HomeMy WebLinkAbout2008 11-17 CCP Joint Session with Financial Commission Agenda
Brooklyn Center City Council
Brooklyn Center Financial Commission
]oint Work Session on 2009 Operations and Capital Budgets
Monday, November 17, 2008 6:30 PM
City Council Chambers
1) Call to Order
2) Review 2009 2023 Capital Improvements Plan
3) Review 2009 Capital Project Funds Budgets
i) Capital Improvements Fund
ii) MSA Construction Fund
iii) Infrastructure Construction Fund
iv) EBHC Capital Projects Fund
v) Technology Capital Fund
4) Review 2009 Internal Service Funds Budgets
i) Central Garage Fund
ii) Post Employment Benefit Fund
iii) Compensated Absence Fund
5) Review 2009 Special Revenue Funds
i) Grants Fund
ii) Tax Increment Districts Funds
6) Review 2009 Liquor Fund for change proposal
i) Store Expansion
ii) Telephone System
7) Review Proposed Reorganization of Community Development Department
i) Reorganization Review
ii) 2009 CDBG Budget Review
8) Overall 2009 Budget Review
_Pr�per�.y Tax Apprc�vals
ii) Expected Property Tax Impacts
iii) Other
9) Miscellaneous Items
10) Adjournment
�m�
p e
s v� i �x
"s".,'' r .':1 a �?3� 3� �a. s c.'
k a.. l�i �r a u�.,�. .t"�„ ..w...
y
r3!� s¢`e.:: TF y� •i• s" z<.. N 9 J Y a
r 5,., ...M ,s, �y s"r..,:.H.k
�+?:9r 3 ,1 .i..e..�i YE 8 i �r 3 �'4' .i ;M �.'xc
3 a ,Y..r r m g 7� ssiG 'i.` i .l'. a.?� 'h :r. l
.U,Y �r R�.,y 3 3..:. N a .;..3- ,.A, o ���:5 a p? :A d �a
tI. ,'4 .r 4t l 7u s":.: s s 'ss ..s "i,. f �.2 sY,� i�.:� 5;:}
:�E a 1� d3'�f 3. a s�
.s 1� �:rc'�. w ,sx ,ya
s„ 1 d �„�S t. r a a r,...a ��'f� s�` "r r'� �z d=�
f� ;;3r 'i^. n# �ti'� �t r. 'i v 3
�z�. 5� g�'�r'�...�.1 `c.:. �c a�' x
xs XS. 1• .�,x E t7 Y .f�H L zI` sN,r �u`
n x'^� �i. 3 a, a,�.
3 a t a r a
V u�
�,a.� i g E��S n �`t" a.
r 3
r
a
A
8 A
t f i ^�t s m x� 7+
4.''. u 1t; 1 a r �1 ay
1' i i o� $d �t e ;�.1j ,a �a
`�W, d3, 2`� f �u k
a� y p s
w
�i� r�` s�
i
r
�o;
I
Cit of Brook� n Center
y y
for the fisca ear endin December 31, 2009
Y g
Ca it� m rovement P a n: 2�C��-2C�23
p p
Special Street MSA Storm Drainage Sanitary Sewer Water SVeet Light Capital Projects To Be Totai Project
Project Assessments Reconst. Fund Fund Utility Utility Utility Utility Fund Determined Cost
2009
�Aldrich Neiphborhood I $441,000 I $850,000 I $0 I $1,447,000 I 3285,000 I $205,000 I $38,000 $0 I $0 I 53.268,000)
etland 639W participation with SCWMC i $0 I $0 $0 I $165,800 I $0 I $0 I $0 y0 I $0 5765,800�
Shingle Ck Trail Central Park to CR 10 i $0 I $0 $0 f $0 I $0 1 30 I 30 I 395,000 I SQ 1 595,000�
rboreWm South Parking Lot ReconsWction I $0 I $0 I SO 1 $0 I SO I $0 I $0 $21,000 I 30 I 521.00
est Central Park Trail Rehabilitation $0 I $0 I SO SO I a0 50 I $0 I 3140,000 I SD I 5140,000
Automated Meter Reading Program a0 $0 $0 I $0 3687.250 �$2.061,750 $0 I SO I SO I S2.749,00
CenterUrook Golf Course Watermain Replacement $0 I SU I $0 I SO $0 I 3190,000 I SD I SO I SO 5190.
Sanitary Sewer Lining at Brooklyn Dr. and 1-694 30 I 30 I $0 I $0 I $51,000 I 30 I 30 1 30 I SO I 551.0
IShinslle Creek Pkwy/69th Ave Street Improv I $0 I $0 I $650,000 I $0 I 30 I 30 I $0 I SO I SO I 56�.�
EmerQencv Bvpass for lNl Station 6 a0 I SO I 30 I $0 I 5102,000 I SO I $0 I 30 I SO 5102. I
Capital Buildin� Maintenance Program 2009 i a0 I 30 I 30 I EO I 319.900 I $56.100 I SO I SO I 5172.500 I 5248:5
NorthDOrt Tennis CouA ResurtaGng I SO I EO I $0 I EO I �0 I SO I SO I 524,000 I SO I 524.
est Palmer Park Tennfs CouA Resuriacing $0 I 30 I 30 I $0 I SO f 30 I SO I E22.000 I SO I 522.
Riverdale Open Picnic Shefter I ao I 3o I 3a I 5o I 3o I So so I sss,000 Eo 5se,o i
2009 Subtotal y441,000 $850,000 $650,000 51.612,800 31,145,150 $2,512,850 538,000 $370,OQ0 5172,500 $7,792,30
2
v n P n:2009-202�
Ca �ta m ro eme t a
p p
Total Funding Average Annual Percent of
Need 2Q09-2023 Funding Need Total Need
Water Utility $15,840,450 $1,056,030 17%
Sanitary Sewer Utility $12,273,950 $818,263 14%
Storm Drainage Utility $17,064,000 $1,137,600 18%
Street Lighting Utility $879,700 $58,647 1%
Municipal State Aid $9,085,0� $605,667 10%
Street Reeonstruction Fund $12,570,200 $838,013 13%
Capital Projects Fund $2,596,000 $173,067 3%
Special Assessment Collections $17,928,400 $1,195,226 19%
Funds To Be Determined $5,084,900 $338,994 5%
TOTAL $93,322;6Q0 $5,967,720 100%
3
-2 23
Ca �ta m rove m e nt P a n. 2009 0
p p
Capital ImProvement Program by Funding Source
I
FundsTo Be
Determined, 5%
StreetLight,1% Capital Projects, 3%
4
Ca ta
Pro ect Fu nds
p
Ca ita m rovements �und
p p
Reconstruction of Shingle Creek Trail form Central Park to
County Road 10
Reconstruction of Arboretum South Parking Lot
Reconstruction of the West Trail system at Central Park
Resurface Northport Tennis Courts
Resurface West Palmer Lake ParkTennis Courts
Riverdale Open Picnic Shelter
5
City of Brooklyn Center
Capital Improvements Fund Cash Flows Analysis
Actual Actual Estimated Proposed Projected Projected Projected Projected
2006 2007 2008 2009 2010 2011 2012 2013
Revenues
Transfer in General Fund
Transfer in Liquor Fund 125,000 125,000 135,000 135,000 135,000 135,000 135,000 435,000
Intergovernmental Revenue
Debt Payment Golf Course 7,512 15,000 15,000 15,000 15,000
Misc Revenue 58,298 56,154 42,692 10,300 6,172 6,656 4,389 (1,6637
Total Revenues 190,810 181,154 177,692 145,300 156,172 156,656 154,389 148,337
Expenditures I
Personal Services
Supplies 2,400
Services 21,660 33,097 58,959 20,000
Depreciation
Debt Service
Total Expenditures 21,660 35,497 58,959 20,000
CapitalOutlay 490,499 75,339 200,988 370,000 132,000 270,000 457,000 20,000
Total Cash Requirement 512,159 110,836 259,947 390,000 132,000 270,000 457,000 20,000
Beginning Cash Balance 879,120 584,298 635,570 553,315 308,61.5 332,787 219,443 (83,168)
Changes in Assets/Liabilities 26,527 (19,046�
Revenues 190,810 181,154 177,692 145,300 156,172 156,656 154,389 148,337
Expenditures (512,159) (110,836)' (259,947) (390,000) (132,000) (270,000) (457,000) (20,000)
Depreciation Add-Back
Ending Cash Balance 584,298 635,570 553,315 308,615 332,787 219,443 (83,168) 45,169
Assumptions:
Expenditures
Capital outlay is from the 2008 CIP and adjusted for estimated ENR Construction Index for each year in the five year period.
6
Ca ta P ro e ct Fu n d s
p
Municipa State Aid Construction Fund
Shingle Creek Parkway/69t" Avenue Improvement
City of Brooklyn Center
Municipal State Aid (MSA) Fund Cash Flows Analysis
Actual Actual Estimated Proposed Projected Projected Projected Projected
2006 2007 2008 2009 2010 2011 2012 2013
Revenues
Fund Transfer
MSA Allotment 545,832 1,188,845 90,000 750,000 750,000 750,000 750,000 750,000
Misc.Operating
Misc. Non-operating (Interest) 19,361 25,302 25,309 20,000 (171) 4,241
Total Revenues 565,193 1,214,147 115,309 770,000 749,829 750,000 750,000 754,241
Expenditures
Personal Services
Supplies 24,681 25,525 33,500 25,000 25,000 25,000 25,000
Services 35,551 35,898 26,955 91,900 65,000 65,000 65,000 65,000
Depreciation
Debt Service 2,294 10,580 3,652
Total Expenditures 35,551 60,579 52,480 127,694 90,000 100,580 93,652 90,000
CapitalOutlay 381,445 734,097 802,000 650,000 1,442,000 303,000 688,000
Total Cash Requirement 416,996 794,676 854,480 777,694 1,532,000 403,580 93,652 778,000
Beginning Cash Balance 98,362 262,795 738,322 (849) (8,543) (790,714) (444,294) 212,054
Changes in Assets/Liabilities 16,236 56,056
Revenues" 565,193 1,214,147 115,309 770,000 749,829 750,000 750,000 754,241
Expenditures (416,996) (794,676) (854,480) (777,694) (1,532,000) (403,580) (93,652) (778,000)
Depreciation Add-Back
Ending Cash Balance 262,795 738,322 (849) (8,543) (790,714) (444,294) 292,054 188,295
J
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
Revenues
2009 Allotment of MSA from the State will not change appreciably without major changes in the gas tax or in the alotment of gas tax between ciites
Expenditures
Capital outlay is from the 2009 CIP and adjusted for estimated ENR Construction Index for each year in the five year period.
8
Ca ta P ro ect Fu n ds
p
nfrastructure Construction Fund
Funding provided by Utilities�and other Capital Project Funds
as well as assessments/bond sales
Bond sales done every other year
Applicable projects for 2009
Aldrich Neighborhood
Shingle Creek Parkway/69t" Avenue Improvement
9
Ga ta Pro ect Fu nds
p
Street Reconstruction Fund
Proceeds from Franchise Fees deposited in this account
Applicable Projects for 2009
Aldrich Neighborhood
I
la
I
City of Brooklyn Center
Street Reconstruction Fund Cash Flows Analysis
Actual Actual Estimated Proposed Projected Projected Projected Projected
2006 2007 2008 2009 2010 2011 2012 2013
Revenues
Fund Transfer
Franchise Fees 658,410 658,620 660,000 680,000 680,000 680,000 680,000 680,000
Misc.Operating
Misc. Non-operating 91,903 102,195 40,296 35,000 14,000
Total Revenues 750,313 760,815 700,296 715,000 694,000 680,000 680,000 680,000
Expenditures
Personal Services
Supplies
Services
Depreciation
Debt Service
Total Expenditures
CapitalOutlay 617,673 1,153,699 1;050,000 850,000 1.422,000 1,034,000 860,000 866,000 I
Total Cash Requirement 617,673 1,153,699 1,050,000 850,000 1,422,000 1,034,000 86Q000 866,000
i
I
Beginning Cash Balance 1,683,214 1,815,313 1,422,781 1,073,077 938,077 210,077 $(143,923) $(323,923) I I
Changes in AssetslLiabilities (541) 352
Revenues` 750,313 760,815 700,296 715,000 694,000 68Q,000 680,000 680,00�
Expenditures (617,673) (1,153,699) (1,050,000) (850,000) (1,422,000) (1,034,000) (860,000) (866,000)
Depreciation Add-Back
Ending Cash Balance 1,815,313 1,422,781 1,073,077 938,077 210,077 $(143,923) $(323,923) b(a09,923)
Assumptions;
Cash basis
All assumptions are predicted on Cash Basis presentation.
Revenues
Year 2009 and forward are predicted on a 3% increase in fees once every three years.
Expend itu res
Capital outlay is from the 2009 CIP and adjusted for estimated ENR Construction Index for each year in the five year period.
11
Ca ta P ro e ct Fu n d s
p
Eare Brown Heritage Center
Funded by annual transferfrom EBHC operations
A licable Pro'ects for 2009
pp J
South Carriage Hall Window Replacement
Carriage Hall Wall Panel Replacement
D Barn Roof Replacement
Facility Security System
Carriage Hall Electronic Reader Board
Telephone System Replacement/Upgrade
Scheduled Replacements of Server and Network Switch
12
City of Brooklyn Center
EBH.0 Capital Projects Fund
Actual Actual Estimated Proposed Projected Projected Projected Projected
2006 2007 2008 2009 2010 2011 2012 2013
Revenues
Transfer from EBHC Operation: 303,500 230,000 250,000 200,000 200,000 200,000 200,000 200,000
Misc.Operating
Mise. Non-operating 10,819 12,487 7,290 3,614 1,940 619 1,432 2,760
Total Revenues 314,319 242,487 257,290 203,614 201,940 200,619 201,432 202,760 I
Expenditures l i
Personal Services I
Supplies
Services 79,362 I
Depreciation
Debt Service
Total Expenditures 79,362
CapitalOutlay 40,903 279,250 300,269 287,300 268,000 160,000 135,000 90,000
Total Cash Requirement 120,265 279,250 300,269 287,300 268,000 160,000 135,000 90,000 I�
Beginning Cash Balance 117,193 260,864 223,687 180,708 97,022 30,963 71,582 $,138,013
Changes in AssetslLiabilities (50,383) (414)
Revenues 314,319 242,487 257,290 203,614 201,940 200,619 201,432 202,760
Expenditures (120,285) (279,250) (300,269) (287,300) (268,000) (160,000) (135,000) (90,000)
Depreciation Add-Back
Ending Cash Balance 260,864 223,687 180,708 97,022 30,963 71,582 138,013 250,774
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
13
Ca ta Pro ect Fu nds
p
Techno ogY Fund
Funded by annual transfer from General Fund
Applicable Projects for 2009
Server Hardware (Scheduled Replacements)
Network Hardware (Scheduled Replacements)
Network Infrastructure (Central Garage Cabling)
Digital Dictation for Police Department
Mobile Computing Devices/Printers in Police Vehicles (Scheduled
Replacement)
Security Card Access for City Hall Community Center
Telephone/Voice Mail System (Scheduled Replacement)
Security Monitoring for City Hall Community Center
14
City of Brooklyn Center
Technology Capital Fund
Actual Actual Estimated Proposed Projected Projected Projected Rrojected
2006 2007 2008 2009 2010 2011 2012 2013
Revenues
Tranfsfers In 70,000 70,000 70,000 70,000 70,000 70,000 70,000 70,0�
Misc.Opera#ing 1,020
Misc. Non-operating 18,641 23,482 11,098 6,003 1,968 2,755 ,3,847 4,506
I
Total Revenues 89,661 93,482 81,098 76,003 71,968 72,755 73,847 74,506
Expend itu res
Personal Services
Supplies
Services
Depreciation
Debt Transfer
Total Expenditures
Capital Outlay 22,575 39,737 221,064 345,000 19,500 29,885 183,470
Total Cash Requirement 22,575 39,737 221,064 345,000 19,500 29,885 183,470
Beginning Cash Balanoe 434,337 486,431 540,176 400,210 131,213 183,681 256,437 300,398
Changes in Assets/Liabilities (14,992)
Revenues 89,661 93,482 81,098 76,003 71,968 72,755 73,$47 74,506
Expenditures (22,575) (39,737) (221,064) (345,000) (19,500) (29,885) (1$3,470) I
Depreciation Add-Back
Ending Cash Balance 486,431 540,176 400,210 131,213 183,681 256,437 300,398 191,434
Assum ptio ns:
CasM basis
All assump6ons are predicted on Cash Basis presentation. I
15
nte rn a Se rvi ce Fu n ds
nterna Service Funds have no externa sources of revenue.
They operate by providing services to the other funds and
Department of t �e City. Those services are paid for by
transfers from other City funds. The purpose of this proc�ss
is to se re ate funds for s ecific purposes re ated to the I
g g p
operation of the Fund I
Centra! Gara e Fund
g
Post Employment Benefit Fund
Compensated Absence Fund
16
Citv Dept Description Net Cost
#0017 Streets Tandem Roller $32,124
#0024 Storm Drainage Sweeper $140,043
#0037 Storm Drainage 1 Ton Truck Body $32,541
#0038 Streets Crack Sealer Applicator $40,500
#0057 Streets Staff Car $16,740
#0093 Streets Single �le Dump Truck $144,709
#0094 Streets Single �le Dump Truck $144,300
#O 105 Fire Dodge Caravan $20,321
#0220 Parks 72" Mower $22,578
#0227 Parks 72" Mower $22,578 I
#0256 Parks Tractor w/Loader $37,526
#0311 Police Ford Crown Vic Urnnarked $28,547
#0312 Police Chevylmpala Unmarked $18,798
#0318 Police Community Service Van $22,855
#0334 Police Ford Crown Vic Unmarked $28,547
#0356 Police RadarTrailer $15,256
#0326 Police Ford Crown Vic Marked $28,707
#0331-0333 Police Ford Crown Vic— Marked (28,574 ea.) $85,722
#0601 Water Staff Pick Up $18,275
#0701 Comm Dev Staff Car $16,963
4 Mobile Radios 2,800
Total C.G. Capital Outlay Requests for 2009 $920,430
S ec a Reven ue Fu nds
p
Grants Fund
Auto Theft Grant
One police officer funded for six months to the end of the grant cycle.
Transferred to the General Fund as of 1 July 2009.
COPS Grant
Two police officers funded for six months to the end of the grant cycle.
Transferred to the General Fund as of 1 July 2009
Recreation Grants
Fund assures that donations and grants for recreational programs do not
get absorbed into the General Fund balance at the end of a fiscal year.
Ig
R v n ue Fu nds
S ec a e e
p
TI F District #2
In effect until July, 2010.
All debts are paid
Receipts accumulate in the fund until decertification. Portions may
be proposed for use under the 25% regulations.
T F District #3
Housing portion of TIF District expected to be 3,390,000 at
31 December 2008
Debt Service on three bond issues
2004 Refinancing B�nds 1,665,000 73,681 1,738,681
2004 Revenue Bonds 685,000 717,068 =1,402,068
2008 Revenue Bonds 410,000 42,145 452,145
TOTAL 3,592,894
19
S ec a Reven ue Fu nds
p
TIF District #4
Only used for payment of note with Twin Lakes Partnership and
Joslyn Manufacturing.
97.5% of TI F goes to note holders for P& I.
2.5% of TIF stays in Fund for administrative costs
20
uor Fund
a
Two changes are proposed since the ast review of this fund:
Inclusion of the two BC Liquor stores in the telephone system
replacement. This will allow the stores to be connected to the
City's main system. Cost will be:
Store 1 8,004
Store 2 5,200
The new system will save approximately 2,600 per year in
telephone system fees because the sfores will be part of the
City's system and not have to pay for separate service from
Qwest. This will provide full payback on the project in about 5
years.
21
uor Fu nd
a
Two changes are proposed since the ast review of this fund:
Expansion of the area in BC Liquor Store 1
Additional Annuai Cost 30,052
Potential Savings on the first 4.5% of products 30,190
22
BC Liquor Cash Flows
Actual Actual Estimated Proposed Projected Projected Projected Projected
2006 2007 2008 2009 2010 2011 2012 2013
Reven ues
Customer Receipts 5,159,152 5,473,017 5,690,823 5,500,000 5,555,000 5,610,550 5,666,656 5,723,�22
Misc.Operating 7,894 13,275 4,385 9,800 9,800 9,$00 9,800 9,800.
Misc. Non-operating 37,095 53,219 32,750 24,000 29,075 30,068 30,330 29,805
Total Revenues 5,204,141 5,539,511 5,727,958 5,533,800 5,593,875 5,650,418 5,706,785 5,762,927
Expenditures
Personal Services 468,976 527,273 632,803 656,878 683,153 710,479 738,898 768,454
Supplies 25,291 24,279 31,966 60,942 62,770 64,653 66,593 68,591
Services 442,208 451,159 471,416 510,010 525,310 541,070 557,302 574,021
Costof Good Sold 3,911,016 4,125,817 4,268,117 4,054,115 4,082,925 4,123,754 4,164,992 4,206,642
Depreciation 26,359 26;359 26,382 26,500 26,500 26,500 26,500 26,500
Debt Transfer
Total Expenditures 4,873,850 5,154,887 5,430,684 5,308,445 5,380,659 5,466,456 5,554,285 5,644,208
Capital Transfer 125,000 125,000 346,470 265,490 200,000 200,000 200,000 200,000
Total Cash Requirement 4,998,850 5,279,887 5.777,154 5,573,935 5,580,659 5,666,456 5,754,285 5,844,2Q8
Beginning Cash Balance 720,417 949,471 1,199,465 1,176,651 1,163,016 1,202,733 1,213,195 1,192,195 I
Changes in Assets/Liabilifies (2,596) (35,989)
Revenues 5,204,141 5,539,511 5,727,958 5,533,800 5,593,875 5,650,418 5,706,785 5,762,927
Expenditures (4,998,850) (5,279,887) (5,777,154) (5,573,935) (5,580,659) (5,666,456) (5,754,285) $(5,844,208)
Depreciation Add-Back 26,359 26,359 26,382 26,500 26,500 26,500 26,500 26,500
Ending Cash Balance 949,471 1,199,465 1,176,651 1,163,016 1,202,733 1,213,195 1,192,195 1,137,414
23
I
�arki�n�
I
��ir�r €r����•
r �r
�o'-C" �B' !v'-D" 1E'-0' t
i
EnlTRV
—_--y i
.�AltZiT'�
MuR�ic.�P� �RLkT r��t� �at�.�hc e�. ���aus�iF�.
i I�t;C'lYt �!Jf'S �+VFpi '���RE; 1liG•'L•S7
b3�(� `'F 'E5UU Sf 1A7�5� 1r]0 Sr �flG!� 5r
R
1
I
�l�
l
,1
SEEtVI�Y f LOP�[31M�
i
1 •^f q i -A:
I ��i t��� r-�-=_ <G •'r G�'�. .::LL t, P NiFr�..._RPub� �.JM
y I H= �..TF-QI:7F; r .t,C.t v'� 'vLl L:'C F"�i. �C �i
1 r�T- I �N_ .rL�'�_FZ. �f; t.r? •:.�IY G•=M131FJ� W L_�
IOSAc7Kbool.6U Wc��rl :)YYSIY�iI hwrq Nmlu
�tlC� �,��a�,,.� i7Yia
„�..pea��„�ae�o�� 1! �.f 3aw `'g'�" 'va: "�Y,.0
rL
ft� ;Bf7i 8�]] J�90} :x�.�} 6f �g
B�Csr3l�.lY�d GENIER� ��ifti�SUT1,
........u, n...�. r �.o..
4apyu/IA _•.�w�+'.�
I
24
�e a rtment of Busi ness a nd
p
e i h bo rh ood �eve o m e nt
p
Pannin
g
Comprehensive planning
Plan review and approval
PUD approval
Community Marketing
Business development general outreach efforts
Business journal advertizing
Deveioper and Realtor contacts
Other internal/external marketing efforts
Chamber of Commerce and local business association
activities
25
Business Retention
Retention contacts and business needs survey
Assistance referrals
Business ombudsman
Business Attraction
Development agreement negotiations
TIF and tax abatement agreements
Other business attraction activities
Housing improvement program administration
CDBG programs
TIF/EDA housing improvement programs
New and replacement housing development activities
26
Pro ert Assessment
p Y
Annual appraisal and assessments
Assessment investigation and response
Board of review administrative support
Administrative support to development process
2�
�eg����r�.t o�' I���in��;� �T�%���c�r���c� I��;��lr�p�m�nt.
a��
{t FfE�
AATIItE. $t�1p�
S!�
{i, F�)'
t�}' /tisseseat
�l �a�,�t►�►.s�ec�a�
t�
M�va�se� 1
�1 FTE) CtErP�a�lefi
F7E�
I
,+4P�rrrata�'
I
I+�I��S�+C�I�T: Bu�i�es� Grau��-t�r�at Hou�;in�
28
�e artmentof Buidin sand
p g
�.ei h borhood Sta nda rds
g
Neighborhood Standards Education and Enforcement
General public education
Noxious/high grass and weeds enforcement
Graffiti ordinance
Vacant properties ordinance
Environmental health and safety
Off street parking
Pro ert maintenance
p Y
Zoning code ordinance enforcement
Diseased and dead tree ordinance enforcement
Administrative penalty management
29
Bui ding nspections
Building code enforcement
Housing code enforcement
Rental license inspection
Section 8 inspections
�o
I)�p;�tr.r��r�t �uildi�.g� �.c� I'�T�i�hb�rti4�d ���c�.arc��
,acnxfr��,rx�t,caaa
�csvtc�s i3N�ec�r
Q.�U.'�
/ltkrNr. J455�'�
��k
L
B�a�S�spe�lans
�t�tt�9E� {1FT£)
[1 FTE}
Ht�t� hte�rer� g SFeGaJtsG flode E'tlbec�n�t
(f FTEj �teRltat�fBp�Ct� C� tS�er
(iF"�� 1 FTE ��if'FE)
I�rlesn Ir�derr�
i'�'i������T:�af� ��..�.�ldin��-��tr�ct�v� 1�T�ig���r�.�ocar.��
31
Furic�in� I��ed�� ftt� �l�ighb�r��c�+� St��ciar�� ��p�rtrri�nt ��QS,��'� �2�1,��
:5o�r�e�:
F�are�l���r� �evr� 1�5,�!t}Q 125,�
�at�mui�y C���r�lc�p�t�€�t �I�ck �r�rtt ��t�8-�(� 15�,���
cc�e�m�rr�y ��re��pm��t �l��k �r�r,� 2€���-zt��� �5�,d�� ��C},�l
�tet ii�,�t� 13,�t?
