,300.00 = 996.00 42A.CONSTRUCTION STAKING 0.41 L.S. @ 3,000.00 = 1,230.00 43. WATER 0.10 L.S. @ 500.00 = 50.00 46. ASPHALT MILLING 1.0 L.S. @ 1,620.00 = 1,620.00 47. SPECIAL CONSTRUCTION STAKING 1.0 L.S. @ 750.00 = 750.00 48. REMOVE & REPLACE ASPHALT PAVEMENT 41.60 S.Y. @ 41.00 = 1,705.60 49. REMOVE & REPLACE CONCRETE FLUME 189.90 S.F. @ 5.00 = 949 .50 52. 6" PAVEMENT REMOVAL 16.4 S.Y. @ 5.00 = 82.00 53. 6" CONCRETE PAVEMENT 34 .9 S.Y. @ 27.00 = 942.30 SUB TOTAL: $142,684 .29 10% ENGINEERING & CONTINGENCIES: $ 14,268.43 TEMPORARY INTEREST & ISSUING: $ 9,422 .88 TOTAL: $166,375.60 DON HOFF, DIRECTOR OF ENG. & UTILITIES SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF , 1995. JUDY LONG, CITY CLERK COUNTRY OAK ESTATES to the City of Salina, Kansas DISTRIBUTION OF COST • Property Adjusted Streets Sanitary Description Front Footage Huehl Circle Sewer Water Total BLOCK 1, COUNTRY OAK ESTATES Lot6 60.00 $2,176.17 $0.00 $1,257.62 $3,433.79 Lot7 60.00 $2,176.17 $0.00 $1,257.62 $3,433.79 Lot8 60.00 $2,176.17 $0.00 $1,257.62 $3,433.79 Lot9 60.00 $2,176.17 $0.00 $1,257.62 $3,433.79 Lot 10 60.00 $2,176.17 $1,980.15 $1,257.62 $5,413.94 Lot 11 60.00 $2,176.17 $1,980.15 $1,257.62 $5,413.94 Lot 12 60.00 $2,176.17 • $1,980.15 $1,257.62 $5,413.94 Lot 13 122.60 $4,446.65 $4,046.10 $2,569.73 $11,062.48 - BLOCK 2, COUNTRY OAK ESTATES Lot4 60.00 $3,128.93 $0.00 $1,257.62 $4,386.55 Lots 60.00 $3,128.93 $0.00 $1,257.62 $4,386.55 Lot6 60.00 $3,128.93 $0.00 $1,257.62 $4,386.55 Lot? 60.00 $3,128.93 $0.00 $1,257.62 $4,386.55 Lot 8 59.20 $3,087.21 $0.00 $1,240.85 $4,328.06 Lot9 93.90 $4,896.77 $0.00 $1,968.17 $6,864.94 Lot 10 60.00 $3,128.93 $0.00 $0.00 $3,128.93 Lot 11 60.00 $3,128.93 $0.00 $0.00 $3,128.93 Lot 12 59.60 $3,108.07 $0.00 $0.00 $3,108.07 . Lot 13 60.00 $3,128.93 $0.00 $0.00 $3,128.93 Lot 14 52.00 $2,711.74 $0.00 $0.00 $2,711.74 BLOCK 3, COUNTRY OAK ESTATES Lot 5 38.40 $1,013.07 $0.00 $0.00 $1,013.07 Lot6 60.00 $1,582.92 $0.00 $0.00 $1,582.92 Lot7 60.00 $1,582.92 $0.00 $0.00 $1,582.92 Lot8 60.00 $1,582.92 $0.00 $0.00 $1,582.92 Lot9 54.90 $1,448.37 $0.00 $0.00 $1,448.37 BLOCK 1, REPLAT OF COUNTRY OAK ESTATES Lot4 80.00 $2,901.56 $2,640.20 $1,676.83 $7,218.59 Lot 5 68.00 $2,466.33 $2,244.18 $1,425.31 $6,135.82 Lot6 64.70 $2,346.64 $2,135.26 $1,356.14 $5,838.04 Lot7 71.60 $2,596.90 $2,362.98 $1,500.76 $6,460.64 Lot8 75.00 $2,720.22 $2,475.18 $1,572.02 $6,767.42 Lot9 75.00 $2,720.22 $2,475.18 $1,572.02 $6,767.42 Lot 10 75.00 $2,720.22 $2,475.18 $1,572.02 $6,767.42 Lot 11 75.00 $2,720.22 $2,475.18 $1,572.02 $6,767.42 Lot 12 - 75.00 $2,720.22 $2,475.18 $1,572.02 $6,767.42 Lot 13 100.70 $3,652.34 $3,323.35 $2,110.70 $9,086.39 BLOCK 2, REPLAT OF COUNTRY OAK ESTATES Lot4 71.50 $1,886.31 $0.00 $0.00 $1,886.31 LotS 70.80 $1,867.85 $0.00 $0.00 $1,867.85 Lot6 70.10 $1,849.40 $0.00 $0.00 $1,849.40 Total: 2,473.00 $95,764.77 $35,068.42 $35,542.41 $166,375.60 FINAL COST DISTRIBUTION PROJECT NO. 94-898 COUNTRY OAKS STREET, WATER & SANITARY SEWER CHARGEABLE TO CITY: NONE DON HOFF, DIRECTOR OF ENG. & UTILITIES SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF 1995 . JUDY LONG, CITY CLERK • FINAL COST DISTRIBUTION PROJECT NO. 94-898 COUNTRY OAKS WATER & SANITARY • 15. DUCTILE IRON WATER PIPELINE, 6" 1106.1 L.F. ® 14 .60 = 16,149 .06 17. CAST IRON FITTINGS 0.12 TON ® 4,400.00 = 528.00 21. RESILIENT SEAT WEDGE VALVE, 6" 1.0 EA. ® 315.00 = 315.00 23 . FIRE HYDRANT & VALVE ASSEMBLY 1.0 EA. ® 1,320.00 = 1,320.00 24 . CORPORATION STOP, 1-1/2" 3.0 EA. ® 368.00 = 1,104 .00 25. CORPORATION STOP, 1" 18.0 EA. ® 140.00 = 2,520.00 26. CURB SHUTOFF VALVE & BOX, 1" 24.0 EA. @ 130.00 = 3,120.00 27. COPPER SERVICE LINE, 1-1/2" 123.5 L.F. ® 9.75 = 1,204 .13 28. COPPER SERVICE LINE, 1" 182.3 L.F. ® 8.00 = 1,458.40 29 . COPPER WYE, 1-1/2" x 1" 3.0 EA. ® 70.00 = 210.00 30. SEWER PIPELINE , 8" 1207.8 L.F. ® 9 .00 = 10,870.20 31. SEWER PIPELINE, 4" 65.8 L.F. ® 9 .00 = 592.20 32 . SEWER TEES, 8" x 4" 13 .0 EA. @ 90.00 = 1,170.00 33 . MANHOLE - TYPE 1 4 .0 EA. ® 1,150.00 = 4,600.00 35. EXTRA DEPTH MANHOLE 7.2 L.F. ® 90.00 = 648.00 36. CONNECT TO EXISTING MANHOLE 1.0 EA. ® 275.00 = 275.00 37. TRENCH & BACKFILL (0'-6') 45.0 L.F. ® 4 .00 = 180.00 38. TRENCH & BACKFILL (6'-8') 570.0 L.F. ® 6.00 = 3,420.00 39. TRENCH & BACKFILL (8'-10' ) 198.0 L.F. ® 8.00 = 1,584 .00 40. TRENCH & BACKFILL (10'-12' ) 394 .8 L.F. ® 10.00 = 3,948.00 41. SPECIAL TRENCH COMPACTION 291.0 L.F. ® 5.00 = 1,455.00 42 . CONSTRUCTION STAKING 0.41 L.S. ® 3,000.00 = 1,230.00 48. REMOVE & REPLACE ASPHALT PAVEMENT 41.60 S.Y. ® 41.00 = 1,705.60 49 . REMOVE & REPLACE CONCRETE FLUME 189.90 S.F. ® 5.00 = 949 .50 SUB TOTAL: $ 60,556.09 10& ENGINEERING & CONTINGENCIES: $ 6,055.61 TEMPORARY INTEREST & ISSUING: $ 3,999 .13 TOTAL: $ 70,610.83 • • FINAL COST DISTRIBUTION PROJECT NO. 94-898 COUNTRY OAKS WATER CHARGEABLE TO PROPERTY OWNER: 15. DUCTILE IRON WATER PIPELINE, 6" 1106.1 L.F. @ 14 .60 = 16,149 .06 17. CAST IRON FITTINGS 0.12 TON @ 4,400.00 = 528.00 21. RESILIENT SEAT WEDGE VALVE, 6" 1.0 EA. @ 315.00 = 315.00 23. FIRE HYDRANT & VALVE ASSEMBLY 1.0 EA. @ 1,320.00 = 1,320.00 24 . CORPORATION STOP, 1-1/2" 3.0 EA. @ 368.00 = 1, 104 .00 25. CORPORATION STOP, 1" 18.0 EA. @ 140.00 = 2,520.00 26. CURB SHUTOFF VALVE & BOX, 1" 24 .0 EA. @ 130.00 = 3,120.00 