HomeMy WebLinkAboutRES 88-047 RESOLUTION ADOPTING SPECIAL ASSESSMENTS RELATING TO THE IMPROVEMENT OF ST. ANTHONY BOULEVARD BETWEEN THE BURLINGTON NORTHERN RAILROAD AND THE SOUTH CITY LIMIT LINE Meeting Sheet
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ioissa
Box: 21
Folder: RES 1988
Document: RES 88-047 RESOLUTION ADOPTING SPECIAL
ASSESSMENTS RELATING TO THE IMPROVEMENT OF ST. ANTHONY
BOULEVARD BETWEEN THE BURLINGTON NORTHERN RAILROAD AND
THE SOUTH CIN LIMIT LINE
RESOLUTION 88- 047
A RESOLUTION ADOPTING SPECIAL ASSESSMENTS
RELATING TO THE IMPROVEMENT OF ST. ANTHONY.
BOULEVARD BETWEEN THE BURLINGTON NORTHERN
RAILROAD BRIDGE AND THE SOUTH CITY LIMIT LINE
WHEREAS, pursuant to proper notice duly given as required
by law, the Council has met and heard and passed upon all
objections to the proposed assessment for the improvement
of St. Anthony Boulevard between the Burlington Northern
Railroad Bridge and the south City Limit Line,
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF ST. ANTHONY, MINNESOTA:
1. Such proposed assessment, a copy of which is attached
hereto and made a part hereof, is hereby accepted and shall
constitute the special assessment against the lands named
therein, and each tract of land therein included is hereby
found to be benefited by the proposed improvement in the
amount of the assessment levied against it.
2 . Such assessment shall be payable in equal annual
installments extending over a period of 10- years, the f--first
of the installments to be payable on or before the first
Monday in January, 1990 and shall bear interest at the
rate of 8 percent per annum from the date of the adoption
of this assessment resolution. To the first installment
shall be added interest on the entire assessment from the
date of this resolution until December 31, 1989. To each
subsequent installment when due shall be added interest
for one year on all unpaid installments.
3 . The owner of any property so assessed may, at
any time prior to certification of the assessment to the
County Auditor, pay the whole of the assessment on such
property, with interest accrued to the date of payment,
to the City Treasurer, except that no interest shall be
charged if the entire assessment is paid within 30 days
from the adoption of this resolution; and the owner may,
at any time thereafter, pay to the City Treasurer the entire
amount of the assessment remaining unpaid, with interest
accrued to December 31 of the year in which such payment
is made. Such payment must be made before November 15
or interest will be charged through December 31 of the
next succeeding year.
•
4 . The City Clerk shall forthwith transmit a certified
duplicate of this assessment to the County Auditor to be
extended on the proper tax lists of the County, and such
assessments shall be collected and paid over in the same
manner as other Municipal taxes .
Adop ed by the Council this J3# day of DeCeM,Le C-
19
Mayo
City Clerkd
Reviewed for administration:
City Manager
ST. ANTHONY ASSESSMENTS
COST 9 TON ROAD (EXCL. CURB AND RESTORATION) $194,839. 57
• COST 5 TON ROAD (.EXCL. CURB AND RESTORATION) $100,302_21_
