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4066 Imp Georgetown Add 00 NOT WRITE IN THIS SPACE PETITION NUMBER -5{)(pt, FILEt : '93 SfP 1~ ArJ 9 01 TO: IHE COVERIIING BODY City of Sðllna, Kenns Cill OF Si.,U;,^. KS CITY CLEM'S OFFICE (A) We, the undenlgned, being o..ners of record of property liable for assessllMlnt for tho fol1o..tng Improvements I Curbing. guttering. g.radins: to paving of Pheasant Lane from Harymount Rd, to Fairdale Rd. to serVe Lots 18,23.24.29-34. BI. 1; Lts. 1-7. Bl.2; all of Bl. 5; Lts.7-12. BI. 2. Replat of Blks. 4.10.11 to 12. Georgetown Add. - Curbing. g.uttering. g.rading. to paving of Beechwood Rd. from Village Ln. to Pheasant Ln. to serve Lts. 25. 26. 27. 28. 29. 30.31. 32. 33 to 34. Bl. 1; Lts. I, 2, 3, 7, 8, 9, BI. 2, Replat of Blks. 4, 10, 11 to 12. Geor~etown Add. - Installation of sanitary sewer main to serve Lts. 1-7, Bl. 2 to all of Bl. 5, Geor~etown Add. - Install water . main to serve Lts. 29-34, BI. 1; Lts. 1-6, BI. 2; all of BI. 5; Lts. 7-12, BI. 2, Replat of Blks. 4, 10, 11, to 12, Lt. 3, BI. 8, Georgetown Add. hereby propose that such Improvement be llede In the manner provided by Article &I, Chapter 12 of the Kansas Statutes Annotated, as allØnded. I........................................... (BI The estimate or probable cost of such Illprovement Is Fortv Eight and 00/100 Dollars Two Hundred Eleven Thousand Nine Hundred ($ 211.948.00 (CI The extent of the proposed lnoproyetllent district to> be assessed 118 Indicated on the attached plat and is described as follow" 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. ï throu~h 12. Block 2, Replat of Blocks 4, 10. 11 & 12. all in _GeorgetoW11 Addition. (D) The proposed method of assessment Is, Based on adiuRted front foot",,!'" of p""h lot of 1,,"r! for street, water, sanitary sewer and storm drainage assessments without reiard to builòi"~R or improvement of the land. (E) The proposed apportionment of costs between the Improvement district and the Clty-at-Iarge is: One Hundred percent (~') to be assessed against the Improvement district and Zero percent (~') to be assessed a',jalnst the Clty-at-large. (f) We further propose that such Improve....nt be made without notice and hearing as required by K.S.A, 12-6aO"(I) as amended. ""11""11"1 1"1'" II I I I I II" I I 1"1"1 1"""""""""1 I I.. I I 11""""1"1" ..In.... I" I ill..I"1 * No name may be withdrawn frOGl this petition after the Governing Body collmences consideration * * of the petition or later than seven (7) days after this petition has been flied with the City Clerk * * (K.S.A. 12-6aOIJI * I I I" I I I I I I I I I I I I I I Inl I n I I I I I" I I 1..1 I I I I I I I I. I I"" I.. I I I I I I I I 1"""1 I I I I I I I I I I ill nl I I I I I" I" I..n. Respectful1 y subml tted by }Is. Ellv Ritter