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4045 Imp Austin Subdivision / Roy ce4 DO NOT WRITE IN THIS SPACE h 9V9 PETITION NUMBER Q LI 5 ,3 to 1992- TO: THE GOVERNING BODY • U � City of Salina, Kansas • • 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 rn north of Claflin Avenue. serving Lots 1 through 8. Block 1 , Lots 1 , 3 . 5. 7 . 9 . 11 , 13. 15, Illnck 2; Lots 17, 18, .Block 4; Lots 1, 3, Block 5. The installation of sanitary sewer to serve Lots 1 through 8. Block l ; 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 the manner provided by Article 6a, Chapter 12 of the Kansas divisioi 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. (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. (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 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 Vs) 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 * No name may be withdrawn from this petition after the Governing Body commences consideration * * of the petition or later than seven (7) days after this petition has been filed with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) - w j J Respectfully submitted �/�/�'� L C. Telephone Number `32./).9-V7/6.1 • Date & Time Property owned within the Signature Residence of Signing . proposed Improvement District , Wit./- ocr/tid ,4 7-28-72 • • t • • • 2 -L. - 1 DO NOT WRITE IN THIS SPACE -1 PETITION NUMBER Olt • • • FILED • :'92 JUN 19 All 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 to 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(1) as amended. k AAAAAAAAAAAAAAAAAAAAA..AAAAAAAAAkAAAAAAAAA;.*** * 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) * • :F******AAAAAAAAAAAAAAAAAAAAAAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA1..AAAAAAAA*.AAAAAAAAAAAAA** Respectfully submitted by Telephone Number Date & Time Property owned within the Signature Residence of Signing proposed Improvement District 27,'202'0 . .• • 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 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 1 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. 9 7. 50 = 12,750.00 5. 21" x 15" RCAP 60 L.F. 9 30.00 = 1,800.00 6. 21" x 15" RCAP END SECTION 2 EA. 9 300.00 = 600.00 7. C. I. PIPELINE, 6" 2,050 L.F. @ 15.00 = 30,750.00 8. C. I. FITTINGS 0.50 TON 9 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. 9 1,400.00 = 1,400.00 11. GATE VALVE, 6" 5 EA. 9 400.00 = 2,000.00 12. WATER SERVICE, 1-1/2" 11 EA. 9 400.00 = 4,400.00 13. CLAY PIPELINE, 8" 960 L.F. 9 16.00 = 15,360.00 14. CLAY PIPELINE, 4" 420 L.F. 9 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. 9 100.00 = 2,100.00 17. SPECIAL TRENCH COMPACTION 780 L.F. 9 6.50 = 5,070.00 18. WATER 1 L.S. 9 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 $169,354.75 DO NOT WRITE IN THIS SPACE • PETITION NUMBER FILED '92 JUL 21 AM 11 26 • CITY OF SALINA, KS CITY CLERK'S OFFICE TO: THE GOVERNING BODY City of Salina, Kansas • (A) We, the undersigned, being owners of record of property liable for assessment for the following improvements: -The curbing. guttering, grading and paving of Austin Circle from Cloud Street to north of -nue a-vin- L. t,routi : Block 1 of • . 2• Lots 17, 18, Block 4; Lots 1, 3, Block 5. The installation of sanitary sewer to serve Lots 1 through 8, Block 1 : Lots 1 , 3. 5, 7 . 9, 11, 13, 15, Block 2; Lots 16, 17 and 18, Block 4; and Lots 1 and 3, Block 5, Austin - Subdivision. The installation of a water main to serve Lots 1 through 8, Block 1 ; Lots 1, 3, 5, 7, 9, 11 , 13, 15, Block 2; Lots 8 through 19, Block 4; Lots 1 , 3, 5, 7, 9, 11 , 12, Block 5, Austin Sub- hereby propose that such improvement be made in the manner provided by Article 6a, Chapter 12 of the Kansas division. Statutes Annotated, as amended. (8) The estimate or probable cost of such improvement is One Hundred Sixty Nine Thousand, Three Hundred Fifty Four and 75/100 Dollars. . ($ 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. (D) The proposed method of assessment is: Shall be based on adjusted front footage of each tot 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 Vs) to be assessed against the City-at-large. i (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 • � I r_ _ _ • _l. 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 oti `_ , .1 f,, _ t Pte . S2- O'LEARY, ASST. D TOR OF ENG. & UTILITIES SUBSCRIBED AND-SWORN TO BEFORE ME THIS 11 DAY OF 0,..A.A.TAA-- , 1992 ■ . -----\ JACQUE INE SHIEVER, CITY CLERK -