NET DIFFERENCE $94,537. 36
CITY 5 TON ROAD COST (1/2) COST 5 TON ROAD $50, 151. 11
GOLF COURSE 5 TON ROAD( 1/4) COST 5 TON ROAD $25,075.55
CEMETARY 5 TON ROAD (1/4) COST 5 TON ROAD $25,075.55
ENGINEERING COSTS $33,466.00
CONSTRUCTION TESTING COSTS $6,801 .00
------------
TOTAL ENGINEERING & TESTING COSTS $40,267.00
CITY ENG & TEST COST (1/2) COST $20, 133;50
GOLF COURSE ENG & TEST COST ( 1/4) COST $10,066. 75
CEMETARY ENG & TEST COST (1/4) COST $10,066. 75
GOLF COURSE CURB ASSESSMENT $21 ,352.20
CEMETARY CURB ASSESSMENT $21 ,214. 15
+++++++++++++++++++++++++++++++++++++++++++++++++++++++.++++++++++++++++++++++++++++++
INDIVIDUAL ASSESSMENT TOTALS
• GOLF COURSE ROAD COST $25,075.55
GOLF COURSE ENG & TEST COST $10,066.75
GOLF COURSE CURB COST $21 ,352.20
------------
TOTAL GOLF COURSE $56,494.50 2748 $20.56 per foot
CEMETARY ROAD COST $25,075. 55
CEMETARY ENG & TEST COST $10,066. 75
CEMETARY CURB COST $21 ,214. 15
------------
TOTAL CEMETARY $56,356.45 2726 $20.67 per foot
NET DIFFERENCE .I'N 5 & 9 TON- ROAD $94,537.36
CITY ENG & TEST COST $20, 133.50
CITY 5 TON ROAD COST $50, 151 . 11
------------
TOTAL CITY $164,821 .97
r
• TOTAL GOLF COURSE SIDE
---------------------------------------------------------------
UNIT PROJECT PROJECT
ITEM DESCRIPT UNIT PRICE TOTAL COST
---------------------------------------------------------------
Rmv Conc Curb LF $1 . 10 2732 $3,005. 20
Rmv B624 C & G LF . $1 . 10 16 $17. 60
Rmv 8" Strm Sew LF $5.05 33 $166.65
Rmv Bit Pavm 't BY $1 . 10 153. 2 $168. 52
Rmv Catchbasin EA $75.00" 2 $150.00
Saw. Bit Pavm 't LF $2. 45 68.5 $167. 83
Topsoil Borrow (LV) CY $7.60 194. 25 $1 ,476. 30
Conc C & G 8618 LF $4.05 2617 $10,598.85
Conc C & G B624 LF $7.60 10 $76. 00
Conc Drive Apron CY $135.00 29.4 $3,969.00
Sodding SY $1.50 1037.5 $1 ,556.25
•
-----------
SUB TOTAL GOLF COURSE $21 ,352. 20
• CEMETARY SIDE
-----------------------------------------------------------------
UNIT PROJECT PROJECT
ITEM DESCRIPT UNIT PRICE TOTAL COST .
------------------------------------------------=----------------
Rmv Conc Curb LF $1 . 10 2711 $2,9B2. 10
Rmv 8624 C & G LF $1 . 10 15 $16.50
Rmv 8" Strm Sew LF $5.05 33 $166.65
Rmv Pit Pavm't' SY $1 . 10 140 $154.00
Rmv Catchbas-in -EA $75.00 2 $150.00
Saw Pit -PavmIt LF $2. 45 50 $122.50 -
Topsoil Borrow (LV) CY $7.60 194.25 $1 ,476.30
Conc C & G P6.18 LF $4.05 2597 $10,517.85
Conc C & G B624 LF $7.60 10 $76.00
Conc Drive Apron CY $135.00 29. 6 $3,996. 00
Soddinq SY $1 . 50 1037. 5 $1 ,556. 25
•
-----------
SUP TOTAL CEMETARY $21 ,214. 15
• 5 TON ROAD COST
---------------------------------------=---------------------
UNIT PROJECT PROJECT
ITEM OESCRIPT UNIT PRICE TOTAL COST
-------------------------------------------------------------
Mobilization LS $9,525.00 1 $95525.00
Field Office EA $2, 175.00 1 $2, 175. 00
Unclass Excav CY $3.95 669:48 $2,644.44
Geotextile Fabric SY $0.70 11246.60 $7,872. 20
Aggr Class 5 TON $5. 15 37.23.46 $19, 175.82
Bit Mtr '1 /Mix TON $140.00 48. 30 $6,762. 00
Base Course TON $8.60 929:24 $7,991.46 - -
Bit Mtr ' l/Mix TON $140. 00 45. 30 $6,342.00
Wearing Course Mixtu TON $15. 75 809.09 $12,743. 17