Vacarrt Prop+erty R�g�str�tivn R�venu� 2t�,�
Adminsfirativ� Fir�� Rever�ue Z�,�
Reirt�pecti�►n Fe�s 1�,�� 1�,� i
Ne# �nrith a�d�di�i�a� reWenw�e �S 6�,��
I
32
P ro- e rt a xes
p Y
Amounts adopted for Pre iminary Levy have a been
approved by t �e Department of Revenue:
Li m ited Levy 6, 593, 550
Levy for Police and Fire Wage/Benefits 5,085,466
Levy for Costs Associated with Foreclosures 125,000
Levy for Bonded Debt Police/Fire Buildings 703,903
Levy for HRA 385,289
TOTAL PROPERTY TAX LEVY PAY 2009 $12,893,208
33
Pr er axes
o t
p Y
Comparative nformation
Pay Pay
2008 2009 Difference Difference
Property Tax Levy
General Property Tax Levy Non-limited 11,404,750
Limited General Levy Calculated by State of MN 6,593,550 (42.19%)
Special Levy for Police Wages: Current GF Staff 4,712,863 41.32%
Special Levy for Police Wages; Move Grant Officers into GF 372,603 3.27%
Special Levy for Foreclosure Costs of Residential Properties 125,000 1. iQ%
Tatal General Fund Levy 11,404,750 11,804,016 399,266 3.50%
HRA Levy: Transferred to EDA for Operations 302,191 385,289 83,098 27.50%
Debt Levy: for Police Fire Facilities improvement Bonds 730,152 703,903 {26,249) (3.60%)
TOTAL 12,437,093 12,893,208 456,115 3.67%
34
Pr r x
o e t a es
p y
Comparative Information
Pav 2008 Pav 2009
Net Tax �apacity 25,898,336 25,299,771
•Commercial/Industrial 7,735,779 8,451,069
•Residential/Apartment 18,157,207 16,847,074
•Other 5,350 1,628
Median Taxable Value residential $193,800 $180,400
Tax Extension Rate 46.429% 49.142%
Extended City Tax on Median Home 899.79 886.52
Tax Increase on Median Home $(13.27)
(1.47%)
Difference from September 2008 estimate of 47.966% is final taxable market value and final fiscal disparities calculations
changing final taxable market value
35
i
V neous tems
sce a
r�
g; l
A�
n I
�d I
t
zi��»
a
EI Y
�a ;��y
`N .a,�''r 3 �P.
�s��
s ��r:
�W; wrar...
36
Ad ou rn ment
y� y
6 'y ili�i� fl
�a
7���
v,.
d I
i
I
�l
l
i
I
I
37
C'ity of Broo� Center
2009 Budget
FUND: Capital Improvements Fund 40100
DEPT/ACTIVITY/PROJECT: Capital Improvements Fund 40100
PROFILE
The Capital Improvements Fund provides for the accounting of sources (revenues) and
uses (expenditures) of monies available from a number of sources such as the General
Fund; enterprise funds and public utility funds. Available funds are used to finance
government building and park improvements and to purchase land for public uses such as
parks or other public facilities.
PROJECTS AND PROGRAMS,
The City's Capital Improvement Program (CIP) includes a multi-year projection of
capital improvement needs for the park system. Projects proposed for 2009 as part of the
CIP include the following:
Reconstruction of Shingle Creek Trail form Central Park to County Road 10
Reconstruction of Arboretum South Parking Lot
Reconstruction of the West Trail system at Central Park
Resurface Northport Tennis Courts
Resurface West Palmer Lake Park Tennis Courts
Riverdale Open Picnic Shelter
DEPARTMENTAL GOALS
Continue making park improvements in accordance with the multi-year plan and
maintain and improve public facilities to provide for adequate function and accessibility
to a1L
PERSONNEL LEVELS
No personnel are assigned to this division.
CAPITAL OUTLAY
Projects as noted above and listed in the 2009 Capital Improvement Program.
1
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 2009 2009
AGual AGual Final YTD Recommended Approved
Object Code Description Amount AmouM Budget Actual Budget Budget
40100 CAPITAL IMPROVEMENTS FUND
40700 CAPITAL IMPROVEMENTS FUND
4000 REVENUES AND EXPENSES
4001 REVENUES
43001NTERGOVERNMENTALREVENUE
4340 STATE REVENUE
4370 OTHER GRANTS/AID
4599 MISCELLANEOUS REVENUE
4600 MISCELLANEOUS REVENUE
4603 INTEREST EARNWGS 34,785- 27,077- 9,522- 10,634- 10,300- 10,300-
4605 UNREAUZED INVESTMENT GAIN/LOS 145- 399-
4606 OTHER REVENUE 200- 15 ,oaa sa
4612 DONATIONS 8 CONTRIBUTIONS 27,380- 31,97&
46D0 MISCELLANEOUS REVENUE 34,929- 55,056- 24,522- 42,692- 10,300- 10,300-
4599 MISCELLANEOUS REVENUE 34,929- 55,056- 24,522- 42,692- 10,300- 10,30a
490D OTHER FINANCING SOURCES
4911 SALE OF PROPERTY 602- 1,098-
4912 CAPITAL CONTRIBUTIONS 22,767-
4915.1 TRANSFERS FROM LIQUOR FUND 125,000- 125,004 135,000- 135,OOa 135,000-
4900 OTHER FINANCWG SOURCES 148,369- 126,09& 135,000- 135,000- 135,000-
4001 REVENUES 183,299- 181,154 159,522- 42,692- 145,300- 145,300-
6D01 EXPENDITURESlEXPENSES
6099 PERSONAL SERVICES
6100 WAGES AND SALARIES
6120 RETIREMENT CONTRIBUTIONS
6150 WORKER'S COMPENSATION
6199 SUPPLIES
6210 OPERATING SUPPLIES
6220 REPAIR MAINT SUPPUES
6240 SMALL TOOLS MINOR EQUIPMENT
6242 MINOR EQUIPMENT 9,852 2,400
6240 SMALL TOOLS MINOR EQUIPMENT 9,852 2,4D0
6199 SUPPLIES 9,852 2,400
6299 OTHER CHARGES SERVICES
6300 PROFESSIONAL SERVICES
6302 ARCH, ENG PLANNING 22,078 48,438 17,056 41,044
6303 LEGAL SERVICES 392
6307 PROFESSIONAL SERVICES 9,410 851 16,415
63D0 PROFESSIONAL SERVICES 23,488 49,682 17,056 57,459
6330 TRANSPORTATION
6340 ADVERTIS�NG
6342 LEGAL NOTICES 708 512
6340 ADVERTISING 708 512
2
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2D08 2009 2009
Actual Adual Final YTD Recommended Approved
Objed Code Description Amount AmouM Budget Actual Budget Budget
6350 PRINTING AND DUPLICATING
6351 PRINTING 2,194
6350 PRINTING AND DUPLICATING 2,194
6360 INSURANCE
6380 UTILITY SERVICES
6400 REPAIR MAINT SERVICES
6410 RENTALS
6420 IS SERVtCES/LICENSES/FEES
6440 OTHER EXPENSES
6441 LICENSES, TAXES FEES 1,085 10,560 1,500
6449 OTHER CONTRACTUAL SERVICE 746
6440 OTHER EXPENSES 1,630 10,560 1,500
6470 TRANSFERS AND OTHER USES
6472 ENGINEERING SERVICE TRANSFER 195 20,000 20,000
6470 TRANSFERS AND OTHER USES 195 20,000 20,000
6299 OTHER CHARGES SERVICES 26,027 63,143 17,056 58,959 20,000 20,000
6500 CAPITAL OUTLAY
6501 CAPITAL OUTLAY
6530 IMPROVEMENTS 476,282 45,292 269,500 2D0,988 370,000 370,000
6501 CAPITAL OUTLAY 476,282 45,292 269,500 200,988 370,000 370,D00
6500 CAPITAL OUTLAY 476,282 45,292 269,500 200,988 370,000 370,000
6001 EXPENDITURES/EXPENSES 512,160 110,835 286,556 259,947 390,D00 390,000
4000 REVENUES AND EXPENSES 328,862 70,318- 127,034 217,255 244,700 244,700
40100 CAPITAL IMPROVEMENTS FUND 328,862 70,318- 127,034 217,255 244,700 244,700
40100 CAPITAL IMPROVEMENTS FUND 328,862 70,31& '127,034 217,255 244,700 244,700
3
Ci of Brookl n Center
tY Y
Capitai Improvements Fund Cash Flows Analysis
Actuai Actual Estimated Proposed Projected Projected Projected Projected
2006 2007 2008 2009 2010 2011 2012 2013
Revenues
I Transfer in General Fund
Trensfer in Liquor Fund 125,000 125,000 135,000 135,000 135,000 135,000 135,000 135,000
Intergovemmental Revenue
Debt Payment Golf Course 7,512 15,000 15,000 15,000 15,000
Misc Revenue 58,298 56,154 42,692 10,300 6,172 6,656 4,389 (1,663)
Total Revenues 190,810 181,154 177,692 145,300 156,172 156,656 154,389 148,337
Expenditures
Personal Services
Supplies 2,400
Services 21,660 33,097 58,959 20,000
Depreciation
Debt Service
Total Expenditures 21,660 35,497 58,959 20,000
CapitalOutlay 490,499 75,339 200,988 370,000 132,000 270,000 457,000 20,000
Total Cash Requirement 512,159 110,836 259,947 390,000 132,000 270,000 457,000 20.000
Beginning Cash Baiance 879,120 584,298 635,570 553,315 308,615 332,787 219,443 (83,168)
Changes in AssetslLiabilities 26,527 (19,046)
Revenues 190,810 181,154 177,692 145,300 156,172 156,656 154,389 148,337
Expenditures (512,159) (110,836) (259,947) (390,000) (132,000) (270,000) (457,000) (20,000)
Depreciation Add-Back
Ending Cash Balance 584,298 635,570 553,315 308,615 332,787 219,443 (83,168) 45,169
Assumptions:
Expenditures
Capital outlay is from the 2008 CIP and adjusted for estimated ENR Construction index for each year in the five year period.
4
C'l�► Of B?'00� Ce1Zte'/'
2009 Budget
FUND: Municipal State Aid Construction Fund 40200
DEPT/ACTIVITY/PROJECT: Municipal State Aid Construction 40200
PROFILE
The Municipal State Aid Fund is used to account for monies received from the State as a
portion of shared ta.xes collected from gasoline t�es. From this fund, the City is
permitted to pay for certain construction and maintenance activities.
PROJECTS AND PROGRAMS
Several projects are schedul"ed in the Capital Improvement Program (CIP) for the period
of 2009 through 2023. Municipal State Aid allotment payments from Mn/DOT provide
funding for maintenance and reconstruction of MSA designated routes within the City.
DEPARTMENTAL GOALS
Systematically maintain and rehabilitate as necessary the system of State Aid
Streets in accordance with state requirements.
EXPENDITURE DETAILS
6224 Street Maintenance 1Vlaterials
This item represents the bulk of the materials used to maintain streets designated as
municipal state aid routes. Materials include: hot mix, cold mix, road oil, crack sealant,
sand, rock and concrete. This amount has risen considerably because of the rise in oil
prices and its effect on bituminous products prices.
6226 Signs and Striping Material
Includes the cost of high intensity grade sheeting sign blanks, posts, preformed pavement
maxkings, paint, etc., used for fabricating and installing signs and pavement markings on
streets designated as municipal state aid routes.
6404 Street Maintenance Services
Provides for annual sealcoating on streets designated as municipal state aid routes.
i Project areas are forecast over the next five years using a GIS .database in conjunction
treet reconstru
ction ro am. Costs in this area have also increased
with the s p
significantly due to increases in price for bituminous products.
6530 Improvements
Capita.l infrastructure improvements for street reconstruction as identified in the Capital
Improvement Program.
CAPITAL OUTLAY
Projects as noted in the 2009 Capital Improvement Program.
5
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 2009 2009
Actuai Actual Final YTD Recommended Approved
Objed Code Description AmouM AmouM Budget Actual Budget Budget
40200 MUNICIPAL STATE AID CONSTRUCT
40200 MUNICIPAL STATE AID CONSTRUCT
4000 REVENUES AND EXPENSES
4001 REVENUES
4300 INTERGOVERNMENTAL REVENUE
4340 STATE REVENUE
4343 MUNICtPAL S7ATE AID, STREETS-M 90,000- 90,000- 90,000- 90,000- 90,000- 90,000-
4344 MUNICIPAL STATE AID, STREETS-C 455,832- 1,098,845 724,000- 575,000- 575,000.
4340 STATE REVENUE 545,832- 1,188,845- 814,000. 90,000- 665,OOD- 665,000-
4370 OTHER GRANTS/AID
4300 INTERGOVERNMENTAL REVENUE 545,832- 1,168,845- 814,000- 90,000- 665,000- 665,000-
4599 MISCELLANEOUS REVENUE
4600 MISCELLANEOUS REVENUE
4603 INTEREST EARNINGS 19,300- 25,264 10,000- 15,309- 20,000- 20,000-
4605 UNREALIZED INVESTMENT GAIN/LOS 60- 3&
4600 MISCELLANEOUS REVENUE 19,361- 25,3�2- 10,000- 15,309- 20,000- 20,OOa
4599 MISCELLANEOUS REVENUE 19,361- 25,302- 10,000- 15,309- 20,000- 20,000-
4900 OTHER FINANCING SOURCES
4001 REVENUES 565,192- 1,214,147- 824,000- 105,309- 685,000- 685,000-
6001 EXPENDITURES/EXPENSES
6099 PERSONAL SERVICES
6100 WAGES AND SALARIES
6120 RETIREMENT CONTRIBUTIONS
6150 WORKER'S COMPENSATION
6199 SUPPLIES
6210 OPERATING SUPPLIES
6220 REPAIR MAINT SUPP�IES
6224 STREET MAINT MATERIALS 14,939 21,680 22,100 21,678 28,700 28,700
6226 SIGNS STRIPING MATERIALS 2,714 3,001 4,800 3,847 4,800 4,800
622U REPAIR 8 MAINT SUPPUES 17,653 24,681 26,900 25,525 33,500 33,500
6199 SUPPLIES 17,653 24,681 26,900 25,525 33,500 33,500
6299 OTHER CHARGES SERVICES
6300 PROFESSIONAL SERVICES
6330 TRANSPORTATION
6340 ADVERTISWG
6400 REPAIR MAINT SERVICES
6404 STREET MAINT SERVICES 17,897 35,899 33,400 26,955 91,900 91,900
64D0 REPAIR MAINT SERVICES 17,897 35,899 33,40D 26,955 91,900 91,9D0
6
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/3112006 2009 2009
Adual Actual Final YTD Recommended Approved
Object Code Description Amount AmouM Budget Actual Budget Budget
6440 OTHER EXPENSES
6470 TRANSFERS AND OTHER USES
6476 CAPITAL PROJECT FUND TRANSFER 734,097 650,000 650,000
6470 TRANSFERS AND OTHER USES 734,097 650,000 650,000
6299 OTHER CHARGES 8 SERVICES 17,897 769,996 33,400 26,955 741,900 741,900
6500 CAPITAL OUTLAY
6501 CAPITAL OUTLAY
6530 IMPROVEMENTS 361,444 817,000
6501 CAPITAL OUTLAY 381,444 817,000
6500 CAPITAIOUTLAY 381,444 817,000
6001 EXPENDITURESIEXPENSES 416,995 794,677 877,300 52,481 775,400 775,400
4000 REVENUES AND EXPENSES 148,19& 419,470- 53,300 52,828- 90,400 90,400
'40200 MUNICIPAL STATE AID CONSTRUCT 148,198- 419,47U- 53,300 52,828- 90,40Q 90,400
40200 MUNICIPAL STATE AID CONSTRUCT 148,198- 419,470- 53,300 52,62& 90,400 90,400
7
City of Brookly� Center
Municipal State Aid (MSA) Fund Cash Flows Analysfs
Actual Actual Estimated Proposed Projected Projected Projected Projected
2006 2007 2008 2009 2010 2011 2012 2013
Revenues
Fund Transfer
MSA Allotment 545,832 1,188,845 90,000 750,000 750,000 750,000 750,000 750,000
Misc.Operating
Misc. Non-operating (Interest) 19,361 25,302 25,309 20,000 (171) 4,241
Total Revenues 565,193 1,214,147 115,309 770,000 749,829 750,000 750,000 754,241
Expenditures
Personal Services
Supplies 24,681 25,525 33,500 25,000 25,000 25,000 25,000
Services 35,551 35,898 26,955 91,900 65,000 65,000 65,000 65,000
Depreciation
Debt Service 2.294 10,580 3,652
Totai Ezpenditures 35,551 60,579 52,480 127,694 90,000 100,580 93,652 90,000
CapitalOutlay 381,445 734,097 802,000 650,000 1,442,000 303,000 688,000
Total Cash Requirement 416,996 794,676 854,480 777,694 1,532,000 403,580 93,652 778,000
Beginning Cash Balance 98,362 262,795 738,322 (849) (8,543} (790,714) (444,294) 212,054
Changes in Assets/Liabilities 16,236 56,056
Revenues* 565,193 1,214,147 115,309 770,000 749,829 750,000 750,000 754,241
Expenditures (416,996) (794,676) (854,480) (777,694) (1,532,000) (403,580) (93,652) (778,000)
Depreciation Add-Back
Ending Cash Balance 262,795 S 738,322 (849) (8,5434 $(79Q714► $(444,294) 212,054 a 188,295
Assumptions
Cash basis
All assumptions are predicted on Cash Basis presentation.
Revenues
2009 Allotment of MSA from the State will not change appreciably without major changes in the gas tax or in the alotment of gas tax between ciites
Expenditures
i Capital outlay is from the 2009 CIP and adjusted for estimated ENR Construction Index for each year in the five year period.
g
�'ity of BrookCyri Center
2009 Budget
FUND� Infrastructure Construction Fund 40700
DEPT/ACTIVITYlPROJECT: Infrastructure Construction Fund 40700
PROFILE
The Infrastructure Construction Fund was formerly titled the Special Assessment
Construction Fund and will continue to account for the financing of improvements
funded all or in part by special assessments and transfers from the public utility funds.
PROJECTS AND PROGRAMS,
Projects scheduled in 2009 are listed and described in the Capital Improvement Program
section of the Budget. They include:
Aldrich Avenue Neighborhood Street Utility Reconstruction
Shingle Creek Parkway/69�' Avenue Improvement
DEPARTMENTAL GOALS,
Reconstruct/rehabilitate streets and utilities to improve infrastructure.
Enhance the appearance of neighborhoods.
Work cooperatively with other agencies to solve mutual problems that affect the
City's infrastructure.
PERSONNEL LEVELS
No personnel are assigned to this division.
CAPITAL OUTLAY,
Projects listed in the 2009 Capital Improvement Program.
9
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2D08 2009 2009
Actual Adual Finai YTD Recommended Approved
Object Code Description Amount Amourrt Budget Actual Budget Budget
40700 INFRASTRUCTURE CONSTRUCTION
4070D INFRASTRUCTURE CONSTRUCTION
40D0 REVENUES AND EXPENSES
4001 REVENUES
4300 INTERGOVERNMENTAL REVENUE
4310 FEDERAL REVENUE
4340 STATE REVENUE
4360 COUNTY GRANTS
4362 COUNTY GRANTS/AID 3,915-
4360 COUNTY GRANTS 3,975-
4370 OTHER f',RANTS/AID
4300 INTERGOVERNMENTAL REVENUE 3,915-
4399 CHARGES FOR SERVICES
4430 CHGS FOR SERVICES-PUBLIC WORKS
4431 WEED CUTTING CHARGES 18,163- 5,907 10,000- 32,694 25,000- 25,D00-
4434 DISEASED TREE REMOVAL 8,525- 4,474 20,000- 46,68& 35,ODD- 35,000-
4430 CHGS FOR SERVICE$-PUBLIC WORKS 26,68& '1,433 30,000- 79,382- 60,00a 60,000-
4399 CHARGES FOR SERVICES 26,688- 1,433 30,000- 79,382- 60 ,00a so,00a
4599 MISCELLANEOUS REVENUE
46D0 MISCELLANEOUS REVENUE
4601 SPECIAL ASSESSMEM'S 286,751- 476,801- 400 218,33& 476,000- 476,000-
4602 SPECIAL ASSESS-PENALTIES INT 3,701- 5,093- 112-
4603 INTEREST EARN W GS 881-
4606 OTHER REVENUE '1,24a 36,064 3,718-
4607 SPEC ASSESfi INTEREST 31- 39& 163-
4600 MISCEtLANE0U5 REVENUE 292,604- 518,35& 400,000- 222,332- 476,000. 476,000-
4599 MISCELLANEOUS REVENUE 292,604 518,356- 400,000- 222,332- 476,000- 476,000.
4900 OTHER FINANCING SOURCES
4915 TRANSFERS W 147,907- 760,9Q7- 5,515,000- 6,331,360- 6,331,360.
4921 REFUNDS REIMBURSEMENTS 657-
4931 BOND SALES 1,420,390- 2,500,000-
4933 DISCOUNT ON BOND SALES 7,884
4900 OTHER FINANCING SOURCES 1,560,412- 761,564- 8,015,000- 6,331,360- 6,331,360-
4001 REVENUES 1,863,619- 1,278,486- 8,445,000- 301,714 6,867,360- 6,867,360.
600� EXPENDITURESlEXPENSES
6099 PERSONAL SERVICES
61D0 WAGES AND SALARIES
6101 WAGES SALARIES-FT EMPLOYEES 110,020
6102 OVERTIME-FT EMPLOYEES 21,738
6103 WAGES-PARTTIMEEMPLOYEES 11,972
6104 OVERTIME-PART TIME EMPLOYEES 23
6100 WAGES AND SALARIES 143,753
6120 RETIREMENT CONTRIBUTIONS
6122 PERA COORDINATED PLAN 8,352
10
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2D08 10/31l2008 2009 2009
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Adual Budget Budget
6125 FICA 9,351
6126 MEDICARE CONTRIBUTIONS 2,187
6120 RETIREMENT CONTRIBUTIONS 19,890
6150 WORKER'S COMPENSATION
6151 WORKER'S COMP INSURANCE 1,440
6150 WORKER'S COMPENSATION 1,440
6D99 PERSONAL SERVICES 165,083
6199 SUPPLIES
6200 OFFICE SUPPUES
6210 OPERATING SUPPUES
6219 GENERAL OPERATING SUPPLIES 2,430 1,383 5,133
6210 OPERATING SUPPLIES 2,430 1,383 5,133
6220 REPAIR MAINT SUPPLIES
6226 SIGNS STRIPING MATERIALS 2,581
6220 REPAIR MAINT SUPPLIES 2,581
6230 REPAIR MAINT SUPPLIES-OTHER
6240 SMALI TOOLS MINOR EQUIPMENT
6199 SUPPLIES 5,011 1,383 5,133
6299 OTHER CHARGES SERVICES
6300 PROFESSIONAL SERVICES
6302 ARCH, ENG PIANNING 58,008 154,369 150,112
6303 LEGAL SERVICES 270 637 769
6307 PROFESSIONAL SERVICES 107,689 50,072 30,000 12,102 45,000 45,000
6300 PROFESSIONAL SERVICES 165,967 205,079 30,000 162,983 45,000 45,000
5320 COMMUNICATIONS
6321 TELEPHONElPAGERS 1,328 615 412
6320 COMMUNICATIONS 1,328 615 412
6330 TRANSPORTATION
6333 FREIGHTIDRAYAGE 29
6330 TRANSPORTATION 29
6340 ADVERTISING
6342 LEGAL NOTICES 1,346 2,112 1,942
6340 RDVERTISING 1,346 2,112 1,942
6350 PRINTING AND DUPLICATING
6351 PRINTING 1,971 2,642 3,585
6350 PRINTING AND DUPLICATING 1,971 2,642 3,585
6400 REPAIR MAINT SERVICES
6405 PARK LANDSCAPE SERVICES 49,483 73,715 63,036
6438 CASH SHORT (OVER) 48-
6400 REPAIR MAINT SERVICES 49,483 73,715 62,988
6440 �THER EXPENSES
11
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 2009 2009
Adual Aduai Finai YTD Rewmmended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
6441 LICENSES, TAXES FEES 3,690 2,055 1,985
6449 OTHER CONTRACTUAL SERVICE 4,192
6440 OTHER EXPENSES 7,882 2,055 1,985
6460 CENTRAL GARAGE GHARGES
6462 FIXED CHARGES 307
6460 CENTRAL GARAGE CHARGES 307
6470 TRANSFERS AND OTHER USES
6471 ADMINISTRATIVE SERVICE TRANSFE 55,395 55,395
6472 ENGINEERiNG SERVICE TRANSFER 194,336 250,D00
6470 TRANSF�RS AND OTHER USES 194,336 250,000 55,395 55,395
6490 OTHER MISCCOSTS/EXPENSES
6499 EXPENSES REIMBURSED 2,863,710- 3,257,497-
6490 OTHER MISC COSTSlEXPENSES 2,663,710- 3,257,497-
6299 OTHER CHARGES SERVICES 2,635,732- 2,776,943- 280,000 234,230 100,395 100,395
6500 CAPITAL OUTLAY
6501 CAPITAL OUTLAY
6510 LAND 24,167
6530 IMPROVEMENTS 3,968,891 4,800,840 7,270,500 4,911,765 7,792,3D0 7,792,300
65D1 CAPITAL OUTLAY 3,968,891 4,825,006 7,270,500 4,911,765 7,792,300 7,792,300
6500 CAPITAL OUTLAY 3,968,891 4,825,006 7,270,500 4,911,765 7,792,300 7,792,3D0
6600 DEBT SERV�CE
6621 PAYING AGENT/OTHER FEES 540 167 588
6600 DEBT SERVICE 540 167 588
6001 EXPENDITURES/EXPENSES 1,503,793 2 049 613 7 550 500 5 151 716 7 892 695 7 892 695
4000 REVENUES AND EXPENSES 379,826- 771,127 894,500- 4,850,002 1,025,335 1,025,335
40700 INFRASTRUCTURE CONSTRUCTION 379,826- 771,127 894,500- 4,850,002 1,025,335 1,025,335
40700 INFRASTRUCTURE CONSTRUCTION 379,826- 771,127 894,500. 4,850,002 1,025,335 1,025,335
12
CZ�I D�B?'OD� L'e'1Lt�'1'
2009 BurCget
FUND: Street Reconstruction Fund 40900
DEPT/ACTIVITY/PROJECT: Street Reconstruction Fund 40900
PROFILE
This fund exists for the accounting of revenues used for the reconstruction of streets. A
majority of the revenue for this fund is derived from franchise fees.