Telephone Nlnber 827-0331 Signature ).1'1,' ~hL. (/ Residence Date & Time of Signlnq Property owned "Ithln the proposed Improvement Oistrl ct /q<!L \I'M PI"" 1/;111) Cj-/(J -93 7.5 biz, q 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 V �y- 2 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 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 If Lot 32 Lot 33 If 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 " If 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 • GEORGE134.S 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 $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 *1,509.09 $1,509.03 Lot 27 78.00 $1,509.09 *1,50109 Lot 28 93.00 *1,79131 *1.799.31 Lot 29 10100 $3,594.39 $1,934.74 $2,975.16 $8,504.28 Lot 30 80.70 $2,901167 $1,561.33 $2,400.95 $6,862.96 Lot 31 8170 $2,900.67 $1,561.33 $2,400.95 $6,86298 Lot 32 80.70 $2.900.67 $1,561.33 $2,400.95 $6,862.96 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 $1.652.01 $2,975.16 $8,221.56 Lot 2 8170 $2 900.67 $1,333.17 $1400.95 $6,634.80 Lot 3 80.70 $2 900.67 *1,333.17 $2,400.95 $6,634.80 Lot 4 80.70 $2900.67 $1,333.17 $2,40195 *6,634.80 Lot 5 80.70 *2,900.67 *1,333.17 $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 38.00 $1,365.87 $627.76 $1,993.63 Lot 7-Tract 3 50.10 $1,800.79 $827.66 $2.628.45 Lot 7-Tract 4 41.50 $1,491.67 $685.58 $2,177.26 Lot 7-Tract 5 65.00 *2.336.35 51,073.81 • $3,410.16 Lot 7-Tract 6 74.80 $2688.60 $1,235.70 $3,924.31 Lot 7-Tract 7 180.50 *6,487.87 *2,981. $1469.75 BLOCK 5 W.221.3 221.30 *7,954.38 $3,655.90 $6,584.03 $18,194.31 Less W. 221.3 141.1 *5,071.68 $2,330.99 $4,197.95 *11,600.62 BLOCK 8 Lot 3 138,40 $4,117.62 $4,117.62 BLOCK 2.REPLAT OF BLOCKS 4,10,11,&12 Lot 1 93.00 $1,799.31 *1,799.31 Lot 2 83.50 *1,615.51 $1,615.51 Lot 3 83.50 $1,615.51 *1.615.51 Lot 7 90.00 $3,234.95 $1,741.26 $2677.64 $7,653.86 Lot 8 76.00 $2,731.74 $1,47040 $2261.12 *6,463.26 Lot 9 76.00 $2731.74 *1,47040 $2,61.12 $6,463.26 Lot 10 76.00 $2.731.74 $2261.12 $4,99286 Lot 11 76.00 $2.731.74 *2261.12 *4,992.86 Lot 12 103.80 *3,73198 *3,08122 $6,819.19 TOTAL: *101,085.00 526.784.50 *23,260.30 *80,818.20 $211:948.00 II �r . - _ r�y ° Ni 5. .v 1, ,r a a -r P 115' NORTH WOOD 1. ..->-E''-•t pt18.y�tp f - .riu„ -, ae - u=' ` , .5- uY�1 e3' - HS. 1-r LIS' 1 I I 11 n]' I I 11 5' la I 8 1 I I 8 . 1 I I 8 S S 1 I I 6 . I I a I 11 11 1 1 I I..N 6 a a ;ell.. . , II i - Ie 2 I 1 1 9 2 2 I 9 2 2 I I 9 2 2 2 11 9 2 2 2 '1•'' , 1 I t---- - - N I. Ii 10 i1 `' r 6 3 3 i 10 : 3 3 $ 3 I I b 2 2 3 1 !44 n 12 4 101• I I 2I 4 II' 11 2 4 I 3 2 4 ��'. II Y 2 4 14 10 4 e O i. ' 1 I .