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1999-085-PRO RATA SANITARY SEWER EXTENSION FOR THE COPE ADDITION RESOLUTION NO. 99-085 WHEREAS, the City Council of the City of Paris did heretofore receive a request for a new 8" sanitary sewer extension for the Cope Addition along Meadowlark, Mockingbird, Cope, and Pine Mill Streets; and, WHEREAS, it is deemed necessary for the protection of the health and welfare of the above-described area for the City of Paris to extend the above-described line and act in the capacity of sponsor under the terms of Section IX of Subdivision Ordinance No. 1315 of the City of Paris with any refunds due under the pro rata charges being paid to the City of Paris water and sewer fund; and, WHEREAS, upon receipt of the above-described request, preliminary plans, specifications, and estimate of the total cost of the project were prepared and delivered to the City Manager and considered at the regular Council Meeting on the 14th day of June, 1999, and a public hearing concerning the same was set for the 12th day of July, 1999, at which time such public hearing was held; and, WHEREAS, after hearing the matters presented at the public hearing, the City Council is of the opinion that it is in the best interests of the citizens of Paris, and particularly the citizens in the vicinity of the proposed project, that the City of Paris act as sponsor for said project which is necessary for the protection of the health and welfare in this area; and, WHEREAS, such project should be known as the "Pro Rata Sanitary Sewer Extension for the Cope Addition," which has a total estimated cost of $351,972.00; and, WHEREAS, the front foot method would be inequitable, and the tributary area method described on Exhibit A attached hereto, as recommended by the staff, would be equitable; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PARIS, that the pro rata sanitary sewer extension for the Cope Addition along Meadowlark, Mockingbird, Cope, and Pine Mill Streets, containing approximately 8,320 linear feet of P. V.C. water main line, be, and the same is hereby, approved and shall be known as "Pro Rata Sanitary Sewer Extension for the Cope Addition"; and, BE IT FURTHER RESOLVED, that the City of Paris act as sponsor of said pro rata water main extension; and, BE IT F1JRTHER RESOLVED, that the front foot rule would not be equitable, and the tributary area method described in Exhibit A, attached hereto, is found to be equitable and is adopted as the method to be used for refunding the cost of the sewer main extension to the water and sewer fund of the City of Paris; and, ~ BE IT FURTHER RESOLVED, that the City Manager, Michael E. Malone, be, and he is hereby, authorized and directed to proceed with said project, and that a pro rata contract is waived with regard to this project, but, upon completion of the project, the actual costs of said project shall be fixed and the price apportioned in accordance with the plan described in Exhibit A, attached hereto, which shall be used for the purpose of the charging of the pro rata charges to the property owners benefitting from the same and the amounts to be collected in the event of connection to the line so constructed and paid to the water and sewer fund of the City of Paris. PASSED AND ADOPTED this 12th day of July, 1999. {)(;~?V Charles H, Neeley, Mayor ATTEST: ~~~~~~~ Mattie Cunningham, City Clerk APPROVED AS TO FORM: ~~~ Stepha ie H. Harris, Ass!. City Attorney PRO-RATA SEWER EXTENSION "COPE