PERSONNEL LEVELS
No personnel are assigned to this activity.
CAPITAL OUTLAY
Projects as noted and listed in the 2009 Capital Improvement Program.
13
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 2009 2009
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
40900 STREET RECONSTRUCTION
40900 STREETRECONSTRUCTION
4000 REVENUES AND EXPENSES
4001 REVENUES
4050 TAXES
I 4160 GENERAL SALES AND USE TAXES
4181 FRANCHISE FEES 658,410- 658,620- 660,000- 386,03& 680,D00- 680
4160 GENERAL SALES AND USE TAXES 658,410- 658,620- 660,DOD- 386,038- 680,DD0- 680
4050 TAXES 658,410- 658,620- 660,000- 386,038- 680,000- 680,000-
4599 MISCELLANEOUS REVENUE
4600 MISCELLANEOUS REVENUE
4603 INTEREST EARNINGS 91,467- 101,23M 50,000- 33,580- 35,OOU- 35,000-
4605 UNREALIZED INVESTMENT GAIN/LOS 416- 961-
4600 MISCE�LANEOUS REVENUE 91,903- 102,195- 50,000- 33,580- 35 ,00a 35,000
4599 MISCELLANEOUS REVENUE 91,903- 102,195- 50,000- 33,584 35,000. 35,000-
4900 OTHER FINANCING SOURCES
4001 REVENUES 750,313- 760,815- 710,000- 419,618- 715,000- 715,000-
6001 EXPENDITURES/EXPENSES
6299 OTHER CHARGES SERVICES
6490 OTHER MISC COSTS/EXPENSES
6500 CAPITAL OUTLAY
6501 CAPITAL OUTLAY
6530 IMPROVEMENTS 617,673 1,153,699 1,050,000 13,043 850,000 850,000
6501 CAPITAL OUTLAY 617,673 1,153,699 1,050,000 13,043 850,000 850,000
6500 CAPITAL OUTLAY 617,673 1,153,699 1,050,000 13,043 850,000 850,000
6D01 EXPENDITURES/EXPENSES 617,673 1,153,699 1,050,000 13,043 850,000 850,000
4000 REVENUES AND EXPENSES 132,640- 392,884 340,DOD 406,576- 135,000 135,000
40900 STREET RECONSTRUCTION 132,640- 392,884 340,000 406,576- 135,000 135,000
40900 STREET RECONSTRUCTION 132,640- 392,884 340,000 406,576- 135,D00 135,000
14
Ci of Brookl n Center
tY Y
Street Reconstruction Fund Cash Flows Analysis
Actual Actual Estimated Proposed Projected Projected Projected Projected
2006 2007 2008 2009 2010 2011 2012 2013
Revenues
Fund Transfer
Franchise Fees 658,410 658,620 660,000 680,000 680,000 __680,Q00_ 680,000 680,000
Misc.Operating
Misc. Non-operating 91,903 102,195 40,296 35,000 14,000
Total Revenues 750,313 760,815 700,296 715,000 694,000 680,000 680,000 680,000
Expenditures
Personal Services S
Supplies
Services
Depreciation
Debt Service
Total Expenditures
CapitalOutlay 617,673 1,153,699 1,050,000 850,000 1,422,000 1,034,000 860,000 866,000
Total Cash Requirement 617,673 1,153,699 1,050,000 850,000 1,422,000 1,034,000 860,000 866,000
Beginning Cash Balance 1,683,214 1,815,313 1,422,781 1,073,077 938,077 210,077 $(143,923) $(323,923)
Changes in Assets/Liabilities (541) 352
Revenues' 750,313 760,815 700,296 715,000 694,000 680,000 680,000 680',000
Expenditures (617,673) (1,153,699) (1,050,000) (850,000) (1,422,000) (1,034,000) (860,000) (866,000)
Depreciation Add-Back
Ending Cash Balance 7,815,313 1,422,781 1,073,077 S 938,077 210,077 $(143,923) $(323,923► $(509,9231
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
Revenues
Year 2009 and forward are predicted on a 3% increase in fees once every three years.
Expenditures
Capital outlay is from the 2009 CIP and adjusted for estimated ENR Construction Index for each year in the five year period.
15
This page has been left blank intentional/y.
16
C'ity of �roo� Center
2009 Budget
FUND: Earle Brown Heritage Center 40800
DEPT/A�TIVITY/PROJECT: Capital Projects
This fund provides for the replacement of fully depreciated or obsolete capital items and
new capital purchases.
CAPITAL OUTLAY Convention Center
6520 Buildings and Facilities
South Carriage Hall door/window replacement
Unit Cost: $45,000
Less Trade-in: -0-
Total Cost: $45,000
Carriage Hall Wall Panel replacement
Unit Cost: $108,000
Less Trade-in; -0-
Total Cost: $108,000
D Barn Roof Replacement
Unit Cost: $24,000
Less Trade-in: -0-
Total Cost: $24,000
6540 Equipment and Machinery
Facility Security System
Unit Cost: $35,000
Less Trade-in: -0-
Total Cost: $35,000
Carriage Hall Electronic Reader Board
Unit Cost: $35,000
Less Trade-in: -0-
Total Cost: $35,000
Telephone System Replacement/Llpgrade
Unit Cost: $30,000
Less Trade-in: -0-
Total Cost: :30,000
Server Replacement and Network Switch (scheduled replacements)
Unit Cost: 10,300
Less Trade-in: -0-
Total Cost: $10,300
17
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 2009 2009
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
40800 EBHC CAPITAL FUND
40800 EBHC CAPITAL FUND
4000 REVENUES AND EXPENSES
4001 REVENUES
45fl9 MISCELLANEOUS REVENUE
4600 MISCELLANEOUS REVENUE
4603 INTEREST EARNINGS 10,759- 15,921- 7,290- 4,3�0- 4,300-
4605 UNREALIZED INVESTMENT GAIN/LOS 60- 265-
4612 DONATIONS CONTRIBUTIONS 40 ,00a
4600 MISCELLANEOUS REVENUE 10,819- 16,187- 47,290. 4,300- 4,300-
4599 MISCELLANEOUS REVENUE 10,819- 16,187- 47,290- 4,300- 4,300-
4900 OTHER FINANCING SOURCES
4915 TRANSFERS W 300,000- 230,000- 200,000- 200,000- 200,000-
4921 REFUNDS REIMBURSEMENTS 2,000- 38,047-
4900 OTHER FINANCING SOURCES 302,000- 230,000. 200,000. 38,047- 200,000- 200,000-
4001 REVENUES 312,819- 246,187- 200,000- 85,337- 204,300- 204,300-
6001 EXPENDITURES/EXPENSES
6240 SMALL TOOLS MINOR EQUIPMENT
6300 PROFESSIONAL SERVICES
6307 PROFESSIONAL SERVICES z3�992
6300 PROFESSIONAL SERVICES 23,992
6340 ADVERTISWG
6349 OTHER ADVERTISING
6340 ADVERTISING
6400 REPAIR MAINT SERVICES
6500 CAPITAL OUTLAY
6501 CAPITAL OUTLAY
6520 BUILDINGS FACILITIES 79,036 20,479 165,000 215,723 177,000 177,000
6530 IMPROVEMENTS 327
6540 EQUIPMENT MACHINERY 39,403 20,029 115,000 60,105 110,300 110,300
6501 CAPITAL OUTLAY 118,765 40,508 280,000 275,828 287,300 287,300
6500 CAPITAL OUTLAY 118,765 40,508 280,000 275,828 287,3D0 287,300
6001 EXPENDITURES/EXPENSES 118,765 40,508 280,000 300,269 287,300 267,300
4000 REVENUES AND EXPENSES 194,053- 205,679- 80,000 214,932 83,000 83,000
40800 EBHC CAPITAL FUND 194,053- 205,679- 80,OQ0 214,932 83,000 83,000
40800 EBHC CAPITAL FUND 194,053- 205,679- 80,000 214,932 83,000 83,000
18
City of Brooklyn Center
EBHC Capital Projects Fund
Actuai Actual Estimated Proposed Projected Projected Projected Projected
2006 2007 2008 2009 2010 2011 2012 2013
Revenues
Transfer from EBHC Operation 303,500 230,000 250,000 200,000 200,000 200,000 200,000 200,000
Misc.Operating
Misc. Non-operati+�g 10,819 12,487 7,294 _3,614 1,940 61� 1,432 2,760
Total Revenues 314,319 242,487 257,290 203,614 201,940 200,619 201,432 202,760
Expenditures
Personal Services
Suppiies
Services 79,362
Depreciation
Debt Service
Total Expenditures 79,362
CapitalOutlay 40,903 279,250 300,269 287,300 268,000 160,000 135,000 90,000
Total Cash Requirement 120,265 279.250 300.269 287,300 268,000 160,000 135,000 90,000
Beginning Cash Balance 117,193 260,864 223,687 180,708 97,022 30,963 71,582 138,013
Changes in Assets/Liabilities (50,383) (414)
Revenues 314,319 242,487 257,290 203,614 201,940 200,619 201,432 202,760
Expenditures (120,265) (279,250) (300,269) (287,300) (268,000) (160,000) (135,000) (90,000)
Depreciation Add-Back
Ending Cash Balance 26Q864 223,687 180,708 97,022 3Q963 79,582 138,013 250,774
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
19
il
This page has been lett blank intentiona/ly,
I
20
C'ity of �roo� Center
2009 Budget
FUND: Technology Fund 41000
DEPT/DIVISION/ACTIVITY: Technology Fund 41000
PROFILE
The Technology Fund was created to provide a mechanism to fund and to plan for capital
projects related to technology and for the acquisition and replacement of technology.
DEPARTMENTAL GOALS,
To develop a plan for the replacement of major computer system components, to fund
fiber optic con�ections to major City operating facilities, and to develop funding plans for
other major systems such as radios. Over time the fund may evolve to provide a general
mechanism to provide for the acquisition and replacement of computer haxdware,
software, and peripherals, in addition to radios and major computer system components.
EXPENDITURE DETAILS
Pursuant to the City Council Resolution No. 2003-219, the City Council must authorize
expenditures from this fund through the adoption of specific expenditure authorization or
approval of a plan for expenditures from this fund.
PERSONNEL LEVELS
None.
CAPITAL OUTLAY
345,000 as follows:
4, 000 Server Hardware (Scheduled Replacements)
35, 000 Network Hardware (Scheduled Replacements)
2, 000 Network Infrastructure (Central Garage Cabling)
22, 000 Digital Dictation for Police Department
62, 000 Mobile Computing Devices/Printers in Police Vehicles (Scheduled Replacement)
25, 000 Security Card Access for City Hall Community Center
$180, 000 Telephone/Voice Mail System (Scheduled Replacement)
I5, 000 Security Monitoring for City Hall Community Center
21
CITY OF BROOKLYN CENTER
Budget RepoR
2006 2007 2008 10/31/2008 2009 2009
Actual Actual Final YTD Recommended Approved
Object Code Description Amount AmouM Budget Actual Budget Budget
41000 TECHNOLOGY FUND
41000 TECHNOLOGY FUND
4000 REVENUES AND EXPENSES
4001 REVENUES
4599 MISCELLANEOUS REVENUE
4600 MISCELLANEOUS REVENUE
4603 INTEREST EARNINGS 18,529- 23,143- 9,000- 10,098- 7,700- 7,700-
4605 UNREALIZED INVESTMENT GAIN/LOS 111- 339-
4606 OTHER REVENUE 165-
4600 MtSCELLANEOUS REVENUE 18,641- 23,482- 9,000- 10,263- 7,700- 7,700-
4599 MISCELLANEOUS REVENUE 18,641- 23,482- 9,000- 10,263- 7,700- 7,700-
4900 OTHER FINANCING SOURCES
4915 TRANSFERS W 70,000- 70,000- 70,000- 70,000- 70,000- 70,000-
4921 REFUNDS REiMBURSEMENTS 1,020-
4900 OTHER FINANCING SOURCES 71,020- 70,000- 70,000- 70,000. 70,000- 70,000-
4001 REVENUES 89,660- 93,482- 79,000- 80,263- 77,700- 77,700-
6Q01 EXPENDITURES/EXPENSES
6199 SUPPLIES
6210 OPERATWG SUPPLIES
6219 GENERAL OPERATING SUPPLIES 272 3,658
6210 OPERATWG SUPPLIES 272 3,658
6220 REPAIR MAINT SUPPLIES
6223 BUILDINGS FACILITIES 3,2��
6220 REPAIR 8 MAINT SUPPLIES 3.27�
6240 SMALL TOOLS 8 MINOR EQUIPMENT
6243 MINOR COMPUTER EQUIPMENT 19,297 18,932 377,617 21,350 278,000 278,000
6240 SMALL TOOLS 8 MINOR EQUIPMENT 19,297 18,932 377,617 21,350 278,000 278,000
6199 SUPPLIES 22,574 19,203 377,617 25,008 278,000 278;000
i 6299 OTHER CHARGES SERVICES
6300 PROFESSIONAL SERVICES
6307 PROFESSIONAL SERVICES 11,413 23,473
6319 OTHER PROFESSIONAL SERVICES 27,000 27,000
6300 PROFESSIQNAL SERVICES 11,413 23,473 27,000 27;000
6340 ADVERTISWG
6342 LEGAL NOTICES 287
6340 ADVERTISING 28�
6350 PRINTING AND DUPLICATING
6420 IS SERVICES/LICENSES/FEES
6421 SOFTWARE LICENSE 6,630 633 40,000 40,000
6422 SOFTWARE MAINT 1,032
6423 LOGIS CHARGES 1,460 1,664
6420 IS SERVICES/LICENSES/FEES 9,121 2,297 40,000 40,000
6470 TRANSFERS AND OTHER USES
22
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 2009 2009
Actuai Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
6299 OTHER CHARGES SERVICES 20,534 26,057 67,000 67,000
6500 CAPITAL OUTLAY
6501 CAPITAL OUTLAY
6001 EXPENDITURES/EXPENSES 22,574 39,737 377,617 51,064 345,000 345,000
267 300 267,300
4000 REVENUES AND EXPENSES 67,086- 53,745- 298,617 29,�
41000 TECHNOLOGY FUND 67,066- 53,745- 298,617 29,199- 267,300 267,300
41000 TECHNOLOGY FUND 67,086- 53,745- 298,617 29,199- 267,300 267,300
23
i
City of Brookiyn Center
Technology Capital Fund
Actual Actual Estimated Proposed Projected Projected Projected Projected
2006 2007 2008 2009 2010 2011 2012 2013
Revenues
Tranfsfers In 70,000 70,000 70,000 70,000 70,000 70,000 70,000 70,000
Misc.Operating 1,020
Misc. Non-operating 18,641 23,4$2 11,098 6,003 1,968 2,755 3,847 4,506
TotafRevenues 89,661 93,482 81,098 76,003 71,968 72,755 73,847 74,506
Expenditures g
Personal Services
Supplies
Services
Depreciation
Debt Transfer
Total Expenditures
CapitalOutlay 22,575 39,737 221,064 345,000 19,500 29,885 183,470
Total Cash Requirement 22,575 39,737 221,064 345.000 19,500 29,885 183,470
Beginning Cash Balance 434,337 486,431 540,176 400,210 131,213 183,681 256,437 300,398
Changes in Assets/Liabilities (14,992)
Revenues 89,661 93,482 81,098 76,003 71,968 72,755 73,847 74,506
Expenditures (22,575) (39,737) (221,064) (345,000) (19,500) (29,885) (183,470)
Depreciation Add-Back
Ending Cash Balance 486,431 540,176 S 400,210 131,213 183,681 $-255�437 S 300,398 191,434
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
24
City of Broo� Center
2009 Budget
FUND• Internal Service Funds-Central Garage 70100
DEPT/ACTIVITY/PROJECT: Central Garage Operations 49951
PROFILE
The Central Garage services and provides fuel for a wide range of vehicles such as fire
trucks, police squad cars, dump trucks, mowers, loaders, pickups and staff cars. The
Central Garage also services minor equipment such as chain saws, weed whips, trailers,
pumps and generators. The Central Garage provides emergency repairs and scheduled
maintenance to keep a11 City vehicles and equipment operating efficiently.
In addition, the Central Garage coordinates vehicle turnover by determining and charging
departments appropriate monthly amounts to ensure that vehicle replacement funds are
available when vehicles are ready for replacement. On an annual basis, replacement
costs, useful lives and salvage values must be individually determined for the entire fleet
to calculate monthly replacement charges.
The Central Garage's fleet is currently comprised of 70 cars and trucks and 73 pieces of
capital equipment. An additional 16 pieces of equipment are specialized and are not
owned by the Central Garage, but are maintained at least in part by the Central Garage.
Finally, the Central Garage maintains about 93 additional pieces of small equipment such
as small mowers, chain saws, weed trimmers, etc.
DEPARTMENTAL GOALS
Perfonn routine and preventive maintenance for the city's vehicles and capital
equipment.
Determine and maintain sufficient cash balances for future replacement of
equipment.
Purchase new equipment and dispose of old equipment on a scheduled basis.
Provide departments with detailed monthly billings for fuel usage, repairs and
fixed charges.
EXPENDITURE DETAILS
6212 Motor Fuels
This budget item provides funding for the annual cost of purchasing fuel for the City's
vehicle and equipment fleet. Fuel usage is charged back to individual departments on a
monthly basis. This cost estimate assumes a market rate for fuel of 3.90 per gallon in
2009. The bulk fuel purchase price has increase approximately 156 percent in the last 5
years.
25
6215 Shop Materials
This budget item provides for various small parts used routinely, such as nuts bolts,
clamps, hoses, wiper blades, etc. The budgeted amount has remained the same to cover
the periodic purchase of specialized maintenance manuals on CD and updates.
6221 Motor Vehicles
This item includes the cost of a variety of parts used in equipment repair and preventative
maintenance. Actual cost varies each year based on amount of repair work requYred,
accident damage to repair, etc. Cost is charged to repair orders, which are in turn charged
back to the department leasing the vehicle.
6363 Automotive Insurance
This item provides for the cost of insuring the fleet of vehicles and equipment. These
costs are chaxged back to the department leasing the vehicle. Insurance costs far
equipment (Inland Marine) is included under object cost 6367.
6401 Motor Vehicle Service
ui ment re airs rovided b outside services.
This budget item provides funding for eq p p p Y
'nclude bod
work transmission overhauls, windslueld replacement, and
Examples i y
installation of specialized equipment. Cost is chaxged to repair orders, which are in turn
charged back to the department leasing the vehicle.
6540 Equipment and Machinery
This budget item provides funding for the purchase of a coolant flushing machine for use
in maintaining vehicles in the City fleet. Coolant is currently drained by gravity from
vehicles during preventative maintenance cycles. This unit would improve the efficiency
of changing vehicle coolant fluids.
I
6550 Motor Vehicles
This item includes the scheduled replacement of equipment and vehicles as scheduled in
the Central Gazage yehicle fleet replacement cycle. A list of items scheduled for
replacement in 2009 is provided on the following page.
PERSONNEL LEVELS
1-Mechanic II
2-Mechanic I
1-Ni ht Service Person
g
1-Central Garage Administrative Technician
26
CAPITAL OUTLAY
The following equipment and rolling stock items are scheduled replacement in 2008.
Citv D ept Descrivtion Net Cost
#0017 Streets Tandem Roller $32,124
#0024 Storm Drainage Sweeper $140,043
#0037 Storm Drainage 1 Ton Truck Body $32,541
#0038 Streets Crack Sealer Applicator $40,500
#0057 Streets Staff Car $16,740
#0093 Streets Single Axle Dump Truck $144,709
#0094 Streets Single Axle Dump Truck $144,300
#0105 Fire Dodge Caravan $20,321
#0220 Parks 72" Mower $22,578
#0227 Parks 72" Mower $22,578
#0256 Parks Tractor w/Loader $37,526
#0311 Police Ford Crown Vic Unmarked $28,547
#0312 Police Chevy Impala Unmarked $18,798
#0318 Police Community Service Van $22,855
#0334 Police Ford Crown Vic Unmarked $28,547
#0356 Police Radar Trailer $15,256
#0326 Police Ford Crown Vic Marked $2g,7��
#0331-0333 Police Ford Crown Vic Marked (28,574 ea.) $85,722
#0601 Water Staff Pick Up $18,275
#0701 Comm Dev Staff Car $16,963
4 Mobile Radios 2,800
Total C.G. Capital Outlay Requests for 2009 $920,430
27
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 2009 2009
Actual Actuai Final YTD Recommended Approved
Object Code Description Amount Amount 8udget Actual Budget Budget
70100 CENTRALGARAGE
49951 CENTRAL GARAGE OPERATIONS
400D REVENUES AND EXPENSES
4001 REVENUES
4300INTERGOVERNMENTALREVFNUE
4360 COUNTY GRANTS
4362 COUNTY GRANTS/AID 80,000-
4360 COUNTY GRANTS 80,000-
4300 INTERGOVERNMENTAL REVENUE 80,000-
4599 MISCELLANEOUS REVENUE
4600 MISCELLANEOUS REVENUE
4603 INTEREST EARNINGS 219 212,071- 180,000- 81,853- 96,000- 98,000-
4605 UNREALIZED INVESTMENT GAIN/LOS 1,150. 2,714-
4606 OTHER REVENUE 10,000- 1,761- 2�4'
4600 MISCELLANEOUS REVENUE 230,780. 216,545- 180,000- 82,127- 98,000- 98,000-
4860 CENTRAL GARAGE
4862 FUEL SALES-INTERNAL 176,742- 210,262- 248,000- 229,704 340,050- 340,050-
4862.1 FUEI SALES-EXTERNAL 40,782- 51,554- 45,000- 54,033- 64,800- 64,800-
4663 REPLACEMENT CHARGES 643,149- 671,655- 434,883- 656,824- 656,824-
4864 OVERHEAD CHARGES 789,376- 161,999- 165,181- 137,456- 175,716- 175,716-
4865 REPAIR/MAINT CHARGES 378,55& 386,202- 470,395- 334,319- 482,300- 482,300-
4860 CENTRAL GARAGE 1,385,459- 1,453,167- 1,600,231- 1,190,395- 1,719,690- 1,719,690-
4599 MISCELLANEOUS REVENUE 1,616,239- 1,669,713- 1,780,231- 1,272,522- 1,817,690- 1,817,690-
4900 OTHER FINANCING SOURCES
4911 SALE OF PROPERTY 13,110- 25,000- 34,625- 25,700- 25,700-
4912 CAPITAL CONTRIBUTIONS 5,000.
4915 TRANSFERS W 10,400- 57,459-
4916 CAPITAL ASSET TRANSFER 109,45&
4919 GAIN ON FIXED ASSET DISPOSAL 30,651- 75,396-
4921 REFUNDS REIMBURSEMENTS 25,383- 8,624- 5,000- 22,140. 5,000- 5,000-
180 692- 154 591- 30,000- 56,765- 30,700- 30,700.