„.. e� � I I •;S I 12 2 S 12 2 2 s 3 2 s I Iz 2 2 s I 3 I I �. a . :2a. I _ o I I I c 0 0 ---- -- 2 6 I I 13 2 0 : 6 I 13 2 0 2 6 . OO 4 6 1 1 13 2 2 6 I .O 2 0 0 .2752- I I # I r I I I Ie + of z • I I I W h z ■ :1 ' 1 ' W c I I I �� -"ra : 7 H 14 4 S 7 I 14 : m : 7 k V S 7 , I 14 : 7 i O 1 o 3 O O O O z e. I ,Is• ! . ns- ■ 1 's• .IS• I_ ' 115' — 80' BBROOKWOOD ■•UH■ BENEFIT DISTRICT. 11769 , , 78 .o 78 76 93 60' 115' 78' ,8' 78' 78' i 93' 60' ' 44.71' I— --'''`-'10' •77b i LORGETO In ; ; I 2 3 4 5 6 _° = 1 ; ; 2 3 4 5 6 = 44 - i 1 2 3 4 I IA3:60-- --96.04- `I -+`•�------ ---- --- - fQi ��0 8 10 I I o 9- 7 ' , 8 9 10 I I 12 `-' 7 8 9 10 w - 6".:.04' 7e' 93' 118' ; 1 78' 78' 78' _ 78' 93 1011.91' A 7710'1 7710' 77.127 N' p 60 0 R'. O $121. o APPLEWOOD O I •Ir 9 0 Oe../ 679.7:17i 78 78 93 115' I-' 74' 70 \ 108.96' t46- ' 1549. '4. I a w i. 13 14 15 16 17 - $ I ' 1 2 3 4 5 `p. 6 q 1 _g I 2 *<(..l I 1 OS '', •' ' -------- ----- ----1M---: i_]8- __I--...- E-7111- ^--95--- ° -----45.. .---le is- -I- � 21 - - c $-3' -4115.17,--83_5'.-- 10 �eprl -ez5 -2''411 < ---3• .I - O.9,04 1 71' 78 94 4299' 1 t3A9' , . • 8140.1 929V III 12 0 154/9' • , , 421,11111 _ 60' R. b li g VILLAGE _a1 !!1.1.?// o - • _ 83.09_M1 109 19 31878 R4 2. 25 26 27 28 °O_ a 1 3, 1 4 •,e 5 °' °.n' r- • \- - - 7 - - - • - - n I m 50' OIL PIPE- t--118.64--- 95-01 - -95=- _.e.... - I I •• • d--I j-` LINE EASEMENT 411 :; 29 30 31 32 33 Q T 9 10 ((.7 10 • I2 1 „ -�- �- z7o ez' . ' l00' 70.67' 80.67' 80.87' 80.68' •• - . 4' . - A -,7 A. 3 4 PHEASANT LANE I 100' 45485 l■ ■ • 282.27 5 = s ��111 — c 2A'U,E 272.17' 244 O9' ' iii Z 127' - /1:4" 7 N o I i T D) .b r Io 0 !ri` ♦- 3412131 288.04' i eG W m m Lu 0[[ 9 10 21 Animinommosininummmissammigusa_i �- iQ1 60' '''. 1 f '_64 48 1 228' , _"r?AWFORD ' i � :: a i 115• NORTHWOOD . { EL 74 I 44 1--AMY � ,zor !-, s s' T , •.s' i• 1-r ., OS• ,ai M' s• , 113' I I 1 I I I i +•. I 8 . 1 it 6 : . 1 I 6 . : 1 • ! Ii I 1 ,O 6 o I�- I I 'i'..• ' -- I I I r 1 2 ' I 9 2 a 2 , I 9 2 2 1 1 9 S 2 2 I I 9 $ I I I ,i' r 1 ' I I - 12111r I 2 3 I I 10 2 g 3 ' I 10 2 3 2 3 I - I 10 S 3 3 i1 rN a I ' I 1 1 �1 __! a„ 1! 11 1! I. 12 4 Id Ir '' 2 4 11'` 1 1 2 . 4 I i 2 4 1. . 11 2 3 4 I• 10 4 O O • rt `�1. .• e e 225 ' 1 1 2 5 I 12 2 : s 1 12 : . 5 i : S I I 12 3 44 s I 3 : + 11 11 I . i w .' .22/ } ■ O - 0 ` -- 6 I I 13 2. 8 : 6 13 2 0 2 6 i 8 li 6 I I 13 = 0 I 0 II 3 3 1 0 ziu' -I I I u y r Z ' 11 n � ' W a ; I itgi 3 n : 7 I 14 . 4 S 7 I : 14 : 7 k O 7 , I is : 7 1 O I O O 1 I 11 .I 1 '- O 0 • 12 Or „s' ,Is' I 1 us• I I Its' ,• ,1 I I 5' 60' 2 BROOKWOOD ■R•UU■ BENEFIT DISTRICT. L11769' �` 78' 7d' 78' 1 78' 1 93' 60' 115 i i 78 8 76 78 D3 60' WRTI' r '.IO'' 7710 LORGETO I 2 3 4 6 6 °_ = I „ 2 3 4 5 6 n Q - 1 1 2 3 4 ----- -- ---- - - _- _ - ---- 1--- - -- ---- o cc ---- -- r�--17'$1111=- --96.01'--Vi ,,+"' IV I �'Wi — , �� 8 9 10 II o n 7 ' , 8 9 10 ° 7 ; 8 9 10 in �'60.04' 78' n' 93. 