27. COPPER SERVICE LINE, 1-1/2" 123 .5 L.F. @ 9 .75 = 1,204 .13 28. COPPER SERVICE LINE, 1" 182.3 L.F. @ 8.00 = 1,458.40 29 . COPPER WYE, 1-1/2" x 1" 3.0 EA. @ 70.00 = 210.00 41. SPECIAL TRENCH COMPACTION 258.0 L.F. @ 5.00 = - 1,290 .00 42 . CONSTRUCTION STAKING Pt.of L.S. @ 3,000.00 = 619.00 48. REMOVE & REPLACE ASPHALT PAVEMENT 15.7 S.Y. @ 41.00 = 643 .70 SUB TOTAL: $ 30,481.29 10% ENGINEERING & CONTINGENCIES: $ 3,048.13 TEMPORARY INTEREST & ISSUING: $ 2,012 .99 TOTAL: $ 35,542 .41 DISTRIBUTION OF COST Property Adjusted Description Front Footage Water Block 1, Country Oak Estates Lot 6 60.00 $ 1,257.62 Lot 7 60.00 1,257.62 Lot 8 60.00 1,257.62 Lot 9 60.00 1,257.62 Lot 10 60.00 1,257.62 Lot 11 60.00 1,257.62 Lot 12 60.00 1,257.62 Lot 13 122.60 2,569 .73 Block 2, Country Oak Estates Lot 4 60.00 $ 1,257.62 . Lot 5 60.00 1,257.62 Lot 6 60.00 1,257.62 Lot 7 60.00 1,257.62 Lot 8 59 .20 1,240.85 Lot 9 93 .90 1,968.17 Block 1, Replat of Country Oak Estates Lot 4 80.00 $ 1,676.83 Lot 5 68.00 1,425.31 Lot 6 64.70 1,356.14 Lot 7 71.60 1,500.76 Lot 8 75.00 1,572 .02 Lot 9 75.00 1,572.02 Lot 10 75.00 1,572.02 Lot 11 75.00 1,572 .02 Lot 12 75.00 1,572 .02 Lot 13 100.70 2,110.70 Total: $35,542.41 FINAL COST DISTRIBUTION PROJECT NO. 94-898 COUNTRY OAKS SANITARY SEWER CHARGEABLE TO PROPERTY OWNER: 30 . SEWER PIPELINE, 8" 1207.8 L.F. a 9.00 = 10,870.20 31. SEWER PIPELINE, 4" 65.8 L.F. a 9 .00 = 592 .20 32 . SEWER TEES, 8" x 4" 13.0 EA. a 90.00 = 1,170 .00 33 . MANHOLE - TYPE 1 4 .0 EA. a 1,150.00 = 4,600.00 35. EXTRA DEPTH MANHOLE 7.2 L.F. a 90.00 = 648.00 36. CONNECT TO EXISTING MANHOLE 1.0 EA. @ 275 .00 = 275.00 37 . TRENCH & BACKFILL (0' -6') 45.0 L.F. a 4 .00 = 180.00 38. TRENCH & BACKFILL (6'-8' ) 570.0 L.F. a 6.00 = 3,420.00 39 . TRENCH & BACKFILL (8' -10' ) 198.0 L.F. a 8.00 = 1,584 .00 40. TRENCH & BACKFILL (10' -12') 394 .8 L.F. a 10 .00 = 3,948.00 41. SPECIAL TRENCH COMPACTION 33.0 L.F. a 5.00 = 165.00 42 . CONSTRUCTION STAKING Pt.of L.S. a 3,000.00 = 611.00 48. REMOVE & REPLACE ASPHALT PAVEMENT 25.9 S.Y. a 41.00 = 1,061.90 49. REMOVE & REPLACE CONCRETE FLUME 189 .9 S.F. a 198 .00 = 949.50 SUB TOTAL: $ 30,074.80 10W ENGINEERING & CONTINGENCIES: $ 3,007.48 TEMPORARY INTEREST & ISSUING: $ 1,986.14 TOTAL: $ 35,068.42 Property Adjusted Description Front Footage Sanitary Sewer Block 1, Country Oak Estates Lot 10 60.00 1,980.15 Lot 11 60.00 1,980.15 Lot 12 60.00 1,980.15 Lot 13 122 .60 4,046.10 Block 1, Replat of Country Oak Estates Lot 4 80.00 $ 2,640.20 Lot 5 68.00 2,244 .18 Lot 6 64 .70 2,135.26 Lot 7 71.60 2,362 .98 Lot 8 75.00 2,475.18 Lot 9 75.00 2,475.18 Lot 10 75.00 2,475.18 Lot 11 