ADDITION" SKIDMORE 3.95 $10420.55 SCOTT 4.136 $10,911.24 BURROWS 0.758 $1 999.69 WELCH 13.936 $36 764.77 WHITE 6.64 $17517.08 HOWARD 0.4 $1 055.25 BAKER 0.73 $1 925.82 WRIGHT 0.278 $733.40 CHAMBLESS 17.435 $45 995.54 GOLDEN ACRES SUBDIVISION 0 $0.00 1 A JONES 0.268 $707.01 2 A CATE 0.27 $712.29 3 A ,CATO 0.3 $791.43 4 A ! HUBBARD 0.229 $604.13 5 A iKING 0.2 $527.62 6 A i RHODES 0.256 $675.36 7 A iMCFADDEN 0.4 $1 055.25 8 A ! SANDERS 0.448 $1 181.88 9 A !CHANDLER 0.275 $725.48 10 A ! CHANDLER 0.662 $1 746.43 1 B I RAY 0.26 $685.91 2 B !CLAY 0.266 $701.74 3 B I KERSH 0.268 $707.01 4 B !SIKES 0.43 $1 134.39 5 B ! VERDOME 0.47 $1 239.91 1 C I BARTON 0.31 $817.82 2 C BARTON 0.3 $791.43 3 C I CAMPBELL 0.3 $791.43 4 C I NORRELL 0.29 $765.05 i TOTALS 133.418 $351,972.03 I TOTAL ASSESSABLE PRO-RATA CHARGES - $351 972.00 CHARGES FOUND BY' $351972 DIVIDED BY 133.418 acres - $2638.115 per acre. I I I I I '. ENGINEER'S COST ESTIMATE CITY OF PARIS 150 SE 1ST P. O. BOX 9037 PARIS, TEXAS 75461-9037 (903) 785-7511 (903) 784-1798 (FAX) BY: "-Wl,,,,"- e ~~ OF 1'l~t ,.;. ,.~,~.-....... .r"",I~ t<?'.. * '..-'.s> ... / ' ~ .., ..... . *. '. 1.....'EARi1::..siim....\ .. -- I'" \~\.p 515&4 Q/"''iJ I! 0.... ",!GI$Tt\l.~.' ~'" C' 11 ~ ~ '''''''~oS'. oS' ............ ~~~ . 2JM.X. ;:)\........3"L-...... IONA~ f."'-"'" ''''''~,.....~ EARL SMITH, P.E., CITY ENGINEER". {~.~ PROJECT DESCRIPTION: PRO-RATA SANITARV SEWER EXTENSION; "COPE ADDITION" DATE: JUNE 11,1999 QUANTITY UNIT ITEM UNIT PRICE TOTAL 8320 LF 8" SDR 35 PVC GRAVITY SANITARV SEWER $4.00 $33,280.00 18 EACH 4' DIA. SANITARY MANHOLE, 5' DEEP $2,000.00 $36,000.00 50 VLF EXTRA DEPTH MANHOLE $200.00 $10,000.00 3120 LF 0-5' TRENCHING $12.50 $39,000.00 2784 LF 5 - 8' TRENCHING $18.00 $50,112.00 1307 LF 8 - 10' TRENCHING $25.00 $32,675.00 357 LF 10 - 12' TRENCHING $40.00 $14,280.00 128 LF 12 - 14' TRENCHING $52.00 $6,656.00 202 LF 14 - 16' TRENCHING $65.00 $13,130.00 262 LF 16 - 18' TRENCHING $72.00 $18,864.00 160 LF 18 - 20' TRENCHING $85.00 $13,600.00 5200 LF TRENCH SAFETV $2.00 $10,400.00 5 EACH CLEANOUT (END OF LINE) $300.00 $1,500eOO 41 EACH 4" LONG CUSTOMER SERVICE w/ CLEANOUT $800e 00 $32,800.00 41 EACH 4" SHORT CUSTOMER SERVICE wi CLEANOUT $400.00 $16,400.00 360 LF GRAVEL STREETIDRIVE REPAIR $7.50 $2,700.00 1830 LF ASPHALT STREET/DRIVE REPAIR $10eOO $18,300.00 175 LF CONCRETE STREET/DRIVE REPAIR $13.00 $2,275.00 1 LUMP SUM LIFT STATION (DUPLEX SUBMERSIBLE) $100,000.00 $100,000.00 TOTAL CONSTRUCTION COST $451,972.00 HELlGIBLE FOR PRe-RATA COST SHARING 1 LUMP SUM LIFT STATION (DUPLEX SUBMERSIBLE) $100,000.00 $100,000.00 $0.00 $0.00 TOTAL 100,000.00 CONSTRUCTION COST APPLIED FOR PRO-RATA SHARING $351,972.00 THE ABOVE COSTS DO NOT INCLUDE HOOKING CUSTOMERS TO SEWER PRO-RATA SEWER EXTENSION "COPE ADDITION" 6 D FORTNER 100 0.344 $907.51 Ptof5 D RENDS LAND 98 0.337 $889.04 1 E BROOKS 125 0.43 $1 134.39 2 E SKINNER 100 0.344 $907.51 3 E HOPSON 100 0.344 $907.51 4 E ELLIOTT 100 0.344 $907.51 5 E ADAMS 100 0.344 $907.51 6-7 E PARSON 200 0.689 $1 817.66 UNPLATTED PROPERTIES 0 $0.00 SKAGGS 100 0.46 $1 213.53 WRIGHT 121 0.278 $733.40 THOMAS 98 0.45 $1187.15 HAYNES 98 0.45 $1187.15 SCOTT 98 0.45 $1187.15 THOMPSON 98 0.45 $1 187.15 MAXWEll 98 0.45 $1 187.15 HAYES 98 0.45 $1 187.15 LONG 98 0.45 $1 187.15 KENNEMER 158 0.725 $1 912.63 LINDSEY 250 1.148 $3 028.56 COLLINS 100 0.459 $1210.89 MIEDERHOFF 132.7 0.31 $817.82 SMITH 64.89 0.15 $395.72 WHITAKER 98 0.45 $1187.15 FAUGHT 98 0.45 $1187.15 RICKABY 98 0.45 $1 187.15 FANGIO 98 0.45 $1187.15 