116' 711' 711' 78' 108-91' .1:7710' 77.10'_77.0 ed W. -:-.12 1°. ° 0 APPLEWOOD 0 1 ,,,y 011 69.04 78 78 95 I13' i-;� 7e, - 79' - ' 108.96 45' 1649 13 14 IS 16 17 • $ I <4Qi i 2 BOCK 4OME 5 p•, "6 Q S I 2 1 • .' . ' ' ' ---" --- --- ---- i1f 93 83 - 43 2 1 21 22 b T 9 a e 69.74 711' 711 4i 529ham' I 8340' q9�' ?._ 164.89' i-T r 60 R. b $ VILLAGE L:.' . i. - - y 63A9 I09'9 32576' 2: 25 26 127 28 g I 5 n °� . • et A CO 50' 011. PIPE- -�,__118611-\,- 93=- , , ' - ', ,` ! ' d I J — LIME EASEMENT III- --- ----- -- � - ---- �� r _� A— --_- II 29 30 31 32 33 34 c - : tYE 11, 100' 80.67'1 80.67' 80.67' • 80.68'_ 100' A. .. A 4 o A 3 PHEASANT LANE o 1: ;00" r 80.67' 80.67' 80.6r 8Q66' 1 l00' 4310.55 ■ 262.27' ii f o I . 2 . 3 . 4 .. 5 • 6 S e L 1 - - j �'WE ® 272.17' L 244 09' 'O. es - A r O n N bb 7 T a e Vii, 7 0 Q 7 , ► '� I- 3 a i / M ; 34L2ei I 2M04' 1 u L _ I II Iii o • 9 10 , III -- ---- • ----- a . --- ;-on ----- - 01 lima 60' 364 411' 228' , r CRAWPORO • I 11 .,• i L -+'{'�Y� .- -.----;i1 l -5 115' 1 1.ORTH WOOD tie, .s n7' I +7' uc-r-1 us ns' T-' u7• I as' I 115' I I I I 1 8 : I ' I 8 •i I 8 = . 1 1 1 6 : : 1 o 1 it II It a 6 .. -es 2wr y . 1 I -- I 11 II ' I 2 1 1 9 $ 2 , I 9 E 2 1 1 9 2 2 1 9 2 2 I . I 41 II ,.?■ r I I T 3 i 1 10 : 3 � i q : • 3 „ $ 3 1 1 10 : : 3 .�I a 5 N I 2 4 IV I. 11 : : 4 111. 11 . . 4 I i i 4 I 1: 11 2 : 4 141 ,O 4 0 0 rr 27. I� O • • l I `. o 0 5 11 12 2 : 5 1 ' 12 2 . 5 i : s I1 12 g : 5 I 3 ~ .n..or l I I 1 .�. m s- I 1 , - ` I - - 6 I I 13 : 00 : 6 1 ,3 : li $ 6 3 3 6 I i 13 $ 2 6 I :0 2 O 0• • 'zz s:' I 3 I I r Z eA �' _ 'Z : 7 14 . < : 7 14 . m . 7 ! U 2 7 � 14 7 I ,O I p O H 1 1 I I 1 42 0 0 '22•P 115- "7• 1-1 "5- I "+ 1m ■ 113' 60 s BROOKW000 •.$111111U BENEFIT DISTRICT. '11769 I' 78 ',o' I 78' 1 78' 1 93' 60' 115 78 8 78 78 93 60' r- j , 106.71' r -x.10' •T7� G LORGETOWN , °! 1 ' ' 2 3 4 5 - � -6 °_ n 1 Y7 0 i� ■ --' - -- - -- ---- 2 - 3-- I 4 5 6 a 1 ?-- 3 4- r .--o-6.6111-- -95.01=• - --- - -----� 1---�- " __ --- ---- •?:• J� 8 9 10 I I • 7 ' , 8 9 10 11 12 g 7 ; 8 9 10 1 oe . w 6C.04' - 78' 78' 93' 115' ' ' 78' 78' 78' 75' 1 93' 106.91' j:7710' 7710' 7710 $,12° 60'rt. ° 0 APPLEWOOD o ,L!.) 00 69.04' 78• 79' 91' I13' T re' - 78' I 101.96 46• 1549 I ♦ a w I o 13 14 15 16 17 $ I��Q' ' 2 BLOCK 4 ONE S p: ,6 9 qJ - I 2 - -+ --- -- -- ,_-93-7 -635'ti-833' -- -�-133.5. -93=. Q 1.----- -- ---- ---'- .' �s- - - 20 21 22 ° �s 7 8 9 9 10 I II ;: 1211' LL I 51 :oa I - - 6904' 79' 78' 93' 9299. 1 1349' , . I - 8349' 1 a7ao' e . !SCSI' • 60 R. b $ VILLAGE LAt III li.� �. I 0 -.• 108�9 32fi.76' 25 26 27 28 $ Q • "' n m A. m 50' OIL P1PE- --11861-- -TT 9501 - - -- --- - - ` 4 ' dIJ-�-LINE EASEMENT - t- ---I --- ------ -- � - ---- �• � 1 &N • 11..x' • '• _� � -cZ------ 29 30 31 32 33 34 0 7 9 10 �'` ' '12 z70 62' ie 100' 80.67'] 8067' 80.87' . 80.68' 100' -0' - �.' / o /I- 3 4 PHEASANT LANE o i.