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Home My WebLink About1960-02-08 86-M ORDERIntroduced by Councilor Higgins 86-N i CITY OF BANGOR (TinE.) aCirbBT Accepting the report of.,,CIfY E gineer on new serer BY the City Coural of ite MY of Bascom; ORDERED, THAT the attached report showing the cost of the new construction of the Woodlawn Trunk Sewer, together with a list of possible assessments, be accepted and a date set for a Public Hearing on the proposed assessments. IN CITY COUNCIL February 8, 1960 Referred to Public Works Committee, Clerk directed to advertise Public Hearing to be held February 24. Tabled CITYK IN CITY COUNCIL February 24, 1960 Taken from table, Public Hearing held, PASSED C_ CITY K 86-M ORDER Mile, Accepting. the. Report. of .City. Engineer on New Sewer Construction I�vtrodaeedby M�IfMktd l JComsllmen CITY OF BBNDLR PUBLIC NOTICE ILL oill� wb `° VOL 12" PAV, �uD "It COO, . uxv L i'. M: p. M" 4w pill If 44"1 VIVO,vt xv. ,•uv° IVOL, ev.Om Of ..: V7i,e o -A. VOL 110.1, VOL IV I.a. ,...d; 29 :'r.0" . �°YaiOrm LItlN51AWXXIYlA9bY 1LM'df A3MSIXMNXXTX'AX']TIASIAAI' Segscgm Papu4 -:- f'YfI�TTs_t (TITLE.) ORDER, Accepting the Report of City Engineer on New Sewer Construction. By the City Council of the City of Bangors MDEHED, THAT the attached report showing the coat of the new construction of the Wocdlawn Trunk Sewer, together with a list of possible assessments, be accepted and a date set for a public Hearing on the proposed assessments. CITY OF BANGOR Engineering Department To the Municipal officers: February 3, 1960 Pursuant to Council orders No. 181-1. and No. 236-L, both of which were passed August 30, 1959, directing the City Engineer to lay out and construct a publio drain or common sewer extending from State Street to Mt. Hope Avenue, and also extending along W. Hope Avenue easterly from Howard Street, the City Engineer submits the following reports The total installation amounted to 5,778 feet and consisted of 840 feet of 24" reinforced concrete pipe, 2,620 feet of 18" reinforced concrete pipe. 1,496 feet of 12" vitrified clay pipe, 42 feet of 10" vitrified clay pipe and 780 feet of 8" vitrified pipe together with 17 now manhole ventilators and one new cate5 basin. The total cost of this construction amounted to $63,389.57. Me cost of 840 feet of 24" concrete pipe, 216 feet of 12" vitrified clay pipe, and the appurten- ances amounted to $12,457.11 and is not to be included in the cast to be used for assessment purposes, since this portion of the sewer was replacement for an existing a which served the Bangor State Hospital,and which had failed in several places and thus had to be rebuilt. Also it has been the policy of the City trot to assess the abutting property Owner OO the basis of the actual cost Of the construction when large pipes have been required as part of a trunk sewer installation, but rather to base the assess- ment :-ment on what the cost would have been had 12" sewer pipe been used. Accordingly, if 12" pipe had been installed in place of the 2,620 feet of 18" pipe, the cast of the project would have been decreased by the amount of $4,547.10. CITY OF BANGOR Engineering Department February 3, 1960 To the Municipal Offlcers: Pursuant to Council Orders No. 187—L and No. 236—L, both of which were passed August 10, 1959, directing the City Engineer to lay out and construct a public drain or common sewer extending from State Street to Mt. Hope Avenue, and also extending along Mt. Hope Avenue easterly from Howard Street, the City Engineer submits the following report. The total installation amounted to 5,778 feet and consisted of 840 feet of 24" reinforced concrete pipe, 2,620 feet of 18" reinforced concrete pipe, 1,496 feet of 12" vetrlfied clay pipe, 42 feet of 10" vetrlfied clay pipe and 780 feet of B" vetrlfied pipe together with 17 new manhole ventilators and one new catch basin. The total cost of this construction amounted to $63,389.57. The cost of 840 feet of 24" concrete pipe, 216 feet of 12" vetrlfied clay pipe, and the appurtances amounted to $12,457.11 and is not to be Included in the cost to be used for assessment purposes, since this portion of the sewer was a replacement for an existing sewer which served the Bangor State Hospital, and which had felled in several places andthus had to be rebuilt. Also it has been the policy of the City not to assess the abutting property owner n the basis of the