4900 OTHER FINANCING SOURCES
400'I REVENUES 1,877,131- 1,824,303- 1,810,231- 1,329,287- 1,848,390- 1,848,390-
6001 EXPENDITURES/EXPENSES
fi099 PERSONAL SERVICES
6100 WAGES AND SALARIES
6101 WAGES SALARIES-FT EMPLOYEES 217,803 216,895 241,141 157,581 249,303 249,303
6102 OVERTIME-FT EMPLOYEES 200 818 1,700 144 1,700 1,700
6100 WAGES AND SALARIES 218,003 217,713 242,841 157,725 251,003 251,003
6110 OTHER PAYMENTS-NON INSURANCE
6111 SEVERANCE PAY 2,828 2,325 2,447
6110 OTHER PAYMENTS-NON INSURANCE 2,828 2,325 2,447
6120 RETIREMENT CONTRIBUTIONS
6122 PERA COORDINATED PLAN 13,079 13,595 15,785 10,245 16,943 16,943
6125 FICA 13,747 73,635 14,935 9,796 15,563 15,563
6126 MEDICARE CONTRIBUTIONS 3,215 3,189 3,643 2,291 3,640 3,640
6120 RETIREMENTCONTRIBUTIONS 30,041 30,419 34,363 22,332 36,146 36,146
2g
GTY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 2009 2009
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
6130 INSURANCE BENEFITS
6131 CAFETERIA PLAN CONTRIBUTIONS 36,283 41,043 45,500 29,518 51,060 51,060
6130 WSURANCE BENEFITS 36,283 41,043 45,500 29,518 51,060 51,060
6150 WORKER'S COMPENSATION
6151 WORKER'S COMP INSURANCE 9,534 9,963 12,628 8,208 �2�82� �2
6150 WORKER'S COMPENSATION 9,534 9,983 12,628 8,20$ �Z�82� �Z
6099 PERSONAL SERVIGES 296,689 301,482 335,332 220,229 351,036 351,036
6199 SUPPLIES
6200 OFFICE SUPPLIES
62D1 OFFICE SUPPLIES 414 554 350 364 360 360
6203 BdOKS/REFERENCE MATERIALS 40 250 307 260 260
6200 OFFiCE SUPPLIES 414 594 600 670 620 620
6210 OPERATWG SUPPLIES
6212 MOTOR FUELS 214,706 261,595 260,250 289,192 390,000 390,000
6213 LUBRICANTS ADDITIVES 9,530 14,244 9,000 15,233 9,540 9,540
6215 SHOP MATERIALS
10,819 8,453 14,800 7,346 15,250 15,250
6217 SAFETY SUPPLIES 456 94 600 800 600
6218 WELDING SUPPLIES 3,821 4,197 4,000 4,022 4,000 4,000
6219 GENERAL OPERATING SUPPLIES 2,318 2,516 1,200 559 1,325 1,325
6210 OPERATING SUPPLIES 241,650 291,700 310,050 316,353 420,915 420,915
6220 REPAIR MAWT SUPPLIES
6221 MOTOR VEHICLES 72,366 77,304 90,000 65,749 92,700 92,700
6222 TIRES 13,377 20,669 23,45Q 21,891 24,100 24,100
6227 PAINT SUPPLIES 127 170 450 97 450 450
6220 REPAIR 8 MAINT SUPPLIES 85,670 98,342 113,900 87,736 117,250 117,250
6230 REPAIR MAINT SUPPLIES-OTHER
6239 OTHER REPAIR MAINT SUPPLIES 428 281 500 500 500
6230 REPAIR MAINT SUPPLIES-OTHER 428 281 500 500 S00
6240 SMALL TOOLS MINOR EQUIPMENT
6241 SMALL TOOLS 3,046 1,801 3,400 4,049 3,400 3,400
6242 MINOR EQUIPMENT 1,245 578 2,475 2,475 2,475
6243 MINOR COMPUTER EQUIPMENT 25
6240 SMALL TOOLS MINOR EQUIPMENT 4,292 2,379 5,875 4,074 5,875 5,875
6199 SUPPLIES 332,654 392,696 430,925 408,833 545,160 545,160
6299 OTHER CHARGES SERVICES
6300 PROFESSIONAL SERVICES
6307 PROFESSIONAL SERVICES 3,454 3,505 3,500 4,384 3,500 3,500
6300 PROFESSIONAL SERVICES 3,454 3,505 3,500 4,364 3,500 3,500
6320 COMMUNICATIONS
6330 TRANSPORTATION
6331 TRAVELEXPENSElMILEAGE 6 50
6333 FREIGHT/DRAYAGE 911 910 1,700 921 1,700 1,700
6330 TRANSPORTATION 917 910 1,750 939 1,700 1,700
29
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31l2008 2009 2009
Actual Actual Finaf YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
6340 ADVERTISING
6341 PERSONNEL ADVERTISING 3,489
6340 ADVERTISING 3
635� PRINTING AND DUPUCATING
6351 PRINTING 158 298 250 343 270 27�
6350 PRINTING AND DUPUCATING 158 298 250 343 270 270
6360 INSURANCE
6363 MOTOR VEHICLE INSURANCE 38,904 42,530 52,600 31,819 52,600 52,600
6367 EQUIPMENT (INLAND MARINE) 10,937 12,572 12,760 11,259 13,330 13,330
6360 INSURANCE 49,841 55,102 65,360 43,078 65,930 65,930
6380 UTILITY SERVICES
6388 HAZARDOUS WASTE DISPOSAL 2,014 1,870 3,700 1,685 3,500 3,500
6360 UTILITY SERVICES 2,014 1,870 3,700 1,665 3,500 3,500
6400 REPAIR MAINT SERVICES
6401 MOTOR VEHICLE SERVICES 56,956 91,921 54,600 58,120 57,925 57,925
6402 EQUIPMENT SERVICES 2,862 4,164 4,800 5,928 4,940 4,940
6400 REPAIR MAINT SERVICES 59,818 96,085 59,400 64,048 62,865 62,865
6410 RENTALS
6417 UNIFORMS 3,196 3,676 3,22D 3,151 3,340 3,340
6410 RENTALS 3,196 3,676 3,220 3,151 3,340 3,340
6420 IS SERVICES/LICENSES/FEES
6422 SOFTWARE MAINT 175 716 175 175 175 175
6423 LOGIS CHARGES 14,348 16,480 16,062 13,140 16,834 16,834
6420 IS SERVICES/L�CENSES/FEES 14,523 17,196 16,237 13,315 17,009 17,009
6430 MISCELLANEOUS
6432 CONFERENCES AND SCHOOLS 514 1,664 1,750 1,702 1,790 1,79D
6433 MEETING EXPENSES 92
6434 DUES SUBSCRIPTIONS 150 150 150
6430 MISCELLANEOUS 514 1,664 1,900 1,794 1,940 1,940
6440 OTHER EXPENSES
6441 LICENSES, TAXES &FEES 2,512 1,138 1,750 2,260 1,852 1,852
6447 TOWING CHARGES 696 1,090 550 320 560 560
6449 OTHER CONTRACTUAL SERVICE 943 1,599 1,000 2,155 1,030 1,030
6440 OTHER EXPENSES 4,152 3,828 3,300 4,734 3,442 3,442
6460 CENTRAL GARAGE CHARGES
6461 FUEL CHARGES 2,445 1,552 2,200 1,399 2,500 2,500
6460 CENTRAL GARAGE CHARGES 2,445 1,552 2,200 1,399 2,500 2,500
6470 TRANSFERS AND OTHER USES
6471 ADMINISTRATIVE SERVICE TRANSFE 18,777 19,340 31,329 26,108 32,638 32,638
6470 TRANSFERS AND OTHER USES 18,777 19,340 31,329 26,108 32,638 32,638
6490 OTHER MISC COSTSlEXPENSES
6494 DEPRECIATION EXPENSE 465,491 529,893
6490 OTHER MISC COSTS/EXPENSES 465,491 529,893
30
C�N OF BROOKLYN CENTER
BudgetReport
2006 2007 20D8 10/31/20�8 2009 2009
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
6299 OTHER CHARGES SERVICES 625,300 734,9'18 192,146 168,467 198,634 198,634
65D0 CAPITAL OUTLAY
8501 _eAPITAL OUTL4Y
6540 EQUIPMENT MACHINERY 9,143 2,871 2,800 3,022 4,500 4,500
6550 MOTOR VEHICLES 7,289 2,600 732,000 455,418 920,430 920,430
6595 DISCOUNT ON EQUIP PURCHASE 5,200-
6501 CAPITAL OUTIAY 16,432 271 734,800 456,440 924,930 924,930
6500 CAPITAL OUTLAY 16,432 271 734,800 458,440 924,930 924,930
6001 EXPENDITURES/EXPENSES 1,271,076 1,429,366 1,693,203 1,255,970 2,019,760 2,019,760
4000 REVENUES AND EXPENSES 606,055- 394,938- 117,028- 73,3'17- 171,370 171,370
49951 CENTRAL GARAGE OPERATIONS 606,055- 394,93& 117,028- 73,317- 171,370 171,370
70100 CENTRAL GARAGE 606,055- 394,938- 117,�28- 73,317- 171 �370 171,37�
31
This page has been left blank intentionally.
32
C'ity of Broo� Center
2009 Budget
FUND: Post Employment Retirement Fund 70300
DEPT/ACTIVITY/PROJECT: Post Employment Retirement Benefit 49961
PROFILE
Minnesota Statutes require local governments to allow retired or separated employees
and their dependents to continue to participate in the employer sponsored health
insurance program that was available to the employee prior to retirement andlor
separation. The City has provided post-retirement health care benefits, as per the
requirements of a City Council resolution, for certain retirees and their dependents since
1986. Full time employees have the option of retaining membership in the City's health
insurance plan for which the City will pay the single person premium until such time as
the retiree is eligible for Medicare coverage or at age 65, whichever is sooner. If the
retiree desires to continue family coverage, the additional cost for family coverage shall
be paid by the retiree to the City. There are two methods whereby an employee can
qualify under this program. First, the employee, on the date of his/her retirement, must
meet eligibility requirements for a full retirement annuity under PERA (Note 14A)
without reduction of benefits because of age, disability, or any other reason for reduction.
In addition, the employee must have been employed full time by the City for the last ten
consecutive years prior to the effective date of retirement. Additionally, employees who
are retiring after twenty-five years of consecutive service with the City and are eligible to
receive a pension from PER.A shall have the option of reta.ining membership in the City's
health insurance plan for which the employee will pay the premium until such time as the
retiree is eligible to receive a full-retirement annuity under PERA or PERA police. At
that time, the City will pay the single-person premium until such time as the retiree is
eligible for Medicare coverage or at age 65, whichever is sooner. Employees participate
in this program on a voluntary basis.
Currently, most police employees are eligible for this coverage and the City has been able
to fund its share through investment earnings.
As of 1 January 2005, the City froze the number of employees compensated from this
fund. In its place, a program of inedical savings for post-employment costs has been
developed and implemented under the guidance of the Human Resources Director.
PERSONNEL LEVELS
There are no personnel assigned to this Fund.
33
CITY OF BROOKLYN CENTER
Budget Report
2066 2007 2008 10/31/2008 2009 2009
Actual Actual Final YTQ Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
70300 EMPLOYEE RETIREMENT BENEFIT FD
49961 EMPLOYEE RETIREMENT BENEFIT FD
4000 REVENUES AND EXPENSES
4001 REVENUES
4300 INTERGOVERNMENTAL REVENUE
4340 STATE REVENUE
4359 OTHER STATE GRANTS/AID 9,842- 10,770-
4340 STATE REVENUE 9,842- 10,770- e
4600 MISCELLANEOUS REVENUE
4603 INTEREST EARNINGS 66,080- 70,258- 46,100- 28,580- 32,400- 32,400-
4605 UNREALIZED INVESTMENT GAIN/LOS 344 939-
4600 MISCELLANEOUS REVENUE 66,424- 71,197- 46,100- 28,5B0. 32,400- 32,400-
43D0 INTERGOVERNMENTAL REVENUE 66,424- 81,039- 46,100. 39,351- 32,400- 32,400-
49�0 OTHER FINANCING SOURCES
4921 REFUNDS REIMBURSEMENTS 38,400-
4900 OTHER FINANCING SOURCES 38,400-
4001 REVENUES 66,424 81,039- 84,500- 39,351- 32,400- 32,400-
6001. EXPENDITURES/EXPENSES
6099 PERSONALSERVICES
6130 INSURANCE BENEFITS
6135 MEDICAL INSURANCE-RETIREES 535,742 50,754 84,500 79,608 105,273 105,273
6130 INSURANCE BENEFITS 535,742 50,754 84,500 79,608 105,273 105,273
6099 PERSONAL SERVICES 535,742 50,754 64,500 79,608 105,273 105,273
6001 EXPENDITURES/EXPENSES 535,742 50,754 84,500 79,608 105,273 105,273
4000 REVENUES AND EXPENSES 469,319 30,265- 40,258 72,873 72,873
49967 EMPLOYEE RETIREMENT BENEFIT FD 469,319 30,285- 40,258 72,873 72,873
70300 EMPLOYEE RETIREMENT BENEFIT FD 469,319 30,285- 40,256 72,873 72,873
34
L't�1 Of BY�D� C�'Iifi�1"
2009 Budget
FUND: Employee Compensated Absences Fund 70400
TIVITY/PROJECT: Em lo ee Compensated Abse
nces 49971
DEPT/AC P Y
pROFILE
This activi accounts for em lo ees' compensated absences and the resulting liability to
tY
P Y
the City. Regular full-time employees earn vacation leave at a rate determined by their
length of service. Additionally, these employees accrue sick leave at a rate of eight hours
per month. After 5 years of continuous service, employees are eligible to receive 1/3 of
their sick leave accrual as a severance benefit unless they are discharged for cause. The
City recognizes as a liability a11 accrued vacation leave and 1/3 of accrued sick leave for
employees witk 5 years of service. The City fully funds these compensated absences by
charging departments for the changes in their respective accruals on an annual basis.
PERSONNEL LEVELS
There are no personnel assigned.
35
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 2009 2009
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
70400 EMPLOYEE COMPENSATED ABSENCES
49971 EMPLOYEE COMPENSATED ABSENCES
4000 REVENUES AND EXPENSES
4001 REVENUES
4599 MISCELLANEOUS REVENUE
4600' MISCELLANEOUS REVENUE
4603 INTEREST EARNINGS 39,326- 45,852- 35,000- 19,713- 23,600- 23,600-
4605 UNREALIZED INVESTMENT GAIN/LOS 201- 580-
4606 OTHER REVENUE 87,249- 100,467-
4600 MISCELLANEOUS REVENUE 126,776- 146,900- 35,000- 19,713- 23,600. 23,600-
4599 MISCELLANEOUS REVENUE 126,776- 146,900- 35,000. 19,713- 23,600. 23,600-
4880 COMPENSATED ABSENCES
4881 COMPENSATED ABSENCE CHG/CREDIT 45,136 59,458
4880 COMPENSATED ABSENCES 45,136 59,458
4001 REVENUES 81,641- 87,442- 35,000- 19,713- 23,600- 23,600-
6001 EXPENDITURES/EXPENSES
6100 WAGES AND SALARIES
6110 OTHER PAYMENTS-NON INSURANCE
6111 SEVERANCE PAY 76,921 64,053 32,SD0 60,067 72,000 72,000
6110 OTHER PAYMENTS-NON INSURANCE 76,921 84,053 32,500 60,067 72,000 72,000
6120 RETIREMENT CONTRIBUTIONS
6125 FICA 3,625 2,597 2,500 1,692 2,520 2,520
6126 MEDICARE CONTRIBUTIONS 895 792 614 720 720
6120 RETIREMENT CONTRIBUTIONS 4,720 3,389 2,500 2,307 3,240 3,240
6001 EXPENDITURES/EXPENSES 81,641 87,442 35,000 62;373 75,240 75,240
4000 REVENUES AND EXPENSES 42,660 51,640 51,640
49971 EMPLOYEE COMPENSATED ABSENCES 42,660 51,640 51,640
70400 EMPLOYEE COMPENSATED ABSENCES 42,660 51,640 51,640
36
�'ity of Broo� Center
2009 Budget
FUND: Fund 28600
DEPT/DIVISION/ACTIVITY: Auto Theft Grant 42187
COPS Grant 42188
Recreation Grants 45020
PROFILE
This fund was established to account for grants received from federal, state and other
agencies where accounting for funds received and expended must be separate from other
funds. This fund provides deta.il accounting required for theses funds without
commingling these activities within the General Fund ar other funds. Generally, these
grants are for specific functional areas such as Police, Fire, Trails, etc. where the granting
agency has required a separate accounting for amounts received and amounts disbursed.
The budget reflects our best estimate of the level of activity anticipated for calendar year
2009. There are three division tracking grants expected during the 2009 fiscal year:
42187 Auto Theft Grant
This is the last year for this grant which will be used to fund the wages and benefits of a
police officer assigned to work on reducing the hazard of auto theft in Brooklyn Center.
42188 COPS Grant
Also the last year for this grant, this will assist in funding two additional police officer
positions in the City.
45020 Recreation Grants
This division tracks the various activity grants received by the Recreation programs as
well as contributions from various donors. Establishment of this division assures that
donations do not get absorbed back into the General Fund operations at the end of a fiscal
year.
PERSONNEL LEVELS
Personnel are assigned to these activities only if grant funds are first obtained for
expenditure.
CAPITAL OUTLAY
None requested.
37
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 2009 2009
Actual Actual Final YTD Recommended Approved
Dbject Code DescripHon Amount Amount Budget Actual Budget Budget
42187 AUTO THEFT GRANT
4000 REVENUES AND EXPENSES
4001 REVENUES
4300 INTERGOVERNMENTAL REVENUE
4340 STATE REVENUE
4359 OTHER STATE GRANTS/AID 72,799- 54,875- 76,500- 33,232- 76,500- 75,500-
4340 STATE REVENUE 72,799- 54,875- 76,500. 33,232- 76,500- 76,500-
4400 CHARGES FOR SERVICES-GENERAL
4426 TOWING REVENUE 91
4400 CHARGES FOR SERVICES-GENERAL 9�
4300 INTERGOVERNMENTAL REVENUE 72,709- 54,875- 76,500- 33,232- 76,500- 76,500-
4001 REVENUES 72,709- 54,675- 76,500- 33,232- 76,500- 76,500-
6001 EXPENDITURES/EXPENSES
6099 PERSONALSERVICES
6100 WAGES AND SALAR�ES
6101 WAGES SALARIES-FT EMPLOYEES 52,005 35,780 67,985 39,828 59,250 59,250
6102 OVERTIME-FT EMPLOYEES 11,103 7,030 419
6100 WAGES AND SALARIES 63,109 42,810 67,985 40,248 59,250 59,250
6120 RETIREMENT CONTRIBUTIONS
6123 PERA POLICE 8 FIRE PLAN
6,626 5,140 8,770 5,192 8,354 8,354
6126 MEDICARE CONTRIBUTIONS 925 656 1,020 614 $59 859
6120 RETIREMENT CONTRIBUTIONS 7,551 5,796 9,790 5,806 9,213 9,2�3
6130 INSURANCE BENEFITS
613'I CAFETERIA PLAN CONTRIBUTIONS 1,595 9,600 5,257 10,212 1�,212
6130 �NSURANCE BENEFITS 1,595 9,600 5,257 10,212 10,212
6150 WORKER'S COMPENSATION
6151 WORKER'S COMP INSURANCE 2,199 1,500 2,787 1,640 2,310 2,310
6150 WORKER'S COMPENSATION 2,199 1,50D 2,787 1,640 2,310 2,310
6099 PERSONAL SERVICES 72,859 51,701 90,162 52,951 80,985 80,985
6199 SUPPLIES
6200 OFFICE SUPPUES
6210 OPERATING SUPPLIES
6214 CLOTHING 8 PERSONAL EQUIPMENT 135
6219 GENERAL OPERATING SUPPLIES 41
6210 OPERATING SUPPLIES 41 135
6240 SMALL TOOLS MINOR EQUIPMENT
6242 MINOR EQUIPMENT ���s$
6243 MINOR COMPUTER EQUIPMENT 5,007 337
6240 SMALL TOOLS MINOR EQUIPMENT 5,007 2,104
6b99 SUPPLIES 5,048 2,239
6299 OTHER CHARGES SERVICES
6300 PROFESSIONAL SERVICES
38
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 2009 2009
Actua� Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
6320 COMMUNICATIONS
6321 TELEPHONE/PAGERS 1,225 268 390
6329 OTHER COMMUNICATION SERVICES 374
6320 COMMUNICATIONS 1,225 268 764
6350 PRINTING AND DUPUCATING
6351 PRINTING 325
6350 PRINTING AND DUPLICATING 325
6400 REPAIR 8 MAINT SERVICES
6401 MOTOR VEHICLE SERVICES 899
6409 OTHER REPAIR MAINT SVCS 607 810
6400 REPAIR 8 MAINT SERVICES 1.50�
6410 RENTALS
6415 OTHER EQUIPMENT 266- 604 3,019
6410 RENTALS 266- 604 3,019
6420 IS SERVICES/UCENSES/FEES
6421 SOFTWARE LICENSE 696
6420 IS SERVICES/UCENSES/FEES 696
6430 MISCELLANEOUS
6432 CONFERENCES AND SCHOOLS 55
6434 DUES SUBSCRIPTIONS 4a 25 20
6430 MISCELLANEOUS 95 25 20
6440 OTHER EXPENSES
6299 OTHER CHARGES SERVICES 2,866 897 5,309
6600 DEBT SERVICE
6001 EXPENDITURES/EXPENSES 75,745 57,646 90,162 60,499 80,985 80,985
4000 REVENUES AND EXPENSES 3,036 2,771 13,662 27,268 4,485 4,485
42187 AUTO THEFT GRANT
3 036 2 771 13,662 27,268 4,485 4,485
39
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 20D8 10/31/2008 20D9 2009
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
42186 COPS GRANT
4000 REVENUES AND EXPENSES
4001 REVENUES
4300 INTERGOVERNMENTAL REVENl1E
4340 STATE REVENUE
4359 OTHER STATE GRANTS/AID 20,136- 113,750- 97,620- 113,750- 113,750-
4340 STATE REVENUE 20,136- 113,750- 97,620- 113,750- 113,750-
4300 INTERGOVERNMENTAL REVENUE 20,136- 113,750- 97,620- 113,750- 113,750-
4001 REVENUES 20,136- 113,�50- 97,620- 113,750- 113,750-
6001 EXPENDITURES/EXPENSES
6099 PERSONALSERVICES
6100 WAGES AND SALARIES
6101 WAGES SALARIES-FT EMPLOYEES 14,354 115,544 77,949 122,685 122,685
6102 OVERTIME-FT EMPLOYEES 2
6100 WAGES AND SALARIES 14,354 115,544 80,661 122,685 122,6B5
6120 RETIREMENT CONTRtBUT10NS
6123 PERA POLiCE FIRE PLAN 1,679 14,905 10,389 17,298 17,298
6126 MEDICARE CONTRIBUTIONS 220 1,733 1,230 1,778 1,778
6120 RETIREMENT CONTRIBUTIONS 1,899 16,638 11,619 19,076 19,076
6130 INSURANCE BENEFITS
6131 CAFETERIA PLAN CONTRIBUTIONS 3,365 19,200 13,411 20,424 20,424
6130 INSURANCE BENEFITS 3,365 19,200 13,411 20,424 20,424
6150 WORKER'S COMPENSATION
6151 WORKER'S COMP INSURANCE 518 4,737 3,256 4,784 4,784
6150 WORKER'S COMPENSATION 518 4,737 3,256 4,784 4,784
6099 PERSONAL SERVICES 2Q'!36 156,119 108,946 166,969 166,969
6199 SUPPLIES
6200 OFFICE SUPPLIES
6240 SMALL TOOLS MINOR EQUIPMENT
6299 OTHER CHARGES SERVICES
6300 PROFESSIONAL SERVICES
6320 COMMUNICATIONS
6350 PRINTING AND DUPUCATWG
6400 REPAIR MAINT SERVICES
6410 RENTALS
6440 OTHER EXPENSES
6001 EXPENDITURES/EXPENSES 20,136 156,119 108,946 166,969 166,969
4000 REVENUES AND EXPENSES 42,369 11,325 53,219 53,219
40
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2�08 10/31/2008 2009 20�9
Actual Actual Final YTD Recommended Approved
Objed Code Description Amount Amount Budget Actual Budget Budget
42168 COPS GRANT 42,369 11,325 53,219 53,219
41
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10t31/2D08 2D09 2009
Adual Adual Final YTD Recommended Approved
Object Code Description Amount AmouM Budget Actual Budget Budget
45020 RECREATION GRANTS
4000 REVENUES AND EXPENSES
4001 REVENUES
4340 STATE REVENUE
4359 OTHER STATE GRANTS/AID 239-
4340 STATE REVENUE 239-
4399 CHARGES FOR SERVICES
4470 CHARGES FOR SERVICES-CARS
4473 CHILDREN RECREATION PROGRAMS 1,275- 1,005- 1,275- 1,243- 1,275- 1,275-
4470 CHARGES FOR SERVICES-CARS 1,275- 1,OOS 1,275 1,243- 1,275- 1,275-
4480 CHARGES FOR SERVICES-COMM CTR
4492 SPECIAL EVENTS 10,287- 11,431- 10,303- 10,985- 11,546- 11,546-
4480 CHARGES FOR SERVICES-COMM CTR 10,287- 11,431- 10,303- 10,985- 11,546- 11,546-
4399 CHARGES FOR SERVICES 11,562- 12,436- 11,578- 12,228- 12,821- 12,821-
4599 MISCELLANEOUS REVENUE
460D MISCELLANEOUS REVENUE
4603 INTEREST EARNINGS 3,234 3,833- 701-
4612 DONATIONS CON7RIBUTIONS 15,264- 4,500 36,483- 8,000- S,ODO-
4600 MISCELLANEOUS REVENUE 3,234- 19,117- 4,500 37,184 8,000- 8,000-
4599 MISCELLANEOUS REVENUE 3,234- 19,117- 4,500 37,184 8,000. 8,000-
4900 OTHER FINANCING SOURCES
4912 CAPITAL CONTRIBUTIONS 12,94&
4921 REFUNDS REIMBURSEMENTS 3,172- 292- 900- 94 900- 900-
4900 OTHER FINANCING SOURCES 16,120- 292- 900- 94- 900- 900-
4001 REVENUES 31,155- 31,845- 7,97& 49,506- 21,721- 21,721-
6001 EXPENDITURES/EXPENSES
6099 PERSONAL SERVICES
6100 WAGES AND SALARIES
6102 OVERTIME-FT EMPLOYEES 704
6103 WAGES-PART TIME EMPLOYEES 4,326 4,662 4,874 5,213 2,782 2,782
610Q WAGES AND SALARIES 5,031 4,662 4,874 5,213 2,782 2,782
6120 RETIREMENT CONTRIBUTIONS
6122 PERA COORDINATED PLAN 89 64 129 1&8 186
6125 FICA 311 289 323 172 172
6126 MEDICARE CONTRIBUTIONS 73 68 76 40 40
6120 RETIREMENT CONTRIBUTIONS 473 420 526 400 400
615D WORKER'S COMPENSATION
6151 WORKER'S COMP INSURANCE 82 57 70 37 37
6150 WORKER'S COMPENSATION 82 57 70 37 37
6099 PERSONAL SERVICES 5,586 5,140 4,874 5,812 3,219 3,219
6199 SUPPLIES
6210 OPERATING SUPPLIES
6219 GENERAL OPERATING SUPPUES 7,962 7,222 10,400 7,011 9,992 9,992
6210 OPERATING SUPPLIES 7,962 7,222 10,400 7,011 9,992 9,992
42
CITY OF BROOKLYN CENTER
BudgetReport
2006 2007 2008 10l31l2008 2D09 2009
Actual Adual Fina! YTD R�.....�.:�._..::ed Approved
Objed Code Description Amount Amount Budget Actual Budget Budget
6220 REPAIR MAINT SUPPLIES
6199 SUPPLIES 7,962 7,222 10,400 7,011 9,992 9,992
6299 OTHER CHARGES SERVICES
6300 PROFESSIONAL SERVICES
63D7 PROFESSIONAL SERVICES 580 182 1,214
6300 PROFESSIONAL SERVICES 580 182 1,214
6320 COMMUNICATIONS
6330 TRANSPORTATION
6339 OTHER TRANSPORTATION EXPENSE 5,670 4,050 4,OSD
6330 TRANSPORTATION 5,670 4,050 4,050
6340 ADVERTISING
6349 OTHER ADVERTISING 398 400 160 40D 400
6340 ADVERTISING 398 400 160 400 400
6350 PRINTING AND DUPUCATING
6351 PRINTING 700
635D PRINTWG AND DUPLICATING 700
6410 RENTALS
6430 MISCELLANEOUS
6431 SPECfALEVENTS 6,107 11,819 12,900 12,478 12,034 12,034
6433 MEETtNG EXPENSES 461
I 6430 MISCELLANEOUS 6,107 11,819 12,900 12,939 12,034 12,034
6440 OTHER EXPENSES
6449 OTHER CONTRACTUAL SERVICE 15,411 6,985 27,750 9,427 8,364 8,364
6499 EXPENSES REIMBURSED 1,038 1,000 600 600
6440 OTHER EXPENSES 16,449 6,985 28,750 9,427 8,964 8,964
6299 OTHER CHARGES SERVICES 23,136 20,084 47,720 23,740 25,448 25,448
i
6600 DEBT SERVICE
6001 EXPENDITURES/EXPENSES 36,664 32,446 62,994 36,563 38,659 36,659
4000 REVENUES AND EXPENSES 5,529 602 55,016 12,943- 16,938 16,938
45020 RECREATION GRANTS 5,529 602 55,016 12,943- 16,938 16,938
43
I
This page has been /et� b/ank intentionally.