• 100' 80.67' 80 67' 80.87- 80.88' 100' •x'4� Ill 282.27' i 1 >� 2 •) 3 • 4 5 . 6 4' e 1 • L20'IUE ® 272. 17' 244 09' ,1 goill N f " 412 - rm 1 g o N b - 7 m l� 7 . I -- f it r 8• 21604 A = 11 au ■60' 1 36446' 1 7_28' , •' CRAwfIDRO ' 14 yI . 7 I 14 7 'w I -• lb f • I z'57' I ,. I „y ,I: '1s 115' , 116' II • . NORTHWOOD • I. ;Mr ■ , 115 US' '"1 IS• -Mme" 115 u5• r u5' • I I I I I nf• I" 116' lit I ' 1 a . I 1 I a 2 : 1 I ' 8 2 2 I I I 8 2 2 I • • N r it 11 I a b M _ill .21N• I , I ■1 I. 11 II .. 2 2 ' 9 2 2 2 I 9 2 2 1 1 9 2 S 2 I 9 S 2 I I II 1 12111 I I • I I I r -- I • I . 3 11 10 8 : 3 1 10 S : 3 $ 3 I I p $ : 3 iI N 5 N ..., • H. , l �I j 2 4 10 I` I I 2 2 4 I i� 11 2 2 4 I i S 4 13�: II Y 4 14 10 14 e e • ':225' 1 '- 1 __ I I I - 1 'x • • 2 5 I1 12 S 5 1 ' 12 5 E 5 I I 12 S S 5 I 3 1 1 11 1 I I :5. a 5 ' 1 1 i 0 0 11 1 '-----' --1 6 I I 13 2 OO : 8 I I 13 2 ; 2 6 • ; Y 6 I I 13 • 2 6 I f0 2 0 0 ,32S 1 1 ;-I U In I I I r I = • p Z ■ 7 I I W a I l I I; 2 3 z . 7 1 1 14 . 4 : 7 1 1 14 : 63 : 7 k V 7 I 14 2 7 1 ;00 1 0 o 1 I II II I o O zz.r „s 11•• I , us I I .I . s• 116' 60' I . BROOKWOOD •••N■ BENEFIT DISTRICT. • 11769' ' 78' - ',a' 7e' I Ts' 1 93' 60' 115' 'r' 76' a' 78' 78' 93' 60' Wa 71' I • '.10"'Tttb"f in GLORGETO'HN 1 2 3 4 5 6 _° I 11 2 3 4 5 6 = v = 1 12 3 4 I cc ri-•?e-6e-- --96.01--'. -----^ - ---' -11-- r - --' --- i6�= ---- -- -�1Y-- 1 , ^E20'WE ~ 1� 8 9 10 II o °- 7 ' , 8 9 10 II 12 n o 7 ; 8 9 10• •1 8`x.04' 7s' 7t' 93' 116' i : 78' 7e' 711' 78' 93' 1011.91' ,1;7710' 77.10' 77.331 I �'I2 g 60 a APPLEWOOD m i,rb4 Os 69.04' 78' 78' 9i' I IS' ' ' 7a' " • 78' '- 109.96 46• 1549 a 13 14 15 16 R 0- $ I�4 i , 2, BLO 3 4 ONE 5(�~6 a S I 2 1 OF- -__------------ --ate — , - •'- -'�- �- �--- ----45 C. •--93=- -835' --833' -- --e-833:--93 I• ---= -- I' 18• IS 20 21 22 o $ 7 8 9 9 - 10 ya�pp 11 S 12 ��II LL 61 O 5Z 4 Si r� I I e 69.04 71' 75' 9a' 42570' as�w'_ 1 8349' 9259' 2 154.8111' • R2'a 60' R. b $ VILLAGE LANE . ∎' . . 8349 A 109 19 326.78'2 2 5 26 27 . 5 „ a r�a \ - -- M 50'01L PIPE- ' '' •' .' • d� 1�_ --Clam EASEMENT' .--- - -...- --- .... - - ..■ ... 4 Ili . ,, ili ' -•-- 2- 29 30 31 32 33 Q T 10 t� 12 Imo. ' Ioo' 80.67' 80 67' 80.87' 60.65' •• • -, • w 3 4 PHEASANT LANE I it ■ 100 80.67 8067 80.87' 80.88 100 454 86 ■ I I 262.27'■ 1 2 . 3 . 4 5 • 6 '- 11 • e • -- -- - -- -- �I," 5 o 6 , 5; d:----- L_W'WE el/ 272.IT' 244 09' 'c N - m •I Q d M r.■ N 4 7 m 6 e. i7 p f e . 4+ "-' , 1�I 3 241 $ tease'• III W m Iii K. - --- -_—_------_---- -_- - _Ftfi—_-- -- 0 j • - - 60' 3. 45' 229' 6g ^ CRAWFORO e 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 €314- , i2., SCOPE OF WORK 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. 