75.00 2,475.18 Lot 12 75.00 2,475.18 Lot 13 100.70 3,323.35 Total: $35,068.42 FINAL QUANTITIES PROJECT NO. 94-898 COUNTRY OAKS ADDITION STREETS CHARGEABLE TO PROPERTY OWNERS: 1. COMMON EXCAVATION 1130.0 C.Y. ® $ 4 .50 =$ 5,085.00 2. CONCRETE CURB & GUTTER 1854.5 L.F. ® 8.00 = 14,836 .00 4. ASPHALT PAVEMENT, 8" 2579.37 S.Y. ® 13 .25 = 34,176.65 5. SIDEWALK RAMPS 2.0 EA. ® 500.00 = 1,000.00 7. STORM PIPELINE, 36" RCP 243.1 L.F. ® 60.00 = 14,586.00 9. PIPE END SECTION, 36" RCP 1.0 EA. ® 1,375.00 = 1,375.00 11. STORM INLET, TYPE A5-2 2 .0 EA. ® 3,050.00 = 6,100.00 41. SPECIAL TRENCH COMPACTION 29 .0 L.F. ® 18.25 = 529 .25 42. CONSTRUCTION STAKING 0.12 L.S. ® 8,300.00 = 996.00 43 . WATER 0.10 L.S. ® 500.00 = 50.00 46. ASPHALT MILLING 1.0 L.S. ® 1,620.00 = 1,620.00 47. SPECIAL CONSTRUCTION STAKING 1.0 L.S. ® 750.00 = 750 .00 52 . 6" PAVEMENT REMOVAL 16.4 S.Y. ® 5.00 = 82 .00 53 . 6" CONCRETE PAVEMENT 34 .9 S.Y. ® 27.00 = 942 .30 SUB TOTAL: $ 82,128.20 101 ENGINEERING & CONTINGENCIES: $ 8,212 .82 TEMPORARY INTEREST & ISSUING: $ 5,423 .75 TOTAL: $ 95,764 .77 FINAL QUANTITIES PROJECT NO. 94-898 STREETS W & N 1/2 OF HUEHL CIRCLE CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 566.0 C.Y. ® $ 4 .50 =$ 2,547.00 2. CONCRETE CURB & GUTTER 928.5 L.F. ® 8.00 = 7,428.00 4. ASPHALT PAVEMENT, 8" 1291.42 S.Y. ® 13 .25 = 17,111.32 5. SIDEWALK RAMPS 2 .0 EA. ® 500.00 = 1,000.00 7. STORM PIPELINE, 36" RCP 121.7 L.F. ® 60.00 = 7,302.00 9. PIPE END SECTION, 36" RCP 0.5 EA. ® 1,375.00 = 687.50 11. STORM INLET, TYPE A5-2 1.0 EA. CO 3,050.00 = 3,050.00 41. SPECIAL TRENCH COMPACTION 14 .52 L.F. ® 18.25 = 264 .99 42. CONSTRUCTION STAKING 0.06 L.S. ® 8,300.00 = 498.00 43 . WATER 0.05 L.S. ® 500.00 = 25.00 46. ASPHALT MILLING 0.5 L.S. ® 1,620.00 = 810.00 47. SPECIAL CONSTRUCTION STAKING 0.5 L.S. ® 750.00 = 375.00 52 . 6" PAVEMENT REMOVAL 8.2 S.Y. ® 5.00 = 41 .00 53 . 6" CONCRETE PAVEMENT 17.45 S.Y. ® 27.00 = 471.15 SUB TOTAL: $41,610.96 1075 ENGINEERING & CONTINGENCIES: $ 4,161.10 TEMPORARY INTEREST & ISSUING: $ 2,747.99 TOTAL: $48,520.05 FINAL QUANTITIES PROJECT NO. 94-898 STREETS W & N 1/2 OF HUEHL CIRCLE (From S Line Lot 4, Block 1, Replat of Country Oak Estates to Centerline Dustin Road) CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 146.0 C.Y. ® $ 4.50 =$ 657 .00 2. CONCRETE CURB & GUTTER 239 .7 L.F. ® 8.00 = 1,917 .60 4 . ASPHALT PAVEMENT, 8" 333 .39 S.Y. ® 13.25 = 4,417.42 5. SIDEWALK RAMPS 1.0 EA. ® 500.00 = 500.00 7. STORM PIPELINE, 36" RCP 31.4 L.F. ® 60.00 = 1,884 .00 9 . PIPE END SECTION, 36" RCP 0.13 EA. ® 1,375.00 = 178.75 11. STORM INLET, TYPE A5-2 0.26 EA. ® 3,050.00 = 793 .00 41. SPECIAL TRENCH COMPACTION 3 .75 L.F. ® 18.25 = 68.44 42. CONSTRUCTION STAKING Pt.of L.S. ® 8,300.00 = 128.56 43 . WATER Pt.of L.S. ® 500.00 = 6.45 46. ASPHALT MILLING Pt.of L.S. ® 1,620.00 = 209 .10 47. SPECIAL CONSTRUCTION STAKING Pt.of L.S. ® 750.00 = 96.80 52 . 