Tack Coat GAL $1 . 20 236. 00 $285.60
Granular Bedng CY $8. 10 35.91 $290.87
6" Pert Drain Pipe LF $9. 10 136.00. $1 ,237.60
12" RC Pipe LF $35. 35 64.00 $2,262. 40
Rmv Conc P.avm't SY $1 . 45 9471.00 $13,732. 95
Bale Check EA $5.95 42.00 $249. 90
Pavm't Marking LS $335.00 1 . 00 $335. 00
Traffic Control Devi LS $3,000,00 1 .00 $3,000.00
Saar Bit Pavm't LF $2. 45 64.00 $156. 80
• Const CB Dsgn N EA $880.00 4 $3,520.00
------------
-.SUB TOTAL .5 TON ROAD 1100,302.21
ST ANTHONY ASSESSMENT
RCM NO. 861019-01
• TOTAL SECTION A COST
---------------------------------------------------------------
-UNIT PROJECT PROJECT
ITEM DESCRIPT UNIT PRICE TOTAL COST
---------------- ----------------------------------------------
Mobilization LS $9,525.00 1 $9,525.00
Field Office EA $2, 175. 00 1 $2, 175.00
Rmv Conc Curb LF $1 . 10 5443 $5,987. 30
Rmv B624 C & G LF $1 . 10 31 $34. 10
Rmv 8" Strm Sew LF $5.0.5 66 $333. 30
Rmv Conc Pavm't - - SY -- $1.45 94.71 - $13,73.2.95 = _ -
Rmv Bit Pavm't SY $1 . 10 321.6 $353.76
Rmv Catchbasin ' EA $75.00.' 4 $300.00
Saw Bit Pavm't LF $2. 45 182.5 $447. 13
Unclass Excav CY $3. 95 7699 $30,411.05
Topsoil Borrow (LV) CY $7.60 388.5 $2,952.60
Geotextile Fabric SY $0. 70 11246 #7,872.20
Aggr Class 3 TON $4. 30 8397.6 $36, 109.68
Aggr Class 5 TON $5. 15 7446.92 $38,351 .64
Bit Mtr ' 1 /Mix TON $14-0.00 84.5 $11 ,830.00
Binder Course TON $8.65 709 $6, 132.85
Base Course TON $8.60 929.24 $7,991 . 46
Bit Mtr '1/Mix TON $140. 00 45.3 $61342.00
• Wearing Course Mixtur TON $1.5. 75 . 809.09 $12,743. 17
Tack Coat GAL $1 . 20 475 $570.00
Granular Bedng CY $8. 10 35.91 $290.87
6" Perf Drain Pipe LF $9. 10 136 $1 ,237.60
12" RC Pipe LF $35. 35 64 $2,262.40
Const CB Dsgn N EA 5880.00 4 $3,520. 00
Conc C & G B618 LF $4.05 5213 $21 , 112.65
Cont C & G B624 LF $7.60 20 $152.00
Conc C & G B6 LF $7.05 $0.00
Conc Drive Apron CY $135. 00 59 $7,965.00
Bale Check EA $5.95 42 $249._90
Sodding SY $1 . 50 2075 $3, 112.50
Pavm't Marking LS $335.00 1 $335.00
Traffic Control Devic LS $3,000. 00 ' 1 $3,000.00
------------
SUB TOTAL SECTION "A" $237,433. 11
• 9 TON ROAD COST •
---------------------------------------------------
UNIT PROJECT PROJECT
ITEM DESCRIPTUNIT PRICE TOTAL COST
---------------------------------------------------
Mobilization LS $9,525.00 1 $9.525.00
Field Office EA $2, 175. 00 1 $2, 175.00
Unclass Excav CY $3.95 7699 $30,411 .05
Geotextile Fa SY $0. 70 11246 $7,872.20
Aggr Class -3 TON $4. 30 8397.6 . $36, 109.68
Aggr Class 5 TON $5. 15 7446. 92 . $38,351 .64
-Bit Mtr ' l-Mix TON $140. 00 84.5 $11 ,830.00
Binder Course TON $8. 65 709 $6, 132.85
Base Course .TON $8. 60 929. 24 $7,991 .46
Bit Mtr ' l /Mix TON $140. 00 45. 3 $6,342.00
Wearing. .Cours . TON $15. 75 809.09 $12,743. 17
Tack Coat GAL $1. 20 475 $570.00
Granular Bedn CY $8. 10 35. 91 $290.87
6" Perf Drain LF $9. 10 136 $1 ,237.60
12" RC Pipe LF $35.35 64 $2,262.40
Const CB Dsgn EA $880. 00 4 $3,520-.00
Rmv Conc Pavm SY $1 .45 9471 $13,732.95
Bale Check EA $5. 95 42 $249.90
• Pavm't Markin LS $335. 00 1 $335.00
Traffic Contr LS $3,000. 0.0 1 $3,000.00
Saw Bit Pavm' LF $2.45 64 $156.80
------------
SUB TOTAL. 9 TON ROAD $194,839.57