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 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 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 $1,88299 $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 80.70 $3,930.22 $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 $4,870.16 $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 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 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,REPLAT 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 83.50 $1,264.92 $1,264.92 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 $2208.72 $5,910.04 Lot 12 103.80 $5.055.22 - $3,016.64 $8,071.87 T 0 TAL: $101,095.00 $26,794.50 $23,260.30 $60,919.20 $211,948.00 • i i 1 �� i l 1 II• I� 1 I rsr• I ns n9 ! ns us' 1 1 115' 1 g' NORTHWOOD 1516? I-, IS 15' 115' 11 .1 IS I5• I I 115' I 1 is I- 115' III 11 II I O I II I . I I I 8 : . I 1 1 8 . °. I I a $ $ I 8 • • I 1 O O 11 I I 1 I I I I N 6 Oil 12164' I I I _ 1 I t L --- 1 1 II 2 2 11 9 2 2 2 1 9 2 e 2 1 1 9 8 2 2 1 9 2 8 2 121.9? 1 1 1 I I I I I I _- 1 • 2 3 I I 10 8 2 3 I 10 2 `e 3 > $ 3 1 1 10 8 8 3 a1 N 5 N II 1 , 11 122 II' { , - 1 I ^I - I; 's s 8 4 10 If I I 2 °e 4 II If H I 2 2 4 I i °0 4 I.. Ie II 8 2 4 14 ibb 4 2O o 122.25• I- I I ■ I 1 1 I p 2 5 I I 12 8 °e S 11 12 °o 8 5 d 2 5 I I 12 8 8 5 I 1— 3 _ r 122 J.• 11 I I I I :5. a m_t I ' 1 1 I ' --—--. O 0 0 6 I I 13 2 0 2 8 1 13 8 0 8 6 o O 8 6 I ( 13 8 8 6 I 1O 2 0 '2252' 11 3 I I I I— I I I . z 1 • 1 11 W ^ ¢ I I i 'A Z 1 _ 1i I2 3 'f . 7 I I 14 . < $ 7 - I ; 14 : m 8 7 • '' a 7 I 14 8 $ 7 I 1 0 I O o • 1 1 1 I I I I I- o 60' o -_ _12269 I I IS' 115' I.1 115• , ( 115• 115• I ' 115' . BROOKWOOD INIMNE BENEFIT DISTRICT. - 111769 , 78' 78 78 60' 115' i.' 78' 78` 78' 78' ' 93' 60' 108.71' I ' " -7.10' '7710' LOR , TO r, 1 n o In 1 1 2 4 5 = I 2 3 4 5 6 - o - I � 2 4 18-68-- -95.01- '• --- - -- � 1___- --- - -49e•. '- - - iv 7� s 8 10 I I o = 7 ' , 8 9 10 I I 12 `_' = 7 ; 8 9 10 S1 1 T °B•8:.0a' 7e' 93' its' ;_; 7e' 78' 78' 78' 93' 108.91' .I:7770'_77.10' 77.10E I 8112;9. 60' -°v APPLEWOOD t X06 OB 69.04 78' 7e` 95' 115' i_, 70' " " 78' 108.96 48• r �ti 13 14 15 I6 R °— $ I eg, ; 2,BLOCK 400E 5 p►�~6 Q S I RY1, 1••I %-0F --,,------ ---•113 --� .1-�------"--'--"-- - -----45.- - - - ------ ^--93=- -83.5' -833' -2' -83.5:--93' Q I ----" -- -.- 1:: - . all 1 . IG 20 . 21 2� o $ 7 - 8 9 10 11 I 12 I` 5•■1 :00,69.74' _ 7e' 7e' es 9 .99 63.06' . I - 83.49' 9239' ,2 184.6!' • ' I I b $ VILLAGE LANE ' - .� 63.09 109 19' 328.78' 1 •I � - 24 25 27 5 �i o n �'� • 9n ` i w 12 60'OIL PIPE ' -sie-se---- -95-01 - -- . I , , , ' 1*--- 1�= LIME EASEME NTI c • • . 1 .,tLE 2-- -�— 29 30 31 32 33 34 10 �' 270.82' ' l o o' 80.67' 80.67' 80.67' 80.68' I••' .• .- .- ^ 1 ti ' • PHEASANT LANE . °off I 3 4 I • 100 80.67 80.67 80.67' 80.68 100 459 66 - ■ • '' 252.27' , i ' 1 2 ! 