6" PAVEMENT REMOVAL 2.1 S.Y. ® 5.00 = 10.50 53. 6" CONCRETE PAVEMENT 4.5. S.Y. ® 27.00 = 121.50 SUB TOTAL: $10,989.12 10% ENGINEERING & CONTINGENCIES: $ 1,098.91 TEMPORARY INTEREST & ISSUING: $ 725.72 TOTAL: $12,813 .75 DISTRIBUTION OF COST Property Adjusted Description Front Footage Huehl Circle Block 3, Country Oak Estates Lot 5 38.40 $ 1,013.07 Lot 6 60.00 1,582 .92 Lot 7 60.00 1,582 .92 Lot 8 60.00 1,582.92 Lot 9 54.90 1,448.37 Block 2, Replat of Country Oak Estates Lot 4 71.50 $ 1,886.31 Lot 5 70.80 1,867.85 Lot 6 70.10 1,849.40 Total: $12,813.75 FINAL QUANTITIES PROJECT NO. 94-898 STREETS W & N 1/2 OF HUEHL CIRCLE (From Centerline Dustin Road to W Line Lot 6, Block 1, Country Oak Estates) CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 420.0 C.Y. ® $ 4 .50 =$ 1, 890.00 2. CONCRETE CURB & GUTTER - 688.8 L.F. ® 8.00 = 5,510.40 4 . ASPHALT PAVEMENT, 8" 958.03 S.Y. ® 13 .25 = 12,693 .90 5. SIDEWALK RAMPS 1.0 EA. Q 500.00 = 500.00 7. STORM PIPELINE, 36" RCP 90.3 L.F. 0 60.00 = 5,418.00 9. PIPE END SECTION, 36" RCP 0.37 EA. O 1,375.00 = 508 .75 11. STORM INLET, TYPE A5-2 0.74 EA. ® 3,050.00 = 2,257 .00 41. SPECIAL TRENCH COMPACTION 10.77 L.F. 0 18.25 = 196.55 42 . CONSTRUCTION STAKING Pt.of L.S. ® 8,300.00 = 369 .44 43 . WATER Pt.of L.S. @ 500.00 = 18.55 46. ASPHALT MILLING Pt.of L.S. © 1,620.00 = 600.90 47. SPECIAL CONSTRUCTION STAKING Pt.of L.S. © . 750.00 = 278 .20 52 . 6" PAVEMENT REMOVAL 6.1 S.Y. ® 5.00 = 30.50 53 . 6" CONCRETE PAVEMENT 12.95 S.Y. Q 27.00 = 349.65 SUB TOTAL: $30,621.84 10% ENGINEERING & CONTINGENCIES: $ 3,062 .19 TEMPORARY INTEREST & ISSUING: $ 2.022 .27 TOTAL: $35,706.30 DISTRIBUTION OF COST Property Adjusted Description Front Footage Huehl Circle Block 2, Country Oak Estates Lot 4 60.00 $ 3, 128.93 Lot 5 60.00 3,128.93 Lot 6 60.00 3,128 .93 Lot 7 60.00 3,128.93 Lot 8 59.20 3,087.21 Lot 9 93.90 4,896.77 Lot 10 60.00 3,128.93 Lot 11 60.00 3,128.93 Lot 12 59 .60 3,108 .07 Lot 13 60.00 3,128.93 Lot 14 52.00 2,711.74 Total: $35,706.30 FINAL QUANTITIES PROJECT NO. 94-898 STREETS E & S 1/2 OF HUEHL CIRCLE CHARGEABLE TO PROPERTY OWNER: 1. COMMON EXCAVATION 564 .0 C.Y. ® $ 4 .50 =$ 2,538.00 2 . CONCRETE CURB & GUTTER 926.0 L.F. ® 8.00 = 7,408.00 4. ASPHALT PAVEMENT, 8" 1287.95 S.Y. ® 13.25 = 17,065.33 7. STORM PIPELINE, 36" RCP 121.4 L.F. ® 60.00 = 7,284.00 9. PIPE END SECTION, 36" RCP 0.5 EA. ® 1,375.00 = 687.50 11. STORM INLET, TYPE A5-2 1.0 EA. @ 3,050.00 = 3,050.00 41. SPECIAL TRENCH COMPACTION 14 .48 L.F. ® 18.25 = 264 .26 42 . CONSTRUCTION STAKING 0.06 L.S. ® 8,300.00 = 498 .00 43 . WATER 0.05 L.S. ® 500.00 = 25.00 46. ASPHALT MILLING 0.5 L.S. ® 1,620.00 = 810.00 47. SPECIAL CONSTRUCTION STAKING 0.5 L.S. ® 750.00 = 375.00 52. 