WOODARD 98 0.45 $1187.15 HAYES 98 0.45 $1187.15 SKIDMORE 98 0.45 $1187.15 SHARP 100 0.46 $1213.53 PEACE 406.2 1.848 $4 875.24 MCGEE 100 0.459 $1210.89 FORD 16.188 $42 705.81 CHETLAIN 8.5 $22423.98 SMITH 6.03 $15907.83 BURROW 0.921 $2429.70 VINCENT 14.379 $37 933.46 CALANTONIO 0.47 $1 239.91 GRIFFIN 0.39 $1 028.86 EXUM 2.479 $6 539,89 ,p.... PRO-RATA SEWER EXTENSION "COPE ADDITION" PRO - RATA SANITARY SEWER EXTENSION; "COPE ADDITION" on the front foot rule or other enuitable means in accordance with Citv of Paris Ordinance No. 1315 Section IX the estimated ore-rata cost are as follows: SUBURBAN ESTATES SUBDIVISION LOT BLOCK OWNER FRONT FEE' ACREAGE PRO-RATA SHARE 1-2-3-4 A BURROWS 400 1.16 $3 060.21 5 A RESSLER 125 0.43 $1 134.39 1 B BUSTER 100 0.344 $907.51 2-3 B STONE 200 0.689 $1 817.66 4 B WISE 100 0.344 $907.51 5 B HARPER 100 0.344 $907.51 6 B BROWN 100 0.344 $907.51 7 B OFFUTT 100 0.344 $907.51 8 B HOLLAND 79 0.181 $477.50 9-10 B HUSSEY 300 1.033 $2725.17 11 B MOSS 100 0.344 $907.51 12 B MC EWIN 100 0.344 $907.51 13 B JENKINS 100 0.344 $907.51 14 B MORGAN 100 0.344 $907.51 15 B BAGGERLY 100 0.344 $907.51 16 B HUTSON 100 0.344 $907.51 17-18 B LOVELL 200 0.689 $1817.66 1 C WHITAKER 100 0.344 $907.51 2 C BRYAN 100 0.344 $907.51 3 C BAZAZZADEH 100 0.344 $907.51 4 C PRICE 100 0.344 $907.51 5 C ROCK RADER PROPERTIES INC 100 0.344 $907.51 6-7 C GRAEF 200 0.689 $1 817.66 8 C HOEFFNER 100 0.344 $907,51 9 C BROWN 100 0.344 $907.51 10 C BRUNSON 100 0.344 $907.51 Ptof 12, 11 C HUDGENS 198 0.682 $1799.19 Ptof 12, 13 C WALKER 102 0.351 $925.98 1 D JONES 100 0.344 $907.51 2 D LANE 100 0.344 $907.51 3 D MORGAN 100 0.344 $907.51 4 and pt of5 D ROBERTS 102 0.351 $925.98 '. - - ENGINEER'S COST ESTIMATE CITY OF PARIS 150 SE 1ST P.O. BOX 9037 PARIS, TEXAS 75461-9037 (903) 785-7511 (903) 784-1798 (FAX) BY: ~..""",.... ...~ 0 F r"~ i:..~~~.*_.~~!-t~I'~, -<,)~. '. ll''I'J\ l* t \. ~ , .~ . *: \-1< 1......Ej.iiCf.SMiUi....\ " . --" l-'" \~\., 51564 <',)/~# ~ S. tL~l.o....."!!lI$Tl~~.' ~'" 01 ,., -""'('33 .......... ..~~ ,; '\---' ''1\ IONAl t,. ~ot:' ',,\,,~,........... EARL SMITH, P.E.. CITY ENGINEER b' (""-1'? PROJECT DESCRIPTION: PRO-RATA SAN'TARV SEWER EXTENSION; "COPE ADDITION" DATE: JUNE 11.1999 QUANTITY UNIT ITEM UNIT PRICE TOTAL 8320 LF 8" SDR 35 PVC GRAVITV SANITARV SEWER $4.00 $33,280.00 18 EACH 4' DIA. SANITARV MANHOLE, 5' DEEP $2,000.00 $36,000.00 50 VLF EXTRA DEPTH MANHOLE $200.00 $10,000.00 3120 LF o -5' TRENCHING $12.50 $39,000.00 2784 LF 5 - 8' TRENCHING $18.00 $50,112.00 1307 IF 8 - 10' TRENCHING $25.00 $32,675.00 357 LF 10 - 12' TRENCHING $40.00 $14,280.00 128 LF 12 - 14' TRENCHING $52.00 $6,656.00 202 LF 14 - 16' TRENCHING $65.00 $13,130.00 262 IF 16 -18' TRENCHING $72.00 $18,864.00 160 LF 18 - 20' TRENCHING $85.00 $13,600.00 5200 LF TRENCH SAFETV $2.00 $10,400.00 5 EACH CLEANOUT (END OF LINE) $300.00 $1,500.00 41 EACH 4" LONG CUSTOMER SERVICE w/ CLEANOUT $800.00 $32,800.00 41 EACH 4" SHORT CUSTOMER SERVICE w/ CLEANOUT $400.00 $16,400.00 360 LF GRAVEL STREET/DRIVE REPAIR $7.50 $2,700.00 1830 LF ASPHALT STREET/DRIVE REPAIR $10.00 $18,300.00 175 LF CONCRETE STREET/DRIVE REPAIR $13.00 $2,275.00 1 LUMP SUM LIFT STATION (DUPLEX SUBMERSIBLE) $100,000.00 $100,000.00 . TOTAL CONSTRUCTION COST $451.972.00 HEUGmLEFORPR~RATACosTSHAmNG 1 LUMP SUM LIFT STATION COUPLEX SUBMERSIBLE) $100,000.00 $100,000.00 $0.00 $0.00 TOTAL 100,000.00 CONSTRUCTION COST APPLIED FOR PRO-RATA SHARING $351.972.00 THE ABOVE COSTS DO NOT INCLUDE HOOKING CUSTOMERS TO SEWER. .--.. EXHIBIT A