44
City of Broof�� Center
2009 Budget
FUND: Fund 27700
DEPT/DIVISION/ACTIVITY: TIF District #2 46412
PROFILE
This fund accounts for all TIF revenues and expenditures for TIF District #2, the Earle
Brown TIF District. This TIF District was the primary financing tool for the
redevelopment of the Ear1e Brown Terrace and Earle Brown Commons senior residential
proj ects..
BACKGROUND OF THE DISTRICT
This District was established in 1985. Its original purposed was to develop retail space,
senior housing and to redevelop and preserve the Eaxle Brown Farm site. Activities
pursued in the district included land acquisitions, road improvement, storm water control,
traffic lights and streetscaping. Projects resulting from the efforts to improve the area
include the Earle Brown Heritage Center, Eaxle Brown Commons and Earle Brown
Terraee senior living facilities, and the Shingle Creek retail center. During 2008, staff
will be studying the District for any residual value and project potential prior to the
required 2010 closing.
DEPARTMENTAL GOALS
Explore possible uses of remaining increment flows during the life of the district
for public improvement projects.
Prepare amendment of plan allowing accumulation of tax increments for use in
any remaining possible improvement projects
Prepaxe for closure of the District by the required July 22, 2010 decertification
date.
PERSONNEL LEVELS
No personnel are assigned to this activity.
CAPITAL OUTLAY
None requested.
45
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 20Q9 2009
Actual Actual Final YTD Recommended Approved
Ob}ect Code Description Amount Amount Budget Actual Budget Budget
27700 TIF DISTRICT #2-EBHC
46412 TIF DISTRICT #2
4000 REVENUES AND EXPENSES
4001 REVENUES
4050 TAXES
4100 AD VALOREM TAXES
4150 TAX INCREMENTS 599,051- 637,173- 624,102- 350,669- 736,405- 736,405-
4100 AD VALOREM TAXES 599,051- 637,173- 624,102- 350,669- 736,405- 736,4D5-
4050 TAXES 599,051- 637,173- 624,102- 350,669- 736,405- 736,405-
4599 MISCELLANEOUS REVENUE
4600 MISCELLANEOUS REVENUE
4603 INTEREST EARNINGS 20,488- 8,049- 5,000- 7,929- 16,200- 16,200-
4605 UNREALIZED INVESTMENT GAIN/LOS 196- 187-
46D0 MISCELLANEOUS REVENUE 20,684- 8,236- 5,000- 7,929- 16,200- 16,200-
4599 MISCELLANEOUS REVENUE 20,684- 8,236- 5,000- 7,929- 16,200- 16,200-
4900 OTHER FINANCING SOURCES
4921 REFUNDS REIMBURSEMENTS 2
4900 OTHER FINANCING SOURCES 2
40D1 REVENUES 619,735- 645,411- 629,102- 358,599- 752,605- 752,605-
6001 EXPENDITURES/EXPENSES
6099 PERSONAL SERVICES
6100 WAGES AND SALARIES
6101 WAGES SALARIES-FT EMPLOYEES 5,533 784
6t00 WAGES AND SALARIES 5,533 784
6120 RETIREMENT CONTRIBUTIONS
6122 PERA COORDINATED PLAN 332 49
6125 FICA 352 50
6126 MEDICARE CONTRIBUTIONS 8z �2
6120 RETIREMENT CONTRIBUTIONS 766 111
6150 WORKER'S COMPENSATION
6151 WORKER'S COMP INSURANCE 33 5
6750 WORKER'S COMPENSATION 33 5
6099 PERSONAL SERVICES 6,332 900
6299 OTHER GHARGES SERVICES
6300 PROFESSIONAL SERVICES
6301 ACCTG, AUDIT FIN'L SERVICES 949 979 2,000 967 1,000 1,000
6303 LEGAL SERVICES 1,056 893 10,000 1,277 5,000 5,000
6307 PROFESSIONAL SERVICES 10,000 10,000 10,000
6300 PROFESSIONAL SERVICES 2,005 1,872 22,000 2,244 16,000 16,000
6320 COMMUNICATIONS
6322 POSTAGE 12
6320 COMMUNICATIONS �Z
6330 TRANSPORTATION
6331 TRAVEL EXPENSEIMILEAGE 25
46
i
CITY OF BROOKLYN CENTER
Budget Report
20D6 2007 20D8 10/31/2008 2009 20D9
Actual Actual Final YTD Recommended Approved
Object Gode! Description Amount Amount Budget Actual Budget Budget
6330 TRANSPORTATION 2
6350 PRINTING AND DUPLICATING
6433 MEETING EXPENSES 15
6350 PRINTING AND DUPLICATING 15
6440 OTHER EXPENSES
6449 OTHER CONTRACTUAL SERVICE 193 657
6440 OTHER EXPENSES 193 657
6470 TRANSFERS AND OTHER USES
6299 OTHER CHARGES SERViCES 2,237 1,885 22,000 2,901 16,OD0 16,000
6500 CAPITAL OUTLAY
6600 DEBT SERVICE
6001 EXPENDITURES/EXPENSES 8,569 2,764 22,000 2,901 16,000 16,000
4000 REVENUES AND EXPENSES 611,166- 642,626- 607,102- 355,698- 736,605- 736,605-
46412 TIF DISTRICT #2 611,166- 642,626- 607,102- 355,698- 736,605- 736,605-
27700 TIF DISTRICT #2-EBHC 611,166- 642,626- 607,102- 355,696- 736,605- 736,605-
47
This a e has been left blank intentiona//y.
P9
48
Ci�j► of Broo� Center
2009 Budget
FUND: Fund 27800
DEPT/DIVISION/ACTIVITY: TIF District #3 46413
PROFILE
This fund accounts for all TIF revenues and expenditures for TIF District #3. Major
redevelopment projects within the District include 69�' and Brooklyn Boulevard, the area
axound 66�' and 252 including the theater and the town homes, as well as the area in and
around Brookdale. Additional development work in this District includes site
consolidation with the acquisition and demolition clearance of the Olive Garden, Cracker
Barrel and Days Inn sites, the acquisition and demolition clearance of the Hmong
America Center. The "Opportunity Site" north of 57�' and east of Shingle Creek is
partially included in the District. The TIF District #3 fund is annually transferring
principal and interest payments to debt services funds for three outstanding TIF Revenue
Bonds; the 2004 B TI Refinancing Revenue Bonds, the 2004D TI Revenue Bonds and the
2008A TI Revenue Bonds.
DEPARTMENTAL GOALS
Implement City Council redevelopment goals and provide for debt service payments.
PERSONNEL LEVELS
No personnel are assigned to this activity.
CAPITAL OUTLAY
None requested.
49
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 20D9 2009
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
27800 TIF DISTRICT #3
46413 TIF DISTRICT #3
4000 REVENUES AND EXPENSES
4001 REVENUES
4050 TAXES
4100 AD VALOREM TAXES
4150 TAX INCREMENTS 1,604,155- 1,701,717- 1,890,991- 998,793- 2,097,465- 2,097,465-
4150.1 MKT VALUE CREDIT-TIF 5,839- 5,753-
4150 TAX INCREMENTS 1,609,994- 1,707,470- 1,890,991- 998,793- 2,097,465- 2,097,465-
4100 AD VALOREM TAXES 1,609,99M 1,707,470- 1,890,991- 998,793- 2,097,465- 2,097,465-
4050 TAXES 1,609,994 1,707,470- 1,890,991- 998,793- 2,097,465- 2,097,465-
43001NTERGOVERNMENTALREVENUE
4362 COUNTY GRANTS/AID 39,784- 58,602- 29,765
430D INTERGOVERNMENTAL REVENUE 39,784- 58,602- 29,765
4599 MISCELLANEOUS REVENUE
4600 MISCELLANEOUS REVENUE
4603 INTEREST EARNINGS 876,854- 727,856- 400,000- 207,524- 249,000- 249,000-
4605 UNREALIZED INVESTMENT GAINlLOS 4,458- 9,606-
4606 OTHER REVENUE 12,500-
4600 MISCELLANEOUS REVENUE 881,312- 737,462- 400,000- 220,024- 249,000. 249,000-
4599 MISCELLANEOUS REVENUE 881,312- 737,462- 400,000- 220;024- 249,000- 249,000-
4900 OTHER FINANCING SOURCES
4911 SALE OF PROPERTY 47,379-
4921 REFUNDS REIMBURSEMENTS
4931 BOND SALES 4,335,000-
4933 DISCOUNT ON BOND SALES 28
4900 OTHER FINANCING SOURCES 47,390- 4,306,823-
4001 REVENUES 2,531,090- 2,550,924- 2,290,991- 5,495,875- 2,346,465- 2,346,465-
6001 EXPENDITURESlEXPENSES,
6099 PERSONAL SERVICES
6100 WAGES AND SALARIES
6101 WAGES SALARIES-FT EMPLOYEES 37,892 32,758 26,917
6100 WAGES AND SALARIES 37,892 32,758 26,917
6120 RETIREMENT CONTRIBUTIONS
6122 PERA COORDINATED PLAN 2,274 2,046 1,748
6125 FICA 2,3B2 2,067 1,689
6126 MEDICARE CONTRIBUTIONS 557 463 395
6120 RETIREMENT CONTRIBUTIONS 5,212 4,597 3,832
615� WORKER'S COMPENSATION
6151 WORKER'S COMP INSURANCE 227 219 204
6150 WORKER'S COMPENSATION 227 219 204
6099 PERSONAL SERVICES 43,331 37,574 30;953
6199 SUPPLIES
6200 OFFICE SUPPLIES
50
CITY OF BROOKLYN CENTER
Budget Reporl
2006 20�7 2006 10/31/2008 20D9 2009
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actuai Budget Budget
6210 OPERATING SUPPLIES
6219 GENERAL OPERATING SUPPLIES 433 368 346
6210 OPERATING SUPPLIES 433 368 346
6199 SUPPLIES 433 368 346
6299 OTHER CHARGES SERVICES
6300 PROFESSIONAL SERVICES
6301 ACCTG, AUDIT FIN'L SERVICES 4,316 3,355 4,000 36,482
6302 ARCH, ENG 8 PLANNING 51,786 71,582 5,000 3,434
6303 LEGAL SERVICES 51,519 136,855 125,000 54,625
6307 PROFESStONAL SERVICES 70,485 149,688 100,000 55,187
6300 PROFESSIONAL SERVICES 178,106 36t,460 234,D00 149,728
6320 COMMUNICATIONS
6322 POSTAGE 1,594
6320 COMMUNICATIONS 1,594
6330 TRANSPORTATION
6331 TRAVEL EXPENSE/MILEAGE 37 252
6333 FREIGHT/DRAYAGE 33 232
6330 TRANSPORTATION 3� 285 232
6340 ADVERTISWG
6342 LEGAL NOTICES ��9 222
6340 ADVERTISING �5 ��9 222
6350 PRINTING AND DUPLICATMG
6351 PRINTING 6,046 226
6350 PRINTING AND DUPLICATING 6,046 226
6360 UTILITY SERVICES
6381 ELECTRIC 3,593 4,646
6382 GAS 314 3- 330
6383 WATER 3,516 4,138 57
6385 SEWER 88 5.233 1 3
6386 STORM SEWER 9,445 23,134 2��3��
6389 STREET LIGHTS 739 1,667
6380 UTILITY SERVICES 17,695 38,815 24,534
6400 REPAIR MAINT SERVICES
6410 RENTALS
6419 OTHER RENTAL EXPENSE 2,130
6410 RENTALS 2,130
6430 MISCELLANEOUS
6433 MEETING EXPENSES 259 59
6430 MISCELLANEOUS 259 59
6440 OTHER EXPENSES
6441 LICENSES, TAXES FEES 9,223 224,861 109,067 235,000 235,000
6449 OTHER CONTRACTUAL SERVICE 467;645 603,162 50,000 270,337
6440 O7HER EXPENSES 476,867 828,042 50,000 379,403 235,000 235,000
51
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2008 10/31/2008 20D9 2009
Actual Actual Final YTD Recommentled Approved
Object Code Description Amount Amount Budget Actual Budget Budget
6470 TRANSFERS AND OTHER USES
6472 ENGINEERING SERVICE TRANSFER 7,616
6474 DEBT SERVICE FUND TRANSFER 1,867,804 1,898,501 1,834,491 437,247 3,592,894 3,592,894
6482 MISC TRANSFER OUT 2,534,809
6499 EXPENSES REIMBURSED 60,000-
6470 TRANSFERS AND OTHER USES 1,827,804 4,441,127 1,834,491 437,247 3,592,894 3,592,894
6299 OTHER CHARGES SERVICES 2,510,613 5,670,754 2,118,491 991,425 3,827,894 3,827,894
65D0 CAPITAL OUTLAY
6501 CAPITAL OUTLAY
6510 LAND 2,913,979 3,605,698 6,475,243
6530 IMPROVEMENTS 1,121,513 44,624
6501 CAPITAL OUTLAY 2,913,979 4,927,212 6,519,867
6500 CAPITAL OUTLAY 2,913,979 4,927,212 6,519,867
6600 DEBT SERVICE
6001 EXPENDITURES/EXPENSES 5,468,357 10,635,907 2,118,491 7,542,591 3,827,894 3,627,894
4000 REVENUES AND EXPENSES 2,937,267 8,064,983 172,500- 2,046,716 1,481,429 1,461,429
46413 TIFDISTRICT#3 2,937,267 8,084,983 172,500- 2,046,716 1,481,429 1,481,429
2�800 TIFDISTRICT#3 2,937,267 8,064,983 172,500- 2,046,716 1,481,429 1,461,429
52
0 Br00 C enter
c� e
�f
2009 Budget
FUND: Fund 27900
DEPT/DIVISION/ACTIVITY: TIF District #4 46414
PROFILE
This fund accounts for all TIF revenues and expenditures for TIF District #4. The clean
up of this contaminated site and its redevelopment has now been completed. Priar to the
redevelopment of this superfund site, the project area had a market value (for tax
purposes) of approximately $2,000,000. Today, the project area has a market value in
excess of $20,000,000 and more than 400 full time jobs have been added. Companies
including Caribou Coffee, Toro Distributing and Wickes Furniture are or have been
tenants in the redeveloped properties.
The financing provided by this district is "pay as you go" financing. Payments are made
to the Developer/Owner who holds two Tax Increment Revenue notes issued by the City.
The TIF paid to the Developer/Owner is equal to 97.5% of the tax increments paid by the
Developer/Owner with the most recent property tax payment. If taxes are not paid by the
property Developer/Owner, no increment is paid back to the Developer/Owner. These
payments are applied to interest owed at that point on the Tax Increment Revenue Notes.
Any remaining increment paid is applied to outstanding pzincipal. These payments are
limited to the earlier of the time that the note is paid in full or the time that the Tax
Increment District is decertified. The District is scheduled to be decertified by December
31, 2020.
DEPARTMENTAL GOALS
Provide for the payment of increment pursuant to the terms of applicable development
agreements for the successful redevelopment of the properties in TIF District #4.
PERSONNEL LEVELS
No personnel are assigned to this activity.
CAPITAL OUTLAY
None requested.
53
I
CITY OF BROOKLYN CENTER
Budget Report
2006 2007 2006 10l31t2008 2009 2009
Actual Actuai Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
2790� TIF DIST #4FRANCE AVE BUS PK
46414 TIF DISTRICT #4
4000 REVENUES AND EXPENSES
4001 REVENUES
4050 TAXES
4100 AD VALOREM TAXES
4150 TAX INCREMENTS 243,289- 276,604- 271,536- 143,601- 301,562- 301,562-
4100 AD VALOREM TAXES 243,289- 276,804- 271,536- 143,601- 301,562- 301,562-
4050 TAXES 243,289- 276,804- 271,536- 143,601- 301,562- 301,562-
4599 MISCELLANEOUS REVENUE
4600 MISCELLANEOUS REVENUE
4603 INTEREST EARNINGS 599- 929- 300-
4605 UNREALIZED INVESTMENT GAIN/LOS 22- 79'
4600 MISCELLANEOUS REVENUE 621- 7,009- 300-
4599 MISCELLANEOUS REVENUE 621- 1,009- 300-
49D0 OTHER FINANCING SOURCES
4915 TRANSFERS W �'3�7
4900 OTHER FINANCING SOURCES
4001 REVENUES 243,909- 277,813- 271,836- 144,918- 301,562- 301,562-
6001 EXPENDITURESiEXPENSES
6099 PERSONAL SERVICES
6100 WAGES AND SALARIES
6101 WAGES SALARIES-FT EMPLOYEES 131 68
6100 WAGES AND SALARIES 131 68
6120 RETIREMENT CONTRIBUTIONS
6122 PERA COORDINATED PLAN 8 4
6125 FICA B 4
6126 MEDICARE CONTRIBUTIONS 2
6120 RETIREMENT CONTRIBUTIONS �a
6150 WORKER'S COMPENSATION
6151 WORKER'S COMP WSURANCE 1
6150 WORKER'S COMPENSATION 1
6099 PERSONALSERVICES 150 78
6299 OTHER CHARGES 6 SERVICES
6300 PROFESSIONAL SERVICES
6301 ACCTG, AUDIT FIN'L SERVICES 608 598 606
6300 PROFESSIONAL SERVICES 608 598 606
6330 TRANSPORTATION
6333 FREIGHT/DRAYAGE 96 56
6330 TRANSPORTATION 96 56
6440 OTHER EXPENSES
6299 OTHER CHARGES SERVICES 705 654 624
54
CITY OF BROOKLYN CENTER
Budget RepoR
2D06 2007 2008 10/31/2008 2009 2009
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
6600 DEBT SERVICE
6602 OTHER DEBT-PRINCIPAL 252,146 245,076 249,813 274,953 286,484 286,484
6600 DE67 SERVICE 252,146 246,076 249,813 274,953 286,484 286,484
6001 EXPENDITURES/EXPENSES 253,001 246,607 249,813 275,577 286,484 266,484
400D REVENUES AND EXPENSES 9,091 31,006- 22,023- 130,659 15,U78- 15,078-
46414 TIF DISTRICT #4 9,D91 31,006- 22,023- 130,659 15,078- 15,078-
27900 TIF DIST #4-FRANCE AVE BUS PK 9,091 31,006- 22,023- 130,659 15,078- 15,078-
55
This page has been left blank intentionally.
56
i�emorandum
Date: 5 November 2008
To: Curt Boganey; City Manager f
From: Daniel Jordet, Director of Fiscai Support Services
Re: BC Liquor Store #1 expansion
Staff has proposed the expansian of the BC Liquor Store #1 rental area by
acquiring the rights to the tobacco shop immediately east of the existing store
area. This additional 1,350 square feet would be used for storage and staging of
larger quantities of product. Purchasing in larger quantities will allow the Store
to gain additional price diseounts on merchandise.
The cost of the expansion is as follows:
Additional Rent: 21,465/year
Additional CAM: 6,325/year
Additional Utilities 2.262/year
Additional Cost Total 30,052/year
The annual cost savings from lower purchase price on inventory shown below is
estimated using 4.5% of our product units, many of them being our best selling
items, and the savings that were ofFered during recent promotions. This is a
minimum amount of savings that indicates a break-even calculation from
expansion of the store. Any additional items available at a discounted price from
the remaining 95.5% of the items in the store would be above and beyond the
cost of expansion.
Yearly Savings on
Purchase of Invento 30 190/ ear details on the attached e-mail copy)
rY Y
The conclusion of this analysis is that the risk of net additional cost by expanding
Store #1 is very low. It would require cost savings on only 4.5% of the current
product units to allow the expansion to break even. Expansion of Store #1 wiil
not lower the net profit of the BC Liquor Fund.
I
I
57
�I�►��O�r+
Q
r''►• �'s
ENTRY ERITRY
r,
r r--
r r I� `1 I� I� I� -i
__�_�j
V
i� i i 90'-0" 18'• �0'-0 16'-�" r 4 •0
i i i;".i i l
ENTRY
��h
�NICHT'S
MUV�JICIh�I. �REr�T FORIR�CI PILCRIk4 BL�C��USTER
UQI�OR CLIPS �E�R �M,ff�hJERS i Vi�E6�
b30D SF 1580 SF 1070 SF 11U0 SF 3�G�1 5F
������y� 1
h
i
_J
i
J V
SERVI�� L�JADIN�
It��IL�I�� LE?�SE ARE� GALGULATED BY ME,4�-UF�ING FROM
THE E'�TERIOR FAGE �F OUTSIDE WALLS TO
=�p�'��� TNE GENTERLINE OF fWY DEMISING WALLS.
NORTH
KKE Arel�ats, Ina.
300firatavenuenorth Pruject O"tG&I3o9.o1 flawunxW�snber
minneapola� mn b6401 R �,L€ R R a,vgust ta. 2GO�
ar�hiteets �8,�,33� �z,�,�,
F,o��e,2�'.��' ��O�KI�YN �Ef�1TER, MIN�lIES43T� �,e�kpd�,
www.kke.com
.minne�P�U� l��rcy�• P���dcna H+lns
Capymg Ar tects, nc
I
Dan Jordet
From: Patty Hartwig
Sent: Monday, November 10, 2008 10:10 AM
To: Dan Jorde#
Subject: 2009 Liquor Store Budgets RE: TelephoneNoice Mail System
The following should be added to the 2009 Liquor Store Budgets for the proposed Telephone/Voice Mail System
49611-6219 $2,000
49611-6243 $4,5Q0
49611-6421- $1,500
Total $8,000
49612-6219 $1,500
49612-6243 $2,200
49612-6421- $1,500
Total $5,200
Let me know if you have any questions. Thanks.
i
58
I
This page has been leti blank intentionally.
59
Ci�jr of Bmo�� �'en�i'
2�09 CAPIT.AL IlVIPROVEMEI'�T PROGRAlVi
PRQFILE
The 2009 Ca ital Im rovement Pro am CIl' is a lanni document that resents a fifteen- ear overview of
P P P n� P Y
scheduled capital pro�ects to address the City's goals for maintaining public' infrastructure. The CIP includes a
long-term financing plan that allows the City to allocate funds for these projects based on assigned priflrities.
T'he fifteen-year horizon of the CIP provides the City with an opportunity ta evaluate project priorities
annually and to adjust the timi�g, scope and cost of projects as new informatir�n becames available. The
information contained in this plan represents an estimate of improvement costs hased on present knowledge
and expected conditioas. Changes in community priorities, infrastructure condition and inflatian rates require
that adjusixnents be made on a routine basis.
A capital improvement is defined as a majer non-recurrin ex nditure related to the City's physical facilities
g P�
and grounds. The 2004-2023 CIP makes a concerted effort to distinguish betrveen major maintenance projects
cor�tained in the City's operating budgets and capital improvement projects financed thrc�ughxhe City's capital
funds and proprietary funds. Typical 'expenditures include the cast to construct raads, utilities, parks, or
municipal structures.
r The CIP is predicated ,on the goals and policies established by the City Council, including the general
development, redevelopment, and maintenance policies that are part of the City's Cornprehensive Plan. A
primary objective of the CIP is to identify projects that further these goals and policies in a manner consistent
with funding opportunities and in coordination with other improvement projects.