6" PAVEMENT REMOVAL 8.2 S.Y. © 5.00 = 41.00 53. 6" CONCRETE PAVEMENT 17.45 S.Y. © 27.00 = 471 .15 SUB TOTAL: - $40,517.24 10% ENGINEERING & CONTINGENCIES: $ 4,051.72 TEMPORARY INTEREST & ISSUING: $ 2,675.76 TOTAL: $47,244 .72 DISTRIBUTION OF COST Property Adjusted Description Front Footage Huehl Circle Block 1, Country Oak Estates Lot 6 60.00 $ 2,176.17 Lot 7 60.00 2,176.17 Lot 8 60.00 2,176.17 Lot 9 60.00 2,176.17 Lot 10 60.00 2,176.17 Lot 11 60.00 2,176.17 Lot 12 60.00 2,176.17 Lot 13 122 .60 4,446.65 Block 1, Replat of Country Oak Estates Lot 4 80.00 $ 2,901.56 Lot 5 68.00 2,466.33 Lot 6 64.70 2,346.64 Lot 7 71.60 2,596.90 Lot 8 75.00 2,720.22 Lot 9 75.00 2,720.22 Lot 10 75.00 2,720.22 Lot 11 75.00 2,720.22 Lot 12 75.00 2,720.22 Lot 13 100.70 3, 652 .34 Total: $47,244 .72 FINAL COST DISTRIBUTION PROJECT NO. 94-898 TOTAL PROJECT CHARGEABLE TO PROPERTY OWNERS: 1. COMMON EXCAVATION 6535.0 C.Y. ® $ 4 .50 = $ 29,407.50 2 . CONCRETE CURB & GUTTER 6231.6 L.F. ® 8.00 = 49,852.80 3. REIN. CONC. VALLEY GUTTER, 7-1/2" 262 .11 S.Y. @ 30.00 = 7,863.30 4. ASPHALT PAVEMENT, 8" 10069.6 S.Y. ® 13 .25 = 133,422 .20 5. SIDEWALK RAMPS 12.0 EA. ® 500.00 = 6,000.00 7. STORM PIPELINE, 36" RCP 243 .1 L.F. ® 60.00 = 14,586.00 8. STORM PIPELINE, 21" x 15" RCAP 72 .1 L.F. ® 60 .50 = 4,362.05 9 . PIPE END SECTION, 36" RCP 1.0 EA. @ 1,375.00 = 1,375.00 10. PIPE END SECTION, 21" x 15" RCAP 2 .0 EA. ® 1,080.00 = 2,160.00 11. STORM INLET, TYPE A5-2 2 .0 EA. ® 3,050.00 = 6,100.00 13 . TREE REMOVAL 3 .0 EA. ® 400.00 = 1,200.00 15. DUCTILE IRON WATER PIPELINE, 6" 2820.3 L.F. ® 14 .60 = 41,176.38 16. DUCTILE IRON WATER PIPELINE, 12" 672 .5 L.F. ® 21.50 = 14,458.75 17. CAST IRON FITTINGS 0.54 TON ® 4,400.00 = 2,376.00 18. 6" x 6" TAPPING VALVE & SLEEVE 1.0 EA. ® 1,550.00 = 1,550.00 20. 16"x12" TAPPING VALVE & SLEEVE 1.0 EA. ® 3,530.00 = 3,530.00 21. RESILIENT SEAT WEDGE VALVE, 6" 6.0 EA. ® 315.00 = 1,890.00 22 . PRESSURE REDUCING VALVE, 12" 1.0 EA. ® 12,370.00 = 12,370.00 23 . FIRE HYDRANT & VALVE ASSEMBLY 4 .0 EA. ® 1,320.00 = 5,280.00 24 . CORPORATION STOP, 1-1/2" 8.0 EA. ® 368.00 = 2,944 .00 25. CORPORATION STOP, 1" 40.0 EA. ® 140.00 = 5,600.00 26. CURB SHUTOFF VALVE & BOX, 1" 56.0 ' EA. ® 130.00 = 7,280.00 27. COPPER SERVICE LINE, 1-1/2" 310.2 L.F. ® 9.75 = 3,024 .45 28. COPPER