3 • 4 8 5 = 6 . • _ 1 I - ' - --- ---- ----- °� 5 m 6 �. ,fa. , ,� I �•I M U/E 272.17' 244.09' , m N .. VI Ire RUas1111111111N �p 7 e In e I el m 7 o g v r.; b' 1 e 1. 1 3 N N 0 341.282 2H.04' I I T In = 0 W tag m o° 9 10 r I40, , -121!.87.' s1i/' !I!R•. I' 60' 364 4e' 1 228' 6' CRAWFORD 4.— — — - - — — — — --- --- -------- DO NOT WRITE IN THIS SPACE. • PETITION iUINBER • 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 Tian Hundred Eleven Thousand Nine Hundred Forty Eight and 00/100 Dollars (S 211,948.00 (C) The extent of the proposed improvement district to be ed 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 8; 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 assessment is: Based on adiusted 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-at-large is: . One Hundred percent ( 100 !) to be d against the improvement district and Zero percent ( 0 • t) to be ed against the City-at-large. (F) We further propose that such improvement be made without notice and hearing as required by K.S.A. l2-6a04(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 Ms. Ellv Ritter Telephone Number 827-0331 Date 6 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. YY :. 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 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 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 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 $1227.28 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,REPLAT 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 83.50 $1,264.92 $1,264.92 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: $101,085.00 $26,794.50 $23,260.30 $60,818.20 $211,948.00 --4-;.--.----V. ■ k . _7-77;--...-_----- ----:-..1 ---,---: -/L ..,. !I : 115' I 1- 2 NoRTHWOOD ... —,. . .- . :.:.„.-,L---_-.......■•■■ i -,l',.r.:-. - 115' • 1 ■15• r ,,,. ' 115' 115. ' 115' I '''... 1 : 115' I FT le :II 1 1 I -*I 1 8 ,1 8 I 1 8 2 k k. :. : t 1 8 t O WI ., ° I I ;01 a to lo I •1. ' I I l •" .--- II; I I " — .-.,' 2 '1 I 9 2 6 2 1 9 21 2, 2 I 921 2 2I 9 2 2, 2 1 ° 1 l 1 ii 1 T 1 ; N :1 II 0 2 0 3 2 3 2 2 1 1 0 'I . ' I 1 21 2 6 ., . 10 2 '•=1 IN 01 ... i I 1 1 I iv ,., 12 4 1i 1° 11 2 2 4 I ' 4 Li - 11 2 2 4 14 Co 4 g o I II'z i i- . • a) la 1 1 , 1 1 v b , 12 2 2 5 1 ' 12 21 2 5 3 2 51 2 2 1 : -_ ,,,....• i 0 , 0 - 6 13 2, 8 P. 6 1 , 13 2, 0 2 6 1 8 t 6 13 2 12 6 ,o 2 b b 1 , . 0 3 1 ,te te I.21 tz- 1 3 1 1 I I Z .., 1 . U -. cil Z : • ..., ,,.. .1 ic I - In — 1.. 1 D 1 ' ta !et , te 71. 10 O . 7 1 14 : < : 7 1 : 14 : d3 t 7 i:. U i,,. 7 14 t.:. 7 1 ,0 i 0 d I I 1 ii I ■2 ° , o ' '225r 1;5' 1 , 115. 115• 11,• 1 ' 115 - 80 , .. BROOKWOOD g1•1111111.. BENEFIT DISTRICT. 1 11769. .