actual cost of the construction when large pipes have been required as part of a trunk sewer Install aflon, but rather to base the assessment o what the cost would have been had 12" sewer pipe been used. Accordingly, if 12" pipe had been Installed In place of the 2,620 feet of 18" pipe, the cost of the project would have been decreased by the amount of $4,547.10. Therefore, the cost of this sewer construction for assessment purposes amounts to $63,389.57 less $12,457.11 less $4,547.10 or $46,385.36. Then 75%of $46,385.36 or $34,789.02 may be assessed against the property benefited. It is recommended that the amounts as shown be approved for the record, but that thepayment of these amounts not become due until time of entry Into the sewer Is requested. A list of recommended assessments follows: Sewer Between Garland Street and Mt. Hope Avenue West Side of Sewer Location Mount of Name Lot No. Frontage Assessment Sarah Goes 1,497.01 6,343.38 Vol. 1254, Page 471 Woodlawn Development Corp. 449.51 1,904.71 Vol. 1254, Page 471 Vol. 1262, Page 96 Vol. 1694, Page 294 ■r, Noca1P"n Development Co", 3-0-5-6-7 500.0' 2 113.70 Vol. 1263, Page 402 B 100.01 423.70 9 112.11 4' .01 State of Ma the 1IW0.0, Respectfully submitte , James L. Macleod /a/ City En A Public Passing will W held in the Council Room, City Hall, Bangor, Wim, February 240 1960 at B,CO o'clock P.N. All Persons far or against the aWmai of this Order nay be Ward, if they desire. PER ORDER CITY COUNCIL February 160 1960 Jay E. Alley, City Clerk Sewer Between Garland Street and Mt. Hope Avenue seat Side of Sewer Location Name Lot No. Frontage Sarah Coco 11497.0' Vol. 1254, Page 471 Wocdlawn Development Corp. 449.5' Vol. 1254, Page 471 Vol. 1262, Paye 96 Vol. 1694, Page 294 Name Sarah Goes Vol. 1254, Page 471 Woodlawn Development Corp. Vol. 1254, Page 471 Vol. 1262, Page 96 Vol. 1694, Page 2% East Side of S cation Lot No. Frontage 1,513.0' 21178.5' Along W. HoPe Avdnue North Side Name Lot N0. Frontage Saovel Kaskin 700.0' Vol. 1343, Page 293 Woodlawn Development Corp. 60 154.9' Vol. 1263, Page 402 63-64-65-66-67- 68-69-70 950.0' 73-74 185.0' Along Mt. Hope Avenue South side Now Lot No. Frontage WLESl-N, Inc. 400.0' Vol. 1631, Page 195 Vol. 1679, Page 143 W*Odlown Development Corp. 1 100.0' Vol. 1263, Page 402 Pilgrim Orthodox 220.0' Presbyterian Church Vol. 1694, Page 294 Amount of Assessment 6,343.38. 1,904.71 Amount of Assessment 6,411.18 1,180.11 Amount of Assessment 2,966.18 656.37 4,025.53 783.92 Amount of Assessment 1,694.96 423.74 932.23 Sarah Goos Vol. 1254, Page 471 Woodlawn Development Corp. Vol. 1254, Page 471 Vol. 1262, Page 96 Vol. 1694, Page 294 Name Samuel Kaskin Vol. 1343, Page 293 Woodlawn Development Corp Vol. 1263, Page 402 Name WIBZ-TV, Inc. Vol. 1631, Page 195 Vol. 1679, Page 143 Woodlawn Development Corp. Vol. 1263, Page 402 Pilgrim Orthodox Presbyterian Church Vol. 1694, Page 294 Woodlawn Development Corp. Vol. 1263, Page 402 State of Maine Along Mt. Hope Avenue North Side Let No. 60 63-64-65-66-67- 68-69-70 73-74 Along Mt. Hope Avenue South Side Lot No. Frontage 1,513.01 278.51 Amount of Assessment 6,411.18 1,180.11 East Side of Sewer Location Name 154.91 656.37 Lot No. 4,025.53 Sarah Goos Vol. 1254, Page 471 Woodlawn Development Corp. Vol. 1254, Page 471 Vol. 1262, Page 96 Vol. 1694, Page 294 Name Samuel Kaskin Vol. 1343, Page 293 Woodlawn Development Corp Vol. 1263, Page 402 Name WIBZ-TV, Inc. Vol. 1631, Page 195 Vol. 1679, Page 143 Woodlawn Development Corp. Vol. 1263, Page 402 Pilgrim Orthodox Presbyterian Church Vol. 1694, Page 294 Woodlawn Development Corp. Vol. 1263, Page 402 State of Maine Along Mt. Hope Avenue North Side Let No. 60 63-64-65-66-67- 68-69-70 73-74 Along Mt. Hope Avenue South Side Lot No. Frontage 1,513.01 278.51 Amount of Assessment 6,411.18 1,180.11 Amount of Frontage Assessment 400.01 1,694.96 100.01 423.74 220.01 932.23 3-4-5-6-7 Amount of Frontage Assessment 700.01 2,966.18 154.91 656.37 950.01 4,025.53 185.01 783.92 Amount of Frontage Assessment 400.01 1,694.96 100.01 423.74 220.01 932.23 3-4-5-6-7 500.01 2,118.70 8 100.01 423.74 9 112.11 475.01 1,050.01 Respectfully submitted, James L. MacLeod City Engineer OS40 NW —, oz/ on oz/ oz/ nz� azl ozl oz/ ozi ozi ! I /L OL / 9 89 � G� ! 99 S" p9 F9 Z9 i �l7/J�/lli �"��JH 1z1v r'b Hw s. �i ,rw si 9<.a<✓ {Jr f/0+ —, oz/ on oz/ oz/ nz� azl ozl oz/ ozi ozi ! 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