SERVICE LINE, 1" 337.2 L.F. ® 8.00 = 2,697.60 29. COPPER WYE, 1-1/2" x 1" 8.0 EA. ® 70.00 = 560.00 30. SEWER PIPELINE, 8" 1715.0 L.F. ® 9 .00 = 15,435.00 31. SEWER PIPELINE, 4" 580.4 L.F. ® 9 .00 = 5,223 .60 32. SEWER TEES, 8" x 4" 27.0 EA. ® 90.00 = 2,430.00 33. MANHOLE - TYPE 1 7,0 EA. ® 1,150.00 = 8,050.00 34. SPECIAL MANHOLE 1,0 EA. ® 1,600.00 = 1,600.00 35. EXTRA DEPTH MANHOLE 14 3 L.F. ® 90.00 = 1,287.00 36. CONNECT TO EXISTING MANHOLE 2 0 EA. ® 275.00 = 550.00 37. TRENCH & BACKFILL (0' -6' ) 45.0 L.F. ® 4 .00 = 180.00 38. TRENCH & BACKFILL (6' -8') 570.0 L.F. ® 6.00 = 3,420 .00 39 . TRENCH & BACKFILL (8' -10' ) 705.2 L.F. ® 8.00 = 5, 641.60 40. TRENCH & BACKFILL (10' -12' ) 394.8 L.F. ® 10.00 = 3,948.00 41. SPECIAL TRENCH COMPACTION 98.0 L.F. ® 18.25 = 1,788.50 41A.SPHCIAL TRENCH COMPACTION 102.8 L.F. ® 5.00 = 5,140.00 • 42. CONSTRUCTION STAKING 0.81 L.S. ® 8,300.00 = 6,723 .00 42A.CONSTRUCTION STAKING 0.94 L.S. ® 3,000.00 = 2,820.00 43. WATER 0.4 L.S. ® 500.00 = 200.00 46. ASPHALT MILLING 1.0 L.S. ® 1,620.00 = 1, 620.00 47. SPECIAL CONSTRUCTION STAKING 1.0 L.S. ® 750.00 = 750.00 48. REGRADE WATER VALVE 6.0 EA. ® 275.00 = 1,650.00 48A.REMOVE & REPLACE ASPHALT PAVEMENT 41.6 S.Y. ® 41.00 = 1,705.60 49 . REGRADE MANHOLE 1.0 EA. ® 295.00 = 295.00 49A.REMOVE & REPLACE CONCRETE FLUME 189.9 S.F. ® 5.00 = 949 .50 52 . 6" PAVEMENT REMOVAL 16.4 S.Y. ® 5.00 = 82 .00 53. 6" CONCRETE PAVEMENT 34 .9 S.Y. ® 27.00 = 942 .30 SUB TOTAL: $433,497.13 ENGINEERING & CONTINGENCIES: $ 45, 194 .72 AUSTIN DRAINAGE: $ 18,450.00 INTEREST & ISSUING: $ 30,000.00 TOTAL: $527,141.85 DON HOFF, DIRECTOR OF ENG. & UTILITIES SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF , 1995. JUDY LONG, CITY CLERK . ! / FINAL COST DISTRIBUTION PROJECT NO. 94-898 TOTAL PROJECT CHARGEABLE TO CITY: 1. COMMON EXCAVATION 56.0 C.Y. ® $ 4.50 = $ 252.00 2. CONCRETE CURB & GUTTER 656.8 L.F. ® 8.00 = 5,254.40 3 . REIN. CONC. VALLEY GUTTER, 7-1/2" 17.4 S.Y. ® 30.00 = 522.00 4. ASPHALT PAVEMENT, 8" 1963.65 S.Y. ® 13.25 = 26,018.36 5. SIDEWALK RAMPS 2 .0 EA. ® 500.00 = 1,000.00 6. STORM PIPELINE, 18" RCP 30.2 L.F. ® 66.00 = 1,993.20 11. STORM INLET, TYPE A5-2 1.0 EA. ® 3.050.00 = 3,050.00 15. DUCTILE IRON WATER PIPELINE, 6" 706.2 L.F. ® 14 .60 = _10,310.52 17. CAST IRON FITTINGS 0.10 TON @ 4.400.00 = 440.00 18. 6" x 6" TAPPING VALVE & SLEEVE - 1.0 EA. ® 1.550.00 = 1,550.00 19. 12"x 6" TAPPING VALVE & SLEEVE 1.0 EA. ® 1,810.00 = 1,810.00 23. FIRE HYDRANT & VALVE ASSEMBLY 1.0 EA. ® 1.320.00 = 1,320.00 41. SPECIAL TRENCH COMPACTION 30.2 L.F. ® 18.25 = 551.15 ' 41A.SPECIAL TRENCH COMPACTION 353.4 L.F. ® 5.00 = 1,767.00 42. CONSTRUCTION STAKING 0.19 L.S. ® 8.300.00 = 1,577.00 42A.CONSTRUCTION STAKING 0.06 L.S. ® 3. 