-1 78 16' I 78 I 78 I 3 60 115' ' 78' '3' 78' 78 se' 60' 108.71 1 ''-"'' -7.10 7733 G LO R GETOWt■I r . -.. -- , -n a gn ..13 L—• I 2 3 I 4 5 6 _-_- = 1 : 2 3 4 5 6 1 1 2 3 4 , , 1 0 t--17-8,68,- --95.04- " - . ---1' - --" 1* v .,..).4 7 (MA '0 60'Fe. 81 12-f■ 1 6 6')6" 8 9 10 6'3.04 785 78 - II = S.,5' -0 co 69.04 78' 70 93 = 7 ' 8 29 wit 9 10 93'..c. its' : ! n' -re' -re' 778118'. 1215 = A PPLEWOOD . I es' ;-6' re' - ,. ' -deem- ----'---- = 7 , 8 9 10 .oloasn' .7710' 77.10' 773C3 0 , 145. .. 108.98 1549' AZ4/I I . BLOCK ONE P•• a - I - ; AN: E- .. is 1:- is 20 . 21 22 b 2 7 8 9 10 11 :..! 2 1 ‘ u- 5 . 0, 9 , ..-0,„, , 69.04 78' 75' 05' , 9293' 1713A9' . I . _ 8149'_ 9292' 51 2-- • 184.1e • li -bili so' R. b -0 VILLAGE LAN' ffl,' ,•3 CO livAidel11111111111"1111111112,111, - - -.*" . 10 r- . 9 19' cc r. 2t 25 26 27 28 3 z. 1 .. ,. 3 1 4 .4:a 5 ,,,i Vt- aa ■n°' 7"-- _ o -..... ai 50' 011. PIPE- 1 - -- -- --- ------ -93-- .. ., -.. - . b.-. EASEMENT' 1.' 2,a, I 0.0 ill 1J/E . :21: 29 30 -- -- -- -- Q 10 '(.- . 12 270.82' ■ 00 80.67' 80.67 80.87' 80.88' 100' • . .I...,• . /... 1, PHEASANT LANE -47, 6 3 • . 4 . 100' 80.67'-80.67q 80.67" 100' 01 454 56 25a.27' 9-1 SI i - ai 6 , • . !...., 31 L2O`U/E • 1 ,a 3 ..-,--- / ./ / 272.17' L 24 4 09' ,-..., ' . _ ED 7 ■0 -ill cm , In ' v t, a. ii• . t.... 1-M. oi .- An co •-• ! a z 8 v a• .._ / . 0% 7 G. 01 0 348.28J 288.04' , v. at MI PI = u a / iu a ., . 9 on a. 1 0 11 a) 2 1LP rn .01Ausionsigimms.........slawilmaingil3 I 22e' CRAWFORD -- - y : DO NOT WRITE IN THIS SPACE 1 i ' 1 ;14 s / %. s PETITION NW6ER TO: THE GOVERNING BODY City of Salina, Kansas (A) Wa, the undersigned, being owners of record of property liable for assessment 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; Lts. 1-7. 31.2; all of Bl. 5: Lts.7-12. B1. 2, Replat of Bike. 4,10,11 & 12, Geor_Letown 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 Blke. 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 Lts. 29-34, 31. 1; Lts. 1-6, Bl. 2; all of Bl. 5; Lts. 7-12, B1. 2, Replat of Blks. 4, 10, 11, & 12, Lt. 3, Bl. 8, Georgetown Add. 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 Thousand Nine Hundred Forty Eight and 00/100 Dollars (S 211.948.00 (C) The extent of the proposed improvement district to be ed as indicated on the attached plat and is described as follows, 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 & 12. all in Georgetown Addition. (D) The proposed method of scent is: Based on adiusted front footagp of Parh lnt of land for street, water, sanitary sewer and storm drainage assessments without regard to buildings nr 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 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. 12-6x04) * Respectfully submitted by Ms. Elly Ritter Telephone Number 827-0331 Date & Time Property owned within the Signature Residence of Signing proposed Improvement District C 1 ' l 14 47_ Vat 9 -in-93 75 % •