CIP Project Types
The Capital Improvement Program proposes capital expenditures totaling $93 million over the next IS years
t for basic improvements� to the City's streets, parks, public utilities, and municipal buildings. A brief
description of the four functional areas is provided below.
�'ubdic t�titities
The City operates five utility systems, four of which have projects included in the CIl' —water, sanitary sewer,
storm drainage, and street lighting; A vast majority of the public utility impravements are constructed in
conjunction with street reeonstruction projects. The remaining portion of public utilities projects include
improvements to water supply vvells, �ater towers, lift stations and force mains.
Street I�rvvetner�ts
Street improvements include reconstruction of neighborhood streets and reconstruction of arteriai and collector
streets. Prapc�sed irnprovements include the installation or reconstruction of curb and gutter along public
roadways. As noted earlier, street improvements are often accompanied by replaceinent of public utilities.
�IP rz�ov aoa3>
1
t
Park Improvements
Park improvements include the construction of tra.ils, shelters, playground equipment, athletic �etd lighting
and other facilities that enhance general park appearance and increase park usa�e by providing recreational
I facilities that m�t community needs.
Capital Budlding Main#enance Imprvvements
Capital building maintenanee impmvements include short and lflng term building and facility improvements
identified in the l8-year Capital Building Maintenance Program approved in 24fl7.
C�P Funding S'nurces
Capital'expr�nditures by funding source for the fifteen-year periad are shown in T'able 1 and tt�ie accompanying
chart. Major funding sources are described below.
Puhlic Utili Ficnds
tY
Customers are billed for services prc�vided by the City's water, sanitary sewer, storm sewer, and street li�hting
public utilities. Fees charged to customers ar� based on o�rating requirements and capital needs to ensure
that equipment and facilities are replaced to mainta.in basic utility services. Annually the. City Council
evaluates the needs of each public utility system and establishes rates for each system to meet those needs.
C ital 1 rovements Fund
This fund is comprised of transfers from the General Fund, repayment af debt from the Golf Course operating
fund, and transfers fram liquar operations. Typically the City Council has directed these funds towards
municipal faeilities sueh as parks, trails, public buildin�s and other general purpcise needs.
Speriat Assessment Gollections
Properties benefiting from street improvements are assessed a portion af the project cc�sts in accordanc� with
the City's Special Assessrnent Policy. Every year the City Council establishes special assessment rates far
projects c�ccurring the follawing year. Rates are typically adjusted annually tta maintain the relative proportion
of special assessments to ather funding sc�urces.
Street Reconstruction Fund
The Street Reconstruction Fund provides for the cost of lacal strr�et imprc�vements alang roa�tv�ays that a.re not
designated as municipal state aid routes. A majority af the revenue for this fund is generated fronn �eneral
fund tr�ansfers and franchise fees char�ed for the use c�f public righ#-af-way by natur�i �as and eiectric utility
cornpanies. The City's ability to provide adequate revenue for the Street Reconstructi�n F"wnd is currently one
of the main limiting factors in determining the rate aL �h future street and utility innprovements can be
acco�rtplished.
Munici al Stat+e Aid 1�fSA Fund
P
State-shared as taxes rovide fundin for street im rovements and rela d costs far those ra�tlwa s identified
P 8 P Y
as MSA streets. The City has 21 miles of roadway identified as MSA str�ets an�d is therefc�re eli�ible to
re�eive fundin� based on this designatian. The annual ams�unt avaiiable is aPproximafiely $�'80,{l00 and
pravides for maintenarice and constructio� activities within th�e City's MSA street system.
F'unds to be Detcrrrs��rr�d
A de�iicated tunding sc�urce for portic�ns of the Capital Huilding R+I�intenance Improvements is yet tn be
s
determined. The Liquor Store Enterprise fund is anticipated to be used in 2U09.
crp ra�vv ar��3>
Total Funding Average Annual Percent of
Need 2009-2023 Fundinq Need Total Need
Water Utility $15,840,450 $1,056,030 17%
Sanitary Sewer Utility $12,273,950 $818,263 14%
Storm Drainage Utility $17,064,000 $1,137,600 18%
Street Lighting Utility $879,700 $58,647 1%
Municipal State Aid $9,085,000 $605,667 10%
Street Reconstruction Fund $12,570,200 $838,013 13%
Capital Projects Fund $2,596,000 $173,067 3%
Special Assessment Collections $17,928,400 $1,195,226 19%
Funds To Be Determined $5,084,900 $338,994 5%
I TOTAL I $93,322,600 I $5,967,720I 100%
TABLE 1. Capital Improvement Program Summary by Funding Source
1
Capital Improvement Program by Funding Source
I
Special
Assessments, Water Utility, 17%
19%
Street Sanitary Sewer,
Construction, 13% 14%
Storm Drainage,
MSA, 10%
Funds To Be
Determined, 5%
Street Light, 1% Capital
Projects, 3%
Table 2. Overview of projects and funding sources for the 2009 Capital Improvement Program. Annual
breakdowns for each project year are accompanied by a brief description of each project.
CIP (2009 2023)
3
I
CIP PROJECT AREAS
2009 2016
w �;���t��;�
_s� a
z=� I a 5
i �n� �:t�'
i
a
i�
3 n1.��E
�I I l�,. i<v
�rsxan l�
�����7 nkt I M '�L I t
r f i 9
3
�I �I hi�� ;W�p��. 1�
I
�w ��i
n
so,'�"
I
F
t�
4
i C
r� _�I �WS,
i, j I C l
�.M t'-'; „�c,��-�p-` i�
1 r �u m�� 1�i
t�
g
I�;
7:
4
1
,s�,�,�
��s���
Sa
Z
a i�
iiY-av7,<
�Z y
Project and Proposed Reconstruction Year:
Complete (64.6 miles 82%)
t �Aldrich Neighborhood 2009
r, �Shingle Creek Pkwy 69th Improvemenls 2009
Dupont Avenue 2010
�Twin Lake N/ Lakeside Neighborhood 2010
1
j vncent Neghborhood 2010 I
1 �LOgan Neighborhood 2011
i 1 Uniry Avenue 2011
t East Palmer Lake Neighborhood 2012 l
�Kylawn Park Neighborhood -2013 �i
Wangstad PaAc Neighbortnod 2014
�prd Avenue Reconstruction 2015
Freeway PaAc Neighbahoad 2015
,-°?+:�-Palmer Lake West Neighbahood 2018
C�a'Or �Freeway Blvd West Reconstruction -2016
BROOKLYN
CENTER
4 November2008
CI P PROJ ECT AREAS
2017 2023
t
lti �#T
i ,�F�� I
r �1li�;; i� y
a� {;y~ E` ',;s
r �li,
r
x� ��t�';
,Fti,
s
�Il�
��!ll:� i
,'�1Ff",��
f y S
1
i
r
�.r, FNn' .r a_
��11 F�"..��_� Llil��.��:� i
3+
t�,
�I:i
o� d
':��--�I
1
..y_,.
W
v� n
.1�� I it
i
i��_ rat�7r;-
u
�zr
r�� I
Project and Proposed Reconstruction Year:
Complete (84.6 milea 62%)
Evergreen Neighborhood 2017
�Firehouse Park Neghbo�hood 2018
hterotate Neighborhood 2019
�Grandview Neighborhoad 2020
Logan, 57th and Lilac Dr. ReconsVUCtion Area 2020
�Ryan Lake ReconsVUCtbn Area 2021
Nornwest Neighborhood 2022
�l51st Avenue Reconstruction 2023
Lyndale ReconsVuctbn Nea 2023
C �53rd ReconsVucUan Nea 2023
BROOKLYN
CENTER
5 November 2008
i r
Table 2
Capital Improvement Program (2009 2023)
Revised November 12, 2008
M
Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects To Be Total Project
Project Assessments Reconst. Fund Fund Utility Utility Utiliry Utility Fund Determined Cost
2009
Atdrich Neighborhood $441,000 $850,000 $0 $1,447,000 $285,000 $205,000 $38,000 $0 $0 $3,266,000
Wetland 639W paRicipation with SCWMC $0 $0 $0 $165,800 $0 $0 $0 $0 $0 $165,800
Shingle Ck Trail Central Park to CR 70 $0 $0 $0 $0 $0 $0 $0 $95,000 $0 $95,000
Arboretum South Parking Lot Reconstruction $0 $0 $0 $0 $0 $0 $0 $21,000 $0 $21,000
West Central Park Trail Rehabilitation $0 $0 $0 $0 $0 $0 $0 $140,000 $0 $140,000
Automated Meter Reading Program I $0 $0 $0 $0 $687,250 $2,061,750 $0 $0 $0 $2,749,000
Centerbrook Golf Course Watermain Replacement $0 $0 $0 $0 $0 $190,000 $0 $0 $0 $190,000
Sanitary Sewer Lining at Brooklyn Dr. and I-694 $0 $0 $0 $0 $51,000 $0 $0 $0 $0 $51,000
Shingle Creek Pkwy/69th Ave Street Improv $0 $0 $650,000 $0 $0 $0 $0 $0 $0 $650,000
Emergency Bypass for Lift Station 6 $0 $0 $0 $0 $102,000 $0 $0 $0 $0 $102,000
Capital Building Maintenance Program 2009 $0 $0 $0 $0 $19,900 $56,100 $0 $0 $172,500 $248,500
Northport Tennis Court Resurfacing $0 $0 $0 $0 $0 $0 $0 $24,000 $0 $24,000
West Palmer Park Tennis Court Resurfacing $0 $0 $0 $0 $0 $0 $0 $22,000 $0 $22,000
Riverdale Open Picnic Shelter $0 a0 g0 $0 $0 $0 $0 $68,000 $0 $68,000
2009 Subtotal $441,000 $850,000 $650,000 $1,612,800 $1,145,150 $2,512,850 $38,000 $370,000 $172,500 $7,792,300
2010
Q Dupont Ave�ue Reco�struction $816,000 $0 $1,365,000 $563,000 $308,000 $290,000 $25,000 $0 $0 $3,367,000
Twin Lake North Lakeside Neighborhood $904,000 $7,305,000___ $77,000 $1,108,000 $970,000 $902,000 $53,000 $0 $0 $5,319,000
Vincent Neighborhood $75,000 $117,000 $0 $155,000 $45,000 $26,000 $0 $0 $0 $418,000 I
Storm Water Ponds 12-002 72-003 Dredging $0 $0 $0 $110,000 $0 $0 $0 $0 $0 $110,000
Capital Building Maintenance Program 2010 $0 $0 $0 $0 $19,200 $39,000 $0 $0 $172,800 $231,000
Willow Lane Open Picnic Shelter $0 $0 $0 $0 $0 $0 $0 $70,000 $0 $70,000
Kylawn and Firehouse Park Trail Rehab. $0 $0 $0 $0 $0 $0 $0 $62,000 $0 $62,000
2010 Subtotal $1,795,000 $1,422,000 $1,442,000 $1,936,000 $1,342,200 $1,257,000 $78,000 $132,000 $172,800 $9,577,000
2011
Logan Neighborhood Reconstruction J $972,000 $906,000 $0 $873,000 $395,000 $720,000 $54,000 $0 $0 $3,920,000
Lift Station No. 9 Force Main Replacement $0 $0 $0 $0 $415,000 $0 $0 $0 $0 $415,000
Emer Generator Replacement for Lift Station No. 2 $0 $0 $0 $0 $60,900 $0 $0 $0 $0 $60,900
Traffic Signal Replace at SCP and I-94 $0 $0 $303,000 $0 $0 $0 $0 $0 $0 $303,000
Slorm Water Pond 12-605 Rehab $0 $0 $0 $49,000 $0 $0 $0 $0 $0 $49,000
Capital Buiidin� Maintenance Program 2011 $0 $0 $0 $0 $55,500 $7,400 $0 $0 $474,200 $537,100
West Palmer Park Building Replacement $0 _$0 $0 $0 $0 $0 $0 $270,000_ $0 $270,000
Unity Avenue Reconstruction $181,000 $128,000 $0 $89,000 $15,000 $206,000 $13,000 $0 $0 $632,000
2011 Subtotai $1,153;000 $1,034,000 $303,000 $1,011,000 $941,400 $933,400 $67,000 $270,000 $474,200 $6,187,000
2012
Ever�reen Park Fence Courl Reconstruction $0 $0 $o $0 $0 I $0 $0 77,000 $0 j $77,000
Evergreen Athletic Field Li�hting Replacement $0 $0 $0 $0 $0 $0 1 $0 $105 000 $0 $105 000
Northport Park Building Replacement $0 j $0 $0 $0 $0 $0 i $0 $275,000 $0 $275 000
i i
Water Tower No. 2 Painting $0 $0 $0 $0 $0 $718,000 $0 $0 $0 $718,000
Slorm Water Pond 18-001 Rehab $0 j $0 $0 $155,000 j $0 $0 $0 $0 $0 $155,000
Siorrri Water Pond 46-001 Rehab $0 $0 $0 $39 000 $0 $0 $0 $0 $0 $39 000
P 9 9 $0
Ca dal Suildin Maint9nance Pro ram 2012 r $0 $0 $0 $17,300 $25,300 $0 j $0 $202,500 $245 100
$860,000 $0 $756 000 $345,000
East Palmer Lake Nei hborhood Reconstruction $768,000 f $315,OOo $40,000 $0 $0 $3,084,000
2012 Subtotal $768,000 $860,000 $0 $950,000 $362,300 $1,058,300 $40,000 $457,000 $202,500 $4,698,100
S:\Budget�2009\Public Works\CIP 2009\2009 DRAFT CIP Table 2.xls
Table 2
Capital Improvement Program (2009 2023)
Revised November 12, 2008
Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects To Be Total Project
Project Assessments Reconst. Fund Fund Utility Utility Utility Utility Fund Determined Cost
2013
Baseball Backstop Replacemants I $0 $0 I $0 $0 $0 $0 $0 $20,000 $0 $20,000
Replace Tra�c Signals at 66th Ave Hwy 252 $0 $0 $150,000 $0 $0 $0 $0 $0 $0 $150,000
Storm Water Pond 60-001 Rehab $0 $0 $0 $17,000 $0 $0 $0 $0 $0 $17,000
Capital Building Maintenance Program 2013 $0 $0 $0 $0 $0 I $111,600 $0 $0 $565,200 $676,800
Humboldt Ave N (53rd to 57th) Reconstruction $260,000 $0 $0 $0 $100,000 $90,000 $28,000 $0 $0 $478,000
MCylawn Park Neighborhood Reconstruction $7,358,000 $866,000 I $538,000 $878,000 $1,005,000 $958,000 $51,000 $0 $0 $5,654,000
2073 Subtotai $1,618,000 $866,000 $688,000 $895,000 $1,105,000 $1,159,600 $79,000 $20,000 $565,200 $6,995,800
2014
Central Park Tennis Courts Resurfacing $0 I $0 $0 $0 I $0 $0 $0 $75,000 I $0 $75,000
Capital Buildirlg Maintenance Program 2014 $0 $0 $0 $0 $54,900 $85,600 $0 $0 $81,900 $222,400
Storm Waler Pond 50-0Ot Rehab $0 $0 $0 $69,000 $0 $0 $0 $0 $0 $69,000
Willow Lane Trail Reconstruction $0 $0 $0 $0 $0 $0 $0 $40,000 $0 $40,000
\Nangstad Park Neighborhood Reconstruction $1,515,000 g1,002,000 $397,000 $965,000 $1,075,000 �$1,005,000 $52,000 $0 $0 $6,011,000
J 2014 Subtotal $1,515,000 $1,002,000 $397,000 $1,034,000 $1,129,900 $1,090,600 $52,000 $115,000 $81,900 $6,417,400
2015
Baseball Fence Replacement $0 $0 $0 $0 $0 $0 $0 $35,000 $0 $35,000
Freeway Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $28,000 $0 $28,000
Water T ower No 3 Painting $0 $0 $0 $0 $0 $410,000 $0 $0 $0 $410,000
Capital Building Maintenance Program 2015 _$0 $0 $0 $0 $3,000 $123,600 $0 $0 $299,600 $426,200
Lions Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $57,000 $0 $57,000
63rd Avenue North Reconstruction $286,000 $0 $2,009,000 $0 $112,000 $90,000 $53,000 $0 $0 $2,550,000
Freeway Park Neighborhood Reconstruction $1,085,000 $1,040,000 $0 $937,000 $880,000 $820,000 $45,000 $0 $0 $4,807,000
2015 Subtotal $1,371,00� $1,040,000 $2,009,000 $937;000 $995,000 $1,443,600 $98,000 $120,000 $299,600 $8,313,200 I
2076
Evergreen Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $50,000 $0 $50,000
Brooklyn Blvd Ciry Entrance Signs $0 $0 $0 $0 $0 $0 $0 $12,000 $0 $12,000
Capital Building Maintenance Program 2016 $0 $0 $0 $0 $110,800 $17,000 $0 $0 $137,100 $264,900
Storm Water Pond 12-004 Rehab $0 $0 $0 $67,000 $0 $0 $0 $0 $0 $67,000
69th Avenue Greenway Fence Rehab $0 $0 $0 $0 $0 $0 $0 $36 000 $0 $36,000
Water Tower No. 1 Paintin� $0 $0 $0 $0 $0 $360,000 $0 $0 $0 $3B0,000
Freew�8lvd West Reconstruction $235,000 $0 $2t5,000 $0 $0 $0 $0 $0 $0 $450,000
Palmer Lake West Neighborhood Reconstruction $975,000 $660,000 $0 $1,200,000 $813,000 $753,000 $50,000 $0 $0 $4,451,000
2016 Subtotal $1,210,000 $660,000 $215,000 $1,267,000 $923,800 $1,130,000 $50,000 $98,000 $137,100 $5,690,900
2017
West River Rd Trail Replacement $0 $0 $0 $0 $0 $0 $0 $115,000 $0 $115,000
Capital Buildmg Maintenance Program 2077 $0 $0 $0 $0 $0 $22,400 $0 $0 $261 100 $283,500
Evergreen Neighborhood Reconstruction $1,527,000 $700,000 $1,195,000 j $1,500,000 $710,000 $1,305,00a $65,000 $0 $0 $7,002,��0
2017 Subtotal $1,527,000 $700,000 $1,195,000 $1,500,000 $710,000 $1,327,400 $65,000 $115,000 $261,100 $7,400,500
2018
Central Park East Traii Replacement $0 $0 __$0 $0 $0 $0 $0 $98,000 f $0 $98,000
Caprtal Buiiding Meintenance Program 2018 j $0 $0 $0 $0 $20,600 j $47,900 $0 $0 $389,500 $458,000
Firehouse Park Neighborhood Reconstruction $1,903,000 $1,050,000 $405,000 $2,116,000 $827,000 $735,000 $70,000 $0 i $0 $7,106,000
2018 Subtotal $1,903,000 $1,050,000 $405,000 $2,176,000 $847,600 $782,900 $70,000 $98,000 $389,500 $7,662,000
S:16udget�2009\Public Works\CtP 2009\2009 DRAFT CIP Table 2.xls
Table 2
Capital Improvement Program (2009 2023)
Revised November 12, 2008
SQecial Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects To Be Total Project
Praject Assessmenis Reconst. Fund Fund Utility Utility Utility Utility Fund Determined Cost
Zo,s l
Park Playqround Equip Replaceme�t $0 $0 $0 $0 $0 $0 $0 $203,000 $0 $203,000
Capital Building Maintenance Program 2019 $0 $0 $0 $0 $2,600 $11,300 $0 $0 $480,400 $494,300
Interstate Neighborhood Reconstruction $1,120,000 $1,025,000 $0 $1,670,000 $1,090,000 $1,020,000 $48,000 $0 $0 $5,973,000
2019 Subtotal $1,120,000 $1,025,000 $0 $1,670,000 $1,092,600 $1,031,300 $48,000 $263,000 $480,400 �6,670,300
2020
Park Playground Equip Replacement $0 I $0 $0 $0 $0 $0 $0 $207,000 $0 $207,000
Capital Building Maintenance Prog�am 2020 $0 $0 $0 I $0 $6,300 I $42,700 $0 I $0 $831,600 $880,000
Logan/LilaG59th Avenue Reconstruction $450,000 I $0 $1,075,000 $0 $46,000 $150,000 $20,000 $0 $0 $1,741,000
Grandview Neighbofiood Reconstruction $2,070,000 $950,000 $305,000 $1,465,000 $1,175,000 �$1,100,000 $84,000 $0 $0 $7,149,000
2020 Subtotal $2,520,000 $950,000 $1,380,000 $1,465,000 $1,227,300 $1,292,100 $104,000 $207,000 $831,600 $9,977,000
2021
Park Playground Equip Replacement $0 $0 $0 I $0 $0 I $0 $0 I $211,000 $0 $211,000
Capital Building Maintenance Program 2021 $0 $0 $0 I $0 $3,100 $0 $0 $0 $95,700 $98,800
Ryan Lake Industrial Park $335,000 $165,000 $0 I $437,000 $211,000 $541,000 $32,000 $0 $0 $1,721,000
2021 Subtotal $335,000 $165,000 $0 $437,000 $214,100 $541,000 $32,000 $211,000 $95,700 $2,030,800
2022 j
Palmer Lake Trail Mill and Overlay $0 $0 $0 $0 $0 $0 $0 $180,000 $0 $180,000
Capital Buildinq Maintenance Pro�ram 2022 $0 $0 $0 $0 $3,600 $37,700 $0 $0 $366,300 $407,600
Northwest Area Neighborhood Mill OveAay $125,000 $215,000 $0 $35,000 $25,000 $25,000 $0 $0 $0 $425,000
2022 Subtotal $125,000 $215,000 $0 $35,000 $28,600 $62,700 $0 $180,000 $366,300 $1,012,600
2023
Capital Building Maintenance Program 2023 $0 $0 $0 $0 I $4,000 I $7,700 $0 __$0 $554,500 $566,200
51 st Avenue Reconstruction $74,000 $137,300 $0 $25,000 I $30,000 $30,000 $7,500 $0 $0 $303,800
53rd Avenue Reconstruction Area $353,300 $408,000 $401,000 $143,200 I $145,000 I $155,000 $40,200 $0 $0 $1,645,700
Lyndale Avenue Reco�struction Area $100,100 $185,900 $0 $30,000 I $30,000 $25,000 $11,000 $0 $0 $382,000
2023 Subtotal $527,400 $731,200 $401,000 $198,200 $209,000 $217,700 $58,700 $0 $554,500 $2,897,700
I I
S:\Budget�2009\Public Works\CIP 2009\2009 DRA� CIP Table 2.zls
PROJECT DESCRIPTIONS
2009 2023 Capital Improvement Program
City of Brooklyn Center
Street and Utility Improvement Projects
Aldrich Neighborhood Improvements
Humboldt Avenue South Improvements
Dupont Avenue Neighborhood Improvements
Twin Lake North Improvements
Logan Neighborhood Improvements
Unity Avenue Improvements
East Palmer Lake Neighborhood Improvements
Kylawn Park Neighborhood Improvements
Wangstad Park Neighborhood Improvements
63` Avenue Improvements
Freeway Park Neighborhood Improvements
Freeway Boulevard West Improvements
Vincent Neighborhoad Improvements
Palmer Lake West Improvements
Evergreen Park Neighborhood Improvements
Firehouse Park Neighborhood Improvements
Interstate Neighborhood Improvements
Logan, 59`� and Lilac Drive Improvements
Grandview Park Neighborhood Improvements
Ryan Lake Industrial Park Improvements
51 S Avenue North Irnprovements
53` Avenue Neighborhood Improvements
Lyndale Avenue Neighborhood Improvements
Miscellaneous Water Main and Sanitary Sewer Improvements
Automated Meter Reading Program
Lining Sanitaty Sewer Under I-694 at Brooklyn Drive
Emergency Bypass for Lift Sta,tion No. 6
Centerbrook Golf Course Water Main Improvements
Water Tower No. 1 Painting
Water Tower No. 2 Painting
Water Tower No. 3 Painting
r
Project Summary
2009 Capital Improvement Program
9
Storm Water Improvements
Wetland 639W
Storm Water Pond 12-002
Storm Water Pond 12-003
Storm Water Pond 12-004
Storm Water Pond 12-005
Storm Water Pond 18-001
Storm Water Pond 46-001
Storm Water Pond 50-001
Storm Water Pond 60-001
Park and Trail Improvements
Shingle Creek Trail Improvements
Arboretum Park South Parking Lot Reconstruction
West Central Park Trail Improvements
Northport Tennis Court Resurfacing
West Palmer Park Tennis Court Resurfacing
Riverdale Park Open Picnic Shelter
Willow Lane Park Open Picnic Shelter
Firehouse Park Trail Improvements
Kylawn Park Trail Improvements
West Palmer Park Improvements
Evergreen Park Fence and Tennis Court Reconstruction
Evergreen Athletic Field Lighting Replacernent
Northport Park Building
Baseball Backstop Replacements
Central Park Tennis Court Resurfacing
Willow Lane Park Trail Im rovements
P
Baseball Fence Replacement
Freeway Park Trail Improvements
Lions Park Trail Improvements
Evergreen Park Trail Improvements
Brooklyn Boulevard City Entrance Signs
69�' Avenue Gr�enway Fence Rehabilitation
West River Road Trail Improvements
Central Park East Trail Improvements
Play Ground Equipment Replacement
Palmer Lake Trail Mill and Overlay
Project Summary
2009 Capital Improvement Program
10
Aldrich Neighborhood Improvements
The Aldrich Neighborhood project area extends from Dupont i+
Avenue to Interstate 94 and from 59`� Avenue to 57`� Avenue.
The project area contains a total of 8,010 linear feet of local
streets. The neighborhood consists of approximately 103
residential properties. a
Streets Av
The majority of the streets in the project area were originally
constructed in 1968 through 1969. Existing streets are
generally 30 feet wide with no curb and gutter. The street
pavement is deteriorated throughout most of the neighborhood
due to the age of the pavement and inadequate drainage.
Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and
gutter to improve drainage and full depth replacement of bituminous street pavement.
Water main
The existing water main in the Aldrich Neighborhood area consists of 6-inch, 8-inch and 10-inch diameter
cast iron pipe throughout the project area and 24-inch diameter steel water main along 59` Avenue. A
majority of the existing cast iron waterman was installed between 1964 and 1968 and is believed to have
an internal lining. New segments of 8-inch diameter water main and sanitary sewer were installed on the
southern part of Camden Avenue as part of the 1996-06 project. A condition survey must be conducted
for the existing water system in the neighborhood to determine the extent of corrosion. Water records
indicate one main break has occurred within the neighborhood. The water main is in fair condition based
on current maintenance records. The current project cost estimate includes replacement of watermain
along Aldrich, Bryant and Camden Avenues due to isolated areas of corrosion or as necessary to allow for
the replacement of sanitary sewer and trunk storm sewer within the neighborhood.
Sanitary Sewer
The existing sanitary sewer eonsists of 8-inch diameter vitrified clay pipe lateral sewers along local
streets and a 12-inch diameter reinforced concrete trunk sewer along the Xcel easement between 57�'
Avenue and 58`�' Avenue. These sewers were originally installed between 1959 and 1962.
Approximately 75 percent of the sanitary sewer is subjected to problems with root intrusion. Root sawing
must be performed on an annual basis to maintain the system conveyance capacity. The condition of the
sanitary sewer system within the neighborhood is rated as fair to poor. The current project cost estimate
includes replacement of approximately 50 percent of the 8-inch diameter sanitary sewer. The sanitary
sewer located along Camden Avenue must be lowered to facilitate the installation of a new trunk storm
sewer between 57�' and 59�' Avenues.
Storm Sewer
A substantial portion of the southeastern section of the city drains through two trunk storm sewers located
along 59�' Avenue and along the west side of Interstate 94. These trunk storm sewers, installed in 1952,
are under-sized and do not provide sufficient capacity to convey storm water runoff through the
neighborhood and under Interstate 94. The installation of new trunk storm sewers along Camden Avenue,
S9�' Avenue and under I-94 is necessary to prevent local flooding. The cunent project cost estimate
includes the replacement of storm sewer throughout the project area, boring a new trunk storm line under
Interstate 94 and installation of two precast water quality treatment devises. A detailed description of the
proposed storm drainage improvements are further described in a feasibility report titled "59�` Avenue
Trunk Storm Sewer Improvements" prepared by Bonestroo Associates in 2006.
Project Summary
2009 Capital Improvement Program
11
Shingle Creek Parkway and 69 Avenue Street Improvements
t
r
a
z ...89Ri. AYE N
I
4',� H� q�y
y
a
�;1�
U i if,_t
INi FRSTAiF 9
�4R.
The Shingle Creek Parkway and 69` Avenue project area extends from Brooklyn Blvd to Shingle Creek
Pkwy along 69`�' Avenue and from 69"' Avenue to the Shingle Creek Bridge along Shingle Creek Pkwy. j
The project area contains a total of 5,692 linear feet of local streets.
Streets
This segment of roadway is designated as a Municipal State Aid Route. 69`� Avenue was reconstructed in
1993. Shingle Creek Pkwy was most recently reconstructed in 1995. Existing streets are generally 70 to
85 feet wide with concrete curb and gutter and raised concrete medians. The street pavement e�ibits a
moderate rate of deterioration due to higher volumes of traffic. The current cost estimate assumes street
improvements that consist of appro�umately 25 percent curb replacement, 10 percent sidewaik
replacement, 25 �ercent concrete apron replacement, a 2-inch mill and overlay of the bituminous
pavement on 69 Avenue between Brooklyn Blvd and Drew Avenue and full depth pavement
replacement on the remainder of the project.
Water main r
The existing water main in the Shingle Creek Pkwy and 69�' Avenue project area consists of 10-inch, 16-
inch and 18-inch diameter cast iron pipe (CIP) installed between 1956 and 1969. A second 16-inch
diameter ductile iron pipe water main was installed on 69�' Avenue in 1993 when the road was
reconstructed. The water main is in good condition based on current maintenance records. The current
project cost estimate includes no water main replacement.
Sanitary Sewer
The existing sanitary sewer along 69�' Avenue consists of 8-inch and 18-inch diameter poly vinyl chloride
(PVC) pipe installed in 1993. The existing sanitary sewer on Shingle Geek Pkwy consists of 10-inch
diameter vitrified clay pipe installed in 1969. The condition of the sanitary sewer system within the
neighborhood is rated as good. The current project cost estimate includes no sanitary sewer replacement.
Storm Sewer
The storm sewer on 69�' Avenue consists of 12-inch to 27-inch diameter reinforced concrete pipe that
drains to Palmer Lake. This storm sewer was installed in 1956 and 1993. The storm sewer on Shingle
Creek Pkwy consists of 12-inch to 48-inch diameter reinforced concrete pipe that drains to Shingle Creek.
This storm sewer was instalied in 1969. The condition of the s#orm sewer within the neighborhood is
rated as good. The current project cost estimate includes replacing storm structure castings and isolated
portions of lateral storm sewer as necessary.
Project Summary
2009 Capital Improvement Program
IZ
Humboldt Avenue South Improvements
The Humboldt Avenue South project area extends from 53` Avenue to 57`�'
Avenue. The total project length is approximately 2,660 linear feet. The STfM A� M
neighborhood consists of approximately 56 residential properties.
Streets
This segment of roadway is a Hennepin County Roadway. Humboldt
Avenue was originally constructed between 1966 and 1969. Existing streets
are generaliy 36 feet wide with no curb and gutter. The street pavement is x
deteriorated due to the age of the pavement and inadequate drainage. This
project is included in the City's CIP due to a potential cost sharing agreement
for the street and drainage improvements and funding for water main and
t sanitary sewer improvements as described below. S9�
Water main
The existing water main in the Humboldt Avenue South project area consists
of 6-inch diameter cast iron pipe (CIP) mstalled in 1966. A condition survey
must be conducted for the existing water system in the project area to "TM
determine the extent of corrosion. The water main is in fair condition based
on current maintenance records. The current project cost estimate assumes
that water main will be replaced between 53' and 55`� Avenues to coincide
with sanitary sewer replacement.
d711D AfE J�
Sanitary Sewer
The existing sanitary sewer consists of 8-inch diameter vitrified clay �ipe lateral sewers. These sewers
were originally installed in 1952. Sanitary sewer between 53� and 55 Avenues is subjected to frequent
problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system
conveyance capacity. The current project cost estimate includes replacement of sanitary sewer between
53`a and 55�` Avenues.
Storm Sewer
The storm sewer on Humboldt Avenue consists of 18-inch diameter corrugated metal pipe that drains to a
trunk line along 55`� Avenue. This storm sewer was installed in 1952. The current project cost estimate
includes replacing 100 percent of the storm sewer. The cost estimate assumes that Brooklyn Center may
contribute to a portion of the storm drainage cost for the project.
i
Project Summary
2009 Capital Improvement Program
13
I
Dupont Avenue Neighborhood Improvements
The Dupont Avenue Neighborhood project area extends from 73` Avenue to 57`�
Avenue. The total project length is 10,007 feet. The neighborhood consists of
approximately 140 residential properties and the Brooklyn Center High School
property and one city parceL
Streets
The entire length of the project area is designated as a Minnesota State Aid Route.
The majority of the streets in the project area were originally constructed between
1963 and 1968. The existing street between 57�' Avenue and 67` Avenue is 42 feet
wide with concrete curb and gutter. The existing street between 67' Avenue and 73`
Avenue are 30 feet wide with no curb and gutter. The overall pavement condition
rating is fair to poor. Proposed street improvements consist of the reconstruction of
the street subgrade, installation of curb and gutter to improve drainage and placement
of bituminous street pavement between 59`� Avenue and Lilac Drive N and between
67"' Avenue and 73` Avenue. Proposed improvements for the remaining areas
include 20 percent curb replacement, 10 percent sidewalk replacement and
installation on new street pavement.
Water main
The existing water main in the south portion of the project area is 6-inch diameter
cast iron pipe installed in 1968 and 1969. Dupont Avenue between Interstate 94 and
69`�' Avenue contains a 30-inch steel water main installed in 1963. The water main
between 69' Avenue and 73` Avenue consists of 6-inch and 12-inch cast iron pipe
installed in 1961 and 1962. A majority of the existing water main is believed to have
a cement based internal liner. The corrosion rate within the project area has not been
thoroughly documented at this time. However, there is a history of water main brealcs along Dupont
Avenue between 69`� and 73rd. The current project estimate includes complete water main replacement
between 59�` Avenue and Lilac Drive N and between 67` Avenue and 73` Avenue. No water main
replacement is anticipated in the remaining areas.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in
1960, 1961 and 1967. Approximately 25 percent of the sanitary sewer is subjected to frequent problems
with root intrusion. Root sawing must be performed on an annual basis to maintain the system
conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair.
The current project cost estimate includes 100 percent sanitary.sewer replacement between 57'� Avenue
and Lilac Drive N and between 67`" Avenue and 73` Avenue.
Storm Sewer
A majority of the storrn water runoff from the project area is collected in the existing storm sewer system
and conveyed to the existing trunk storm sewer lines flowing to the Mississippi River. These trunk storm
lines area located on 70�' Avenue, 65�' Avenue, 59`� Avenue and 57�` Avenue. The current project cost
estimate includes 100 percent storm sewer replacement between 57`� Avenue and Lilac Drive N and
between 67�' Avenue and 73`� Avenue. The cost estimate also includes the replacement of approximately
5 catch basins and approxunately 700 feet of smaller diameter lateral storm pipe in the remaining areas.
Project Summary
2009 Capital Improvement Frogram
14
Twin Lake North Improvements
The north portion of the Twin Lake North project area extends v
from County Road 10 to 55`�' Ave, and from Admiral Lane to
Brooklyn Blvd. The south portion of the project area extends
from 53` Ave. to 50` Ave., and from East Twin Lake Blvd to
Highway 100. The total project length is 15,745 feet. The
neighborhood consists of approximately 209 residential i�
properties (R1 and R4j and 4 commercial properties (C1).
g
Streets
S l s Avenue east of Brooklyn Blvd is a designated Municipal
State Aid Route. The majority of the streets in the project area
were originally constructed in 1965 and 1967. Existing streets
are generally 30 feet wide with no curb and gutter. The service
road along Brooklyn Boulevard is currently 25 feet wide. The
street pavement is deteriorated throughout most of the
neighborhood. The overall pavement condition rating is fair to h
poor. Proposed street improvements consist of the
reconstruction of the street subgrade, installation of curb and
gutter to improve drainage and placement of bituminous street
pavement.
Water main
The existing water main in the north portion of the project area is 6-inch diameter cast iron pipe installed
in 1965. The south portion of the project area contains 6-inch and 8-inch diameter cast iron pipe installed
in 1966 and 1967. A majority of the existing water main is believed to have a cement based internal liner.
The corrosion rate within the project area has not been thoroughly documented at this time. However,
there is a history of water main breaks along East Twin Lake Blvd. and Great View Avenue. The current
project estimate assumes complete replacement of the water main within the project area.
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8-inch diameter vitrified clay pipe
(VCP) installed in 1956 and 1958. The south portion of the project area contains 8-inch diameter VCP
installed in 1958 and 1960. Approximately 75 percent of the sanitary sewer is subjected to frequent
problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system
conveyance capacity. The condition of the sanitary sewer systern within the neighborhood is rated as
poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the
project. Further investigation of the sewer line within Brooklyn Boulevard.is necessary to determine if
cured-in-place pipe rehabilitation is necessary or warranted.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the regional storm water treatment facility in Centerbrook Golf Course. Runoff from the
portion of the project area south of 53` Avenue and West of France Avenue is conveyed to Twin Lake A
portion of the existing storm sewer system within the project area could be salvaged, although it is
anticipated that expansion of the systern and higher capacity will be needed to mmnnize local floodmg.
The current project cost estimate assumes complete replacement of the storm sewer system as part of the
scheduled neighborhood improvements. The current cost estimate includes an in-line treatrnent device to
remove sediment prior to dischazging runoff into Twin Lake.
Project Summary
20(��apital Improvement Program
15
Logan Neighborhood Improvements
The Logan Neighborhood project area extends from Logan Avenue to
Humboldt Avenue and from 73` Avenue to 69`� Avenue. The project area
includes a total of approximately 12,321 feet of local streets. The
neighborhood consists of approximately 210 single family residential
properties (Rl) and 1 multi-family residential property (RS).
Streets r
The majority of the streets in the project area were originally constructed
in 1962 through 1969. Existing streets are generally 30 feet wide with no x r A
curb and gutter. Poor surface drainage and low stability subgrade material E Z
has resulted in deteriorated pavement throughout the neighborhood.
Proposed street improvements consist of the reconstruction of the street
subgrade, installation of curb and gutter to improve drainage and
placement of bituminous street pavement.
I
Water main
Existing water main in the Logan Neighborhood area consists of 6-inch ti a9TM s
and 10-inch diameter cast iron pipe installed between 1960 and 1969.
Higher corrosion rates have been noted within a majority of the project area. Water records inclicate
thirteen main breaks have occurred within the area. Several isolation valves have also failed within the
project area. Complete water main replacement within the project area is scheduled.
Sanitary Sewer
Existing sanitary sewer within the neighborhood consists of 8-inch and 10-inch diameter vitrified clay
pipe originally installed in 1960 and i965. A short segment of sanitary sewer along Irving Avenue was
installed in 1978. Approximately 30 percent of the sanitary sewer is subjected to frequent problems with
root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. A televising inspection is necessary to determine the extent of sanitary sewer replacement is
justified. The current project cost estimate includes the replacement of 50 percent of the sanitary sewer
pipes and access structures within the neighborhood. The cost estimate also includes cured-in-place pipe
rehabilitation for the 10-inch diameter sanitary sewer extending along 71 Avenue from Logan Avenue to
Humboldt Avenue. The actual cost may need to be adjusted upon completion of a condition survey.
Storm Sewer
The existing storm sewer in the project area ranges in size from 18-inch to 33-inch diameter reinforced
concrete pipe. The project area contains one trunk storm line ruruiing through an easement from 73
Avenue to 71 Avenue, then flowing east to Humboldt Avenue. The current project cost estimate
assumes that an expansion and replacement of a vast majority of the storm sewer system will be necessary
as part of the scheduled neighborhood improvements. The current estimate does not include replacement
of the trunk storm sewer noted above.
Project Summary
2009 Capital Improvement Program
lb
I
1
Unity Avenue Improvements
The Unity Avenue project area extends from the north city limits to 69` I
Avenue. The total ro'ect len h is 2,786 feet. The nei barhood
P J S�
consists of approximately 100 residential properties (R3).
0
Streets
The Unity Avenue was originally constructed in 1978. The existing l�
street is 30 feet wide with concrete curb and gutter. The overall
pavement condition rating is fair. Private streets adjacent to Unity
Avenue, such as 71 72 and 73` Circle, are not included as part of the
project. Proposed street improvements consist of the reconstruction of
the of bituminous street pavement and replacement of concrete curb as
necessary based on the extent of water main replacement on the west
side of Unity Avenue.
Water main Z
The existing water main in the project area is 8-inch and 10-inch
diameter ductile iron pipe installed in 1977 and 1978. The corrosion
rate within the project area has not been thoroughly documented at this
time. The Public Utility Division will excavate and inspect various ti
fittings to determine the extent of water main replacement that is
warranted. Water records indicate that two main breaks have occurred within the neighborhood.
Elevated corrosian rates have been documented within this segment of watermain. The current project
estimate includes replacement of water main along Unity Avenue.
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8-inch and 10-inch diameter poly
vinyl chloride (PVC) pipe installed in 1977. The condition of the sanitary sewer system within the
neighborhood is rated as good. The current project estimate includes replacement sanitary sewer castings
only.
Storm Sewer
A ma'ori of the storm water runoff from the ro�ect area is collected in the existin storm sewer s stem
J h' P J g Y
and conveyed to the storm water ponds surrounding Unity Avenue. The existing storm sewer in the
project area consists of 15-inch to 24-inch diameter reinforced concrete pipe installed in 1978. The
current ro'ect cost estimate i 1 1 d ortions of lateral
nc udes re lacin storm structure castin s and iso ate
P J P g g P
storm sewer as necessary.
I I Project Summary
2009 Capital Improvement Program
17
East Palmer Lake Neigl��orhood Improvements
The East Palmer Lake Neighborhood project area extends from Penn
Avenue to Morgan Avenue and from 69th Avenue to 73` Avenue. The
project area includes a total of approxirnately 10,460 feet of local streets.
The neighborhood consists of approximately 169 single family residential
properties.
x
Streets
The majority of the streets in the project area were originally constructed
between 1962 and 1969. Existing streets are generally 30 feet wide with no
curb and gutter. Poor surface drainage and low stability subgrade material
has resulted in deteriorated pavement throughout the neighborhood. x
Proposed street improvements consist of the reconstruction of the street
subgrade, installation of curb and gutter to improve drainage and placement
of bituminous street pavement. ""r
Water main
Existing water main in the East Palmer Lake Neighborhood area consists of
6-inch diameter cast iron pipe installed between 1960 and 1969. Water k
records indicate that no water main breaks have occurred within the project
area. The Public Utility Division will excavate and inspect various fittings to determine the extent of
water main replacement that is warranted. The replacement of approximately 50 percent of the water
main within the project area is currently included in the project cost estimate to facilitate replacement of
sanitary sewer as noted below.
Sanitary Sewer
Existing sanitary sewer within the neighborhood consists of 8-inch and 10-inch diameter vitrified clay
pipe originally installed in 1960 and 1965. Approximately 30 percent of the sanitary sewer is subjected to
frequent problems with root intrusion. Root sawing rnust be performed on an annual basis to maintain the
system conveyance capacity. A televising mspection is necessary to determme the extent of sanitary
sewer replacement is justified. An estimated 50 percent of the sewer system is in poor condition. The
current project cost estimate assumes replacement of 50 percent of the sanitary sewer pipes and access
structures. The actual cost may be reduced upon completion of a condition survey.
Storm Sewer
The existing storm sewer ranges in size from 15-inch to 21-inch diameter reinforced concrete pipe. The
project area contains three small storm sewer lines that run to Palmer Lake. Much of the small diameter
storm sewer must be reconfigured to reduce local flooding and preserve street pavement. The current cost
estimate assumes replacement of all storm sewer in the project area.
Project Summary
2009 Capital Improvement Program
Kylawn Park Neighborhood Improvements
The north portion of the Kylawn Park
Neighborhood project area extends frorn County
Road 10 to 61 St Ave, and from June Ave to
Brooklyn Blvd. The south portion of the project g
area includes 58�' Place and Major Ave. The total x r
project length is 15,311 feet. The neighborhood Y
consists of approximatel 279 residential
Y
properties (R1 and R4) and 1 commercial property
(Cl)•
Streets 1.
1 June Avenue from County Road 10 to 61 Avenue
is designated as a Municipal State Aid Route. The
majority of the streets in the project area were
originally constructed in 1965 and 1968. E�cisting
streets are generally 30 feet wide with no curb and
gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavernent
condition rating is poor. Proposed street improvements consist of the reconstruction of the street
subgrade, installation of curb and gutter to improve drainage and placement of bituminous street
pavement.
Water main
The existing water main on June Avenue is 8-inch diameter cast iron pipe installed in 1955. The
remaining project area consists of 6-inch cast iron pipe installed between 1963 and 1966. A majority of
the existing water main is believed to have a cement based internal liner. The corrosion rate within the
project area has not been thoroughly documented at this time. Water records indicate that three main
breaks have occurred within the neighbarhood. In general, cast iron water main is highly vulnerable to
leaks and breaks when disturbed by replacement of adjacent sanitary sewer as noted below. The current
project estimate includes complete replacement of water main within the project area to facilitate the
replacement of sanitary sewer as noted below.
Sanitary Sewer
The sanitary sewer along Major Avenue consists for 8-inch diameter vitrified clay pipe (VCP) installed in
1967. The remaining project area contains 8-inch and 10-inch diameter vitrified clay pipe installed
between 1956 and 1959. Approximately 90 percent of the sanitary sewer is subjected to frequent
problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system
conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as
poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the
project.
Storm Sewer
The sto�'m water runoff from the southeast portion of the project area is collected in the existing storm
sewer system and conveyed to the regional storm water treatment facility in Centerbrook Golf Course.
Runoff from the southwest portion of the project area is conveyed to the Northport Park storm water
pond. Expansion of the storm system and increased conveyance capacity is needed to minimize local
flooding. The cunent project cost estimate assumes complete replacement of the storm sewer system as
part of the neighborhood improvements.
Project Summary
2009 Capital Improvement Program
19
Wangstad Park Neighborhood Improvements
The Wangstad Park Neighborhood extends from
N A M
u
Noble Ave. to Brooklyn Blvd and from 63` Ave.
to 61 Ave. The total project length is 15,884 feet. a
The neighborhood consists of approximately 257
residential properties (Rl and R4) and 6
5 ��.aa Y
commercial properties (C 1).
p Q 615/ AY[ N
���QY�" 6I A
June Avenue from 61S` to 63` is a designated
Municipal State Aid Route. The majority of the
streets in the project area were originally
constructed between 1966 and 1968. Existing streets are generally 30 feet wide with no curb and gutter.
The street pavement is deteriorated throughout most of the neighborhood. The overall pavement
condition rating is poor. Proposed street improvemen#s consist of the reconstruction of the street
subgrade, installation of curb and gutter to improve drainage and placement of bituminous street
pavement.
Water main
The existing water main in the project area is 6-inch and 8-inch diameter cast iron pipe installed in 1955
and between 1960 and 1969. A majority of the existing water main is believed to have a cement based
internal liner. The corrosion rate within the project area has not been thoroughly documented at this time.
Water records indicate that three main breaks have occurred within the neighborhood. In general, cast
iron water main is highly vulnerable to leaks and breaks when disturbed by replacement of adjacent
sanitary sewer as noted below. The current project estimate includes replacement of the water main
within the project area to facilitate the replacement of sanitary sewer as noted below,
Sanitary Sewer
The sanitary sewer the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed between
1956 and 1960. Approximately 85 percent of the sanitary sewer is subjected to frequent problems with
root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete
replacement of all sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
The Wangstad Park Neighborhood has only one short stretch of storm sewer on 61 Avenue. An
expansion of the storm drainage system within the project area is necessary to reduce local flooding and
preserve street pavement. The existing storm sewer in the project area flows from France Avenue. to
Brooklyn Blvd. The pipe size and material are unknown. The cost estimate for this project area assumes
new storm sewer installation in the entire project area.
Project Summary
2009 Capital Improvement Program
2�
63r Avenue Improvements
u�`
1
�M
The 63` Avenue project area extends from the west City Limits to Brooklyn Boulevard. The project area
contains a total of 5,709 linear feet of local streets. The neighbarhood consists of approximately 55
residential properties (R1 to R4) and 1 commercial zoned property (C2).
Streets
This segment of roadway is designated a Municipal State Aid Route. 63 Avenue was originally
constructed in 1965. The existing street is 43 feet wide with concrete curb and gutter. Proposed street
improvements consist of the replacement of curb and gutter to improve drainage, full depth replacement
of bituminous street pavement and complete sidewalk replacement.
Water main
The existing water main in the 63` Avenue project area consists of 6-inch and 10-inch diameter cast iron
pipe (CIP) installed between 1956 and 1958. A condition survey must be conducted for the existing
water system in the project area to determine the extent of corrosion. Water records indicate three main
breaks have occurred within the project corridor. The water main is in fair condition based on current
maintenance records. The current project cost estimate includes replacement of approximately 20 percent
water main and miscellaneous hydrants as necessary in the project area.
Sanitary Sewer
The existing sanitary sewer consists of 8-inch diameter vitrified clay pipe lateral sewers. These sewers
were originally installed between 1956 and 1960. Approximately 35 percent of the sanitary sewer is
subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to
mamtam the system conveyance capacity. The condition of the sanitary sewer system within the
neighborhood is rated as fair. The current project cost estimate includes cast-in-place pipe (CIPP) in 35
percent of the sanitary sewer.
Storm Sewer
63` Avenue contains two storm drainage systems. The first drainage system consists of 12-inch and 15-
inch diameter reinforced concrete pipe. This system flows to Orchard Avenue and then to the storm
drainage pond in Cahlander Park. The second storm system ranges from 18-inch to 36-inch reinforced
concrete pipe. This system drains to Brooklyn Boulevard and then to Shingle Creek. The current project
cost estimate includes replacing a majority of catch basin structures, castings and various pipe laterals.
Project Summary
2009 Capital Improvement Program
21
Freeway Park Neighborhood Improvements
The Freeway Park Neighborhood project area J y
extends from Grimes Ave to Xerxes Ave and from
69�' Ave to Interstate 94. The project area
includes a total of approximately 12,869 feet of H
local streets. The neighborhood consists of
approximately 216 residential properties. t�
Streets
AYE N
The majority of the streets in the project area were !H E Sr�TE 94
originally constructed between 1967 and 1968.
Existing streets are generally 30 feet wide with no
curb and gutter. Poor surface drainage and low stability subgrade material has resulted in deteriorated
pavement throughout the neighborhood. Proposed street improvements consist of the reconstruction of
the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street
pavement.
Water main
Existing water main in the Freeway Park Neighbarhood consists of 6-inch diameter cast iron pipe
installed between 1956 and 1960. Existing water main along France Ave. consists of 16-inch cast iron
pipe installed in 1956. This water main is trunk feeder frorn Water Tower No. 1 on the corner of 69`�'
Avenue. and France Avenue. Higher corrosion rates have been noted within a majority of the project area.
Water records indicate thirteen main breaks have occurred within the area. The current cost estimate
assumes 100 percent of the water main in the project azea will be replaced.
Sanitary Sewer
Existing sanitary sewer within the neighborhood consists of 8-inch diameter vitrified clay pipe originally
installed between 1956 and 1961, A sanitary sewer trunk line consisting of 21-inch diameter corrugated
metal pipe runs along Ewing Avenue, 68�' Avenue. and Drew Avenue. A cured-in-place liner was
installed along the 21-inch diameter trunk sanitary sewer as part of project 1995-11. This portion of the
sanitary sewer collection systern is not proposed to be replaced with the project. Approximately 50
percent of the remaining sanitary sewer is subjected to frequent problems with root intrusion. Root
sawing must be performed on an annual basis to maintain the system conveyance capacity. At least 50
percent of the sewer system is in poor condition. Replacement of the 8-inch diameter sanitary sewer
pipes and access structures are proposed as part of the project.
Storm Sewer
The Freeway Park improvement area consists of five small diameter storm sewer lines draining to 69�'
Avenue and Interstate 94. The existing storm sewer ranges in size from 12-inch to 21-inch diameter
reinforced concrete pipe. The cunent cost estimate assumes replacement of the storm sewer in the
improvement area to increase conveyance capacity and minimize local flooding during larger storm
events. 1
Project Summary
2009 Capital Improvement Progtam
22
Freeway Boulevard West Improvements
The Freeway Blvd West project area extends from
Xe�es Avenue. to the Shingle Creek Bridge. The m��/
project area contains a total of 2,826 linear feet of
local streets. The neighborhoad consists of
approximately 9 commerciaUindustrial properties.
Streets
This segment of roadway is designated as a Municipal
State Aid Route. Freeway Blvd was originally
constructed in 1974. The existing street is generally 1 t 1 r\ �LL
4 5 f e e t w i d e w i t h c o n c r e t e c u r b an d g u tt e r. T h e s t r e e t
pavement e�chibits a moderate rate of deteriorated due to higher volumes of traffic. The current cost
estimate assumes street improvements that consist of approximately 15 percent curb replacement, 10
percent sidewalk replacement, 25 percent concrete apron replacement and a 2'/2 -inch mill and overlay of
the bituminous pavement.
Water main
The existing water main in the Freeway Blvd West project area consists of 12-inch diameter cast iron pipe
installed in 1974. The water main is in good condition based on current maintenance records. The
current project cost estimate includes no water main replacement.
Sanitary Sewer
The existing sanitary sewer along the west half of the project area consists of 15-inch diameter reinforced
concrete pipe installed in 1996. The existing sanitary sewer on the east half of the project area consists of
8-inch diameter vitrified clay pipe installed in 1974. The condition of the sanitary sewer system within
the neighborhood is rated as good. The current project cost estimate includes no sanitary sewer
replacement.
Storm Sewer
The storm sewer on Freeway Blvd consists of 12-inch to 30-inch diameter reinforced concrete pipe that
drains to Shingle Geek. This stortn sewer was installed in 1974. The current project cost estimate
includes replacing structure castings and isolated pipe laterals as necessary within the project area.
Project Summary
2009 Capital Improvement Program
23
Vincent Neighborhood Improvements
The Vincent Neighbarhood project area extends from the
Centerbrook Golf Course to 53` Avenue and from Highway u� DR
100 to Vincent Avenue. The total project length is 1,616 feet.
The neighborhood consists of approximately 15 residential
properties. Ra av
z z
Streets
The majority of the streets in the project area were originally y a
constructed in 1956. Existing streets are generally 30 feet x
wide with no curb and gutter. The street pavement is
deteriorated throughout most of the neighborhood. The overall
pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of
the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street
pavement.
Water main
The existing water main in the project area consists of 6-inch diameter cast iron pipe installed in 1973 and
12-inch and 16-inch diameter steel water main installed in 1965. A majority of the existing water main is
believed to have a cement based internal liner. VVater records indicate one main break has occurred
within the neighborhood. The current project estimate includes replacement of the 6-inch diameter cast
iron water main within the project area.
Sanitary Sewer
The sanitary sewer in the project area consists of 9-inch diameter vitrified clay pipe (VCP) installed in
1954. The sanitary sewer in the project area extends along back property lines north of 53` Avenae then
runs south along Vincent Avenue. The entire sanitary sewer is subjected to frequent problems with root
intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. The
current pro�ect estimate mcludes replacement of the sanitary sewer along Vincent Avenue and cured-m-
place rehabilitation of the sanitary sewer along the rear yards.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
south of 53` Avenue. The current project cost estimate assumes installation of new storm sewer in the
neighborhood due to the need to increased capacity of local storm sewers and address minor local
flooding issues.
Project Summary
2009 Capital Improvement Program
24
Palmer Lake West Improvements
The Palmer Lake West Neighborhood project area extends from the north
City limits to 69` Ave. and from France Ave. to West Palmer Lake Dr. The
total project length is 11,621 feet. The neighborhood consists of f
approximately 198 residential properties.
Streets
The majority of the streets in the project area were originally constructed in
1956 and 1957. Existing streets are generally 30 feet wide with no curb and
gutter. The street pavement is deteriorated throughout most of the
neighborhood. The overall pavement condition rating is fair to poor.
Proposed street improvements consist of the reconstruction of the street
subgrade, installation of curb and gutter to improve drainage and placement
of bituminous street pavement.
w, ��n n r.�
Water main
The existing water main is 6-inch diameter cast iron pipe installed in 1956 and 1957. A majarity of the
existing water main is believed to have a cement based internai liner. The corrosion rate within the
project area has not been thoroughly documented at this time. However, the project area has a history of
water main breaks along West Palmer Lake Dr., Ewing Ave. and Woodbine Lane. Water records indicate
seven main breaks have occurred within the area. The current project estimate includes complete water
main replacement.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in
1956 and 1957. Lift Station No. 3 is located in the project area on West Palmer Lake Drive. The lift
station was reconstructed in 1982, the force main was replaced in 1992, and the control cabinet was
replaced in 2003. Approximately 75 percent of the sanitary sewer in the project area is subjected to
frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the
system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated
as poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of
the project.
Storm Sewer
An expansion of the storm drainage system within the project area is necessary to reduce local flooding
and preserve street pavement. A majority of the storm water runoff from the project area is collected in
the existing storm sewer system and conveyed to a regional storm water management pond adjacent to
Palmer Lake. A trunk storm sewer line extends along back property lines north of Urban Ave. This line
consists of 54-inch diameter reinforced concrete pipe installed in 1956. Expansion of the existing storm
sewer system and higher capacity will be needed to minimize local flooding. The current project cost
estimate assumes reconstruction of the existing storm sewer system within the street right-of-way, but
does not include the replacement of the 54-inch diameter trunk storm sewer within the rear yards.
Project Summary
2009 Capital Improvement Program
25
Evergreen Park Neighborhood Improvements
The Evergreen Park Neighborhood project area extends ��y
from Humboldt Ave. to State Highway 252 and from 69`�
Ave. to 73` Ave. Dupont Ave. is not included in the
project area. The total project length is 16,996 feet. The
neighborhood consists of approximately 214 residential
properties (R1 to RS).
Streets k
70` Avenue is designated as a Municipal State Aid Route. >.,�,K�
The majority of the streets in the project area were A �'r"" Y f
originally constructed between 1963 and 1966. Existing
streets are generaIly 30 feet wide with no curb and gutter. �1
70�' Ave. from Dupont to Hwy 252 has concrete curb and rl -il--
gutter and ranges in size from 30 to 65 feet wide. 70�'
Ave. was constructed in 1982. The street pavement is deteriorated throughout most of the neighborhood.
The overall pavement condition rating is fair to poor. Proposed street improvements consist of the
reconstruction of the street subgrade, installation of curb and gutter to improve drainage and piacement of
bituminous street pavement.
Water main
The Evergreen project area contains a complex water main system. This area conta.ins five municipal
wells and one water tower. The e�sting water main ranges in size from 6-inch diameter cast iron pipe to
30-inch ductile iron pipe. The main line water main in the residential areas generally consists of 6-inch
cast iron pipe installed between 1961 and 1965. A majority of the existing water main is believed to have
a cement based internal liner. There is a history of water main breaks along 72 Ave., Woodbine Lane
and Camden Ave. Water records indicate twenty main breaks have occurred within the neighborhood.
The project design process must include a detailed hydraulics study using the City's water distribution
computer model to determine any warranted modifications to water main sizes and confguration. The
current ro'ect estimate assumes re lacement of the older cast iron water main.
P J P
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in
1961 and 15-inch reinforced concrete pipe installed in 1960. The south portion of the project area
contains 8-inch diameter VCP installed in the 1958 and i960. Approximately 25 percent of the sanitary
sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual
basis to maintain the systern conveyance capacity. The condition of the sanitary sewer system within the
neighborhood is rated as fair. The current cost estimate includes 50 percent replacement of the sanitary
sewer.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the Mississippi River. Emerson Ave., Bryant Ave. and Camden Ave. have storm
drainage systems that flow to 70`� Ave. and then to the Mississippi River. The trunk line on 70�' Ave.
consists of pipe ranging in size from 42-inch to 66-inch reinforced concrete pipe installed in 1960. The
current project cost estimate assumes complete reconstruction of the existing storm system in the pro�ect
area. The condition of the trunk storm sewer pipe along 70`� Avenue must be evaluated to determine the
remaining service life. The project estimate includes construction of a stormwater pond located to the
north of 70�' Avenue and east of Camden Avenue to treat regional storm water runoff prior to discharging
to the Mississippi River.
Project Summary
2009 Capital Improvement Program
26
Firehouse Park Neighborhood Impr�vements
Th�e Firehouse Park Neighborhood project area extends from n i
69 Avenue to Interstate 94 and from Humboldt Avenue to y�
Highway 252. Dupont Avenue and 65`� Avenue are not
included in the project area. The total project length is
21,456 feet. The neighbarhood consists of approximately
305 single family residential properties (R1) and 14 multi- I j
family properties (R4 and RS).
Streets
67`� Avenue is designated as a Municipal State Aid Route.
The majority of the streets in the project area were originally
constructed between 1964 and 1967. Existing streets are
generally 30 feet wide wrth no curb and gutter. The street
pavement is deteriorated throughout most of the
neighborhood. The overall pavement condition rating is
poor. Proposed street improvements consist of the
reconstruction of the street subgrade, installation of curb and J \�7
�G-Mt[RS7A7E N .V,-_-� �L '�+.1
gutter to improve drainage and placement of bituminous
street pavement.
Water main
The existing water main in the project area is 6-inch and 8-inch diameter cast iron pipe installed between
1961 and 1969. In 1974, a 16-inch diameter ductile iron water main was installed along 64�' Ave. A
majority of the existing water main is believed to have a cement based intemal liner. The corrosion rate
within the project area has not been thoroughly documented at this time. The current project estimate
includes replacement of approximately 50 percent of the water main within the project area. The
estimated water main costs will need to be refined by conducting further field inspections.
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8-inch diameter vitrified clay pipe
(VCP) installed between 1961 and 1968 and between 1971 and1974. Approximately 25 percent of the
sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on
an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system
within the neighborhood is rated as fair. The current project estimate includes replacement of
approximately 50 percent of sanitary sewer pipes and access structures.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the trunk storm sewer line on 65 Avenue, and then to the Mississippi River. Runoff
from the portion of the project area north of 68`� Avenue is conveyed to the trunk storm sewer line on 69�'
Avenue. The current project cost assumes reconstruction and expansion of the residential storm sewer
system, but does not include replacement of the trunk storm sewer along 65�' and 69�' Avenues.
Project Summary
2009 Capital Improvement Program
2�
Interstate Neighborhood Improvements
The Interstate Neighborhood project area extends from Interstate 94 to 59`
Avenue and from Dupont Avenue to Lyndale Avenue. The total project
length is 14,821 feet. The neighborhood consists of approsimately 214
residential properties (RI).
Streets
The majority of the streets in the project area were originally constructed in
1968 and 1969. Existing streets are generally 30 feet wide with concrete
curb and gutter. The street pavement is showing signs of distress
throughout most of the neighborhood. Proposed street improvements
consist of the replacement of curb and gutter as necessary and placement of
bituminous street pavement.
Water main
The existing water main in the project area consists of 6-inch and 8-inch diameter cast iron pipe installed
in 1969. Colf� Avenue contains a 24-inch steel water main installed in 1964. A majority of the existing
water main is believed to have a cement based internal liner. There is no history of water main breaks in
the project area. In 2019, the water main system will be in service for 50 to 55 years. Cast iron water
main is highly vulnerable to leaks and breaks when disturbed by replacement of adjacent sanitary sewer.
The current project estimate assumes complete replacement of the water main to facilitate the sanitary
sewer replacement noted below.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in
19b0. Approximately 90 percent of the sanitary sewer is subjected to frequent problems with root
intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete
replacement of all sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the storm trunk line on 59�' Avenue and then to the Mississippi River. Replacement of
the trunk storm sewer along 59`�' Avenue and an in-line water quality treatment device is proposed as part
of the Aldrich Neighborhood Street and Utility Improvement project. The current project cost estimate
assumes com lete reconstruction of the storm draina e s stem within the nei borhood due to the need to
P b Y
increased capacity of local storm sewers and the expansion of the system to address minor local flooding
issues.
Pmject Summary
20d9 Capital Improvement Program
�g
Logan, 59 and Lilac Drive Improvements
This project area includes Logan Avenue from I�--�
57'� Avenue to Lilac Drive N, 59` from Lilac w�
�li
Drive N to Dupont Avenue and Lilac Dr. N r r' x
from Logan Avenue to 59 Avenue. The total k
project length is 3,761 feet. The neighborhood �T�=
consists of approximately 19 residential 9 ��i
properties (R1 to RS) and 5 commercial zoned i��
properties (C 1 and C2). H--I i 1 i} I
��w
�-F--t
Streets
u�t�_ ���m��
,-ix x
The entire project area is designated as a��
Municipal State Aid Route. The majarity of
the streets in the project area were originally constructed in 1966. The existing roads are 30 to 35 feet
wide. Logan Avenue and Lilac Dr. N have concrete curb and gutter, and 59'�' Avenue has no curb. The
street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition
rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade,
installation of curb and gutter to improve drainage and placement of bituminous street pavement.
Water main.
The existing water main along Logan and Lilac Dr. is 10-inch diameter cast iron pipe installed in 1965
m
and 16-inch diameter cast iron main alon 59 Avenue installed in 1969. A ma'ori of the existin water
b J tY g
main is believed to have a cement based internal liner. The corrosion rate within the project area has not
been thoroughly documented at this time. Utility records indicate that there has been one water main
break along Logan Avenue. However, the Public Utilities Division will need to excavate and inspect
various fittings to determine the extent of water main replacement that is warranted. The current project
estimate includes replacement of water main along Logan Avenue and Lilac Drive only.
Sanitary Sewer
The only sanitary sewer in the project area runs along Logan Avenue. This sanitary sewer was lined with
cured-in-place pipe (CIPP) in 2005. Manhole casting replacement is the only proposed sanitary sewer
improvement for the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing trunk line along 59�'
Avenue. This line consists of 24" to 36" corrugated metal pipe. A second storm lines runs south along
Logan Avenue to 57�' Avenue. This line consists of 21" to 42" RCP installed in 1988. The current
project cost estimate assumes replacement of the corrugated metal pipe alone 59`�' Avenue as part of the
scheduled neighborhood improvements.
Project Summary
2009 Capitai Improvement Program
29
Grandview Park Neighborhood Improvements
The Grandview Park Neighborhood project area extends Interstate 694
to 57`� Avenue and from Logan Avenue to Dupont Avenue. The total l i! e��
projec t len g t h is 2 8, 8 2 1 fee t. T he neig h bor hoo d consis ts o f
approximately 345 residential properties (R1) and 4 multi-family
properties (R6). r
Streets
The majority of the streets in the project area were originally
constructed between 1964 and 1969. Existing streets are generally 30
feet wide with no curb and gutter. The street pavement is deteriorated
throughout most of the neighborhood. The overall pavement condition
rating is fair to poor. Proposed street improvements consist of The
reconstruction of the street subgrade, installation of curb and gutter to
improve drainage and placement of bituminous street pavement.
Water main
The existing water main in the north portion of the project area is 6-inch and 8-inch diameter cast iron
pipe installed between 1964 and 1969. A 16-inch steel water main runs along Emerson Avenue from 57`�
to 59"'. A majority of the existing water main is believed to have a cernent based internal liner. Water
records indicate two main breaks have occurred within the neighborhood. The cunent project estimate
includes replacement of approximately 50 to 75 percent of the water main within the project area. The
16-inch steel water main along Emerson Avenue potently could be replaced with C900 plastic water main
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8-inch diameter vitrified clay pipe
(VCP) installed in 1960 and 1963. Approximately 50 percent of the sanitary sewer is subjected to
frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the
system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated
as fair to poor. The current project estimate includes replacement of approximately 50 to 75 percent of
the sanitary sewer system within the project area.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the trunk storm sewer line on 59�' Avenue and then to the Mississippi River. A portion
of the existing storm sewer system within the project area could be salvaged, although it is anticipated
that expansion of the system and additional conveyance capacity will be needed to minimize local
flooding. The current project cost estimate includes replacement of 75 percent of the local drainage
system within the neighborhood.
Project Summary
2009 Capital Improvement Program
30
Ryan Lake Industrial Park Improvements
Th�e Ryan Lake project area inclu�des Lilac Drive N from
4$ Avenue to the dead end, 48 Avenue and Dusharm
Drive from Drew Avenue to the dead end and 47`
Avenue from Drew Avenue to the dead end. The total
project length is 1,932 feet. The neighborhood consists
187H AV�iY_�
of approximately 12 industrial properties and 3 multi-
family properties (RS). W
17TH AV£ N y��
Streets
The majority of the streets in the project area were
originally constructed 'm 1958 and 1960. The western
portion of 47�' Avenue and Drew Avenue were
reconstructed in 2002. The western portion of 48` Avenue was reconstructed in 2005. The remaining
street sections are 25 to 40 feet wide with no curb and gutter. The street pavement is deteriorated and in
poor condition. Proposed street improvements consist of the reconstruction of the street subgrade,
installation of curb and gutter to improve drainage and placement of bituminous street pavement.
Water main
The existing water main on Lilac Drive N and. 48�' Avenue consists of 10-inch diameter cast iron pipe
installed in 1958. The water main on 47`� Avenue consists of 6-inch cast iron pipe installed in 1960. The
current project estimate assumes complete replacement of the water main in the project area. The cost
estimate also includes the cost of jacking new water main under the railroad tracks from Dusharm Drive
to 49`� Avenue.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in
1960. The sanitary sewer along 47` Avenue and 48`� Avenue is subjected to frequent problems with root
intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair to poor.
Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to Ryan Lake. Runoff from Lilac Drive is conveyed to storm drainage ditches along
Highway 100. The current project cost estimate assumes reconstruction of all of the existing storm sewer
system. The cost estimate also includes installation of a small storm water management pond at the
intersection of 48�' Avenue and Dusharm Drive within City owned property adjacent to Ryan Lake.
Project Summary
2009 Capital Improvement Program
31
51 Avenue North Improvements
The S l Avenue project area extends from 185
feet south of Oak Street on Twin Lake Blvd E to 0 ,0`� i i i�
France Avenue. The total project length is 1,171 ��NR i
feet. The nei hborhaod consists of L""E i
approximately 25 residential properties.
a Q
w Q
Streets oA sr ,v 3 3
The S l s Avenue project area was originally r ,,w
constructed in 1990. The existing street is 30 feet i i i—
wide with concrete curb and gutter. After the T N i i i
year 2023 the pavement will have exceeded the i i i
expected service cycle. Proposed street
improvements consist of reconstruction of the �'O 3orH A�.N
bituminous street pavement and replacement of
the concrete curb and gutter as necessary. ���1.\
Water Main
The existing water main in the 51 Avenue project area consists of 8-inch diameter ductile iron pipe
installed in 1990. The water main is in good condition based on current maintenance records. Water
main repairs should be limited to the replacement of miscellaneous valve and hydrants based on current
conditions.
Sanitary Sewer
The sanitary sewer in the Sl Avenue project area consists of 8-inch diameter poly vinyl chloride (PVC)
pipe installed in 1990. The condition of the sanitary sewer system within the neighborhood is rated as
good. The current project estimate includes the replacement on sanitary sewer castings only.
Storm Sewer
The storm sewer runoff from the S 1 tivenue project area is collected in the existing storm sewer system
and conveyed to the storm water pond west of S l Avenue. The existing storm sewer in the project area
consists of 15-inch to 21-inch diameter reinforced concrete pipe installed in 1990. The curtent project
cost estimate includes replacing the storm sewer structure castings and isolated portions of lateral storm
sewer as necessary.
Project Summary
2009 Capital Improvement Program
32
r
53 Avenue Neighborhood Improvements
The 53` Avenue project area I I I I C 1 C� �(L� �H
extends on 53` Avenue from r
1 TM -F�
F 3,
Penn Avenue to 4`� Street N. a�� e:,
r
The project area also
r-
includes James and Knox u
r
between 55` Avenue and
r
53` and54�' I-� 4���-�;- iT��'
Avenue between Logan j u
Avenue and Irvin Avenue. i
g
The project area includes a
total of 9,426 feet of local streets. The neighborhood consists of approximately 100 residential properties.
Streets
53` Avenue is designated as a Municipal State Aid Route. 53` Avenue is also the border between
Brooklyn Center and Minneapolis. T'he north portion of 53` Avenue is maintained by Brooklyn Center
and the south portion is maintained by Minneapolis. The existing streets in the project area are 30 to 32
feet wide with concrete curb and gutter. 53` Avenue was constructed in 1985, and Knox, James and 54�'
Avenues were constructed in 1994. Proposed street improvements consist of the reconstruction of the
street subgrade, installation new of curb and gutter to improve drainage and placement of bituminous
street pavement on 53` Avenue. Proposed improvements for the remaining areas consist of new street
pavement and replacement of isolated sections of concrete curb and gutter as necessary.
Water Main
The existing watermain on 53` Avenue is 6-inch diameter cast iron pipe (CIP) insYalled between 1965
and 1969. The existing watermain in the remainder of the project area is 6-inch diameter ductile iron pipe
(DIP) installed in 1994. The corros�on rate within the pro�ect area has not been thoroughly documented at
this time. The current project estimate includes complete water main replacement on 53r Avenue. No
water main replacement is anticipated in the remaining project area. The project cost estimate also
includes an emergency connection with Minneapolis if formal inter-communication arrangements can be
established for this connection. Brooklyn Center staff will need to contact the Minneapolis Water Utility
to discuss this potential emergency connection.
Sanitary Sewer
The sanitary sewer on 53 Avenue consists of 8-inch and 9-inch diameter vitrified clay pipe (VCP)
installed between 1952 and 1959. The sanitary sewer in the remainder of the project area consists of 10-
inch diameter poly vinyl chloride (PVC) installed in 1994. The condition of the sanitary sewer system
within the neighborhood is rated as fair. The current project cost estimate includes sanitary sewer
replacement on 53` Avenue. The remainder of the project area includes the replacement on sanitary
sewer castings only.
r Storm Sewer
The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55'�
Avenue and is conveyed to the Mississippi River. The storm sewer on 53` consists of 12-inch diameter
to 15-inch diameter reinforce concrete pipe installed between 1952 and 1�979. The storm sewer on the
remainder of the project consists of 12-inch diameter to 18-inch diameter reinforced concrete pipe
installed in 1994. The current project cost estimate includes replacement of 50 percent of the storm sewer
laterals and structure on 53`� Avenue. Replacement of storm sewer castings is anticipated in the
remainder of the project azea.
Project Summary
2009 Capital Improvement Program
33
Lyndale Avenue Neighborhood Improvements
The Lyndale Avenue project area extents from 57"' f---r
Avenue to 55' Avenue and includes the 56`� Avenue
and 55`� Avenue cul-de-sacs. The cunent project i i
length is 1,905 feet. The neighborhood consists of 11
residential properties (R2 and R4).
I I I y Nlss�sspar
Streets 1 R
The streets in the project area were constructed in
1985. The existing streets area 30 feet wide with
concrete curb and gutter. Proposed improvements
include 20 percent curb replacement and installation
of new street pavement. F—
Water Main _1� A
The existing water main in the project area consists of D
6-inch diameter ductiie iron pipe (DIP) installed in
1978 and 1985. The water main is in good condition
based on current maintenance records. The current
project cost estimate includes replacement of
r
miscellaneous valves and hydrants as necessary.
Sanitary Sewer
The existing sanitary sewer consists of 24-inch diameter reinforced concrete pipe installed in 1959. This
sanitary sewer line is the main trunk line that carries the sanitary flow frorn the eastern third of Brooklyn
Center to a lift station on Lyndale Avenue south of 55�' Avenue. The condition of the sanitary sewer in
the neighborhood is rated fair. The current project cost estimate includes replacement of sanitary services
and replacement of sanitary sewer castings. Cured-in-place lining of the trunk sanitary sewer may be
necessary based on future televising inspections.
Storm Sewer
A substantial portion of the southeast section of the city drains through the trunk storm sewer located
along 55"' Avenue. The existing trunk storm sewer line consists of 36-inch diameter reinforced concrete
pipe installed in 1952. The remainder of the project area consists of 12-inch diameter to 18-inch diameter
reinforced pipe installed in 1955 and 1985. The current project cost estimate includes replacing the storm
sewer structure castings and isolated portions of lateral storm sewer as necessary.
r
i
Project Summary
2009 Capital Improvement Pmgram
34
Miscellaneous Water Main and Sanitary Sewer Improvements
Emergency Bypass for Lift Station No. 6
Lift Station No. 6, located at 3900 Lakebreeze Avenue, receives wastewater flow from a service area
of approximately 