000.00 = 180.00 42B.CONSTRUCTION STAKING 1.0 L.S. ® 500.00 = 500.00 43. WATER 0.20 L.S. ® 500.00 = 100.00 44. 8" x 6" TAPPING VALVE & SLEEVE 1.0 EA. ® 1,700.00 = 1,700.00 46A.REMOVE ASPHALT PAVEMENT 5.0 S.Y. ® 20.00 = 100.00 47A.MOBILIZATION 1.0 L.S. ® 2,710.00 = 2.710.00 48. REGRADE WATER VALVE 1.0 EA. ® 275.00 = 275.00 50. CURB & GUTTER REMOVAL 60.0 L.F. ® 6.00 = 360.00 51. SPECIAL CONCRETE CURB & GUTTER 208.4 L.F. ® 10.75 = 2,240.30 53. 6" CONCRETE PAVEMENT 23 .66 S.Y. ® 27.00 = 638.82 TOTAL: $66,219.75 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 CITY WATER WAREHOUSE CHARGEABLE TO CITY: 1. COMMON EXCAVATION 56.0 C.Y. ® $ 4 .50 = $ 252 .00 2. CONCRETE CURB & GUTTER 656.8 L.F. @ 8.00 = 5,254 .40 3. REIN.CONC. VALLEY GUTTER, 7-1/2" 17.4 S.Y. ® 30.00 = 522 .00 4. ASPHALT PAVEMENT, 8" 1963.65 S.Y. ® 13.25 = 26,018.36 5. SIDEWALK RAMPS 2.0 EA. ® 500.00 = 1, 000.00 6. STORM PIPELINE, 18" RCP 30.2 L.F. ® 66.00 = 1,993.20 11. STORM INLET, TYPE A5-2 1.0 EA. ® 3.050.00 = 3,050.00 41. SPECIAL TRENCH COMPACTION 30.2 L.F. CO 18.25 = 551.15 42. CONSTRUCTION STAKING 0.19 L.S. ® 8,300.00 = 1,577.00 43. WATER 0.10 L.S. ® 500.00 = 50.00 48. REGRADE WATER VALVE 1.0 EA. ® 275.00 = 275.00 50. CURB & GUTTER REMOVAL 60.0 L.F. ® 6.00 = 360.00 TOTAL: $40,903.11 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 MCARTHUR CHARGEABLE TO CITY: 15. DUCTILE IRON WATER PIPELINE, 6" 372 .8 L.F. @ 14 .60 = 5,442 .88 17. CAST IRON FITTINGS 0.10 TON @ 4.400.00 = 440.00 23. FIRE HYDRANT & VALVE ASSEMBLY 1.0 EA. @ 1,320.00 = 1,320.00 41A.SPECIAL TRENCH COMPACTION 20.0 L.F. ® 5.00 = 100.00 42B.CONSTRUCTION STAKING 1.0 L.S. ® 500.00 = 500.00 44 . 8"x 6" TAPPING VALVE & SLEEVE 1.0 EA. ® 1,700.00 = 1,700.00 46A.REMOVE ASPHALT PAVEMENT 5.0 S.Y. ® 20.00 = 100.00 47A.MOBILIZATION 1.0 L.S. ® 2,710.00 = 2,710.00 TOTAL: $12,312.88 • 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 STATE STREET Water Line CHARGEABLE TO CITY: 15. DUCTILE IRON WATER PIPELINE, 6" 333 .4 L.F. ® 14 .60 = 4,867.64 18. 6" x 6" TAPPING VALVE & SLEEVE 1.0 EA. ® 1,550.00 = 1,550.00 19. 12"x 6" TAPPING VALVE & SLEEVE 1.0 EA. ® 1,810.00 = 1,810.00 41A.SPECIAL TRENCH COMPACTION 333.4 L.F. ® 5.00 = 1,667.00 42A.CONSTRUCTION STAKING 0.06 L.S. @ 3.000.00 = 180.00 43. WATER 0.10 L.S. ® 500.00 = 50.00 51. SPECIAL CONCRETE CURB & GUTTER 208.4 L.F. ® 10.75 = 2,240.30 53. 6" CONCRETE PAVEMENT 23.66 S.Y. ® 27.00 = 638.82 TOTAL: $13,003 .76 DON HOFF, DIRECTOR OF ENG. & UTILITIES SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF , 1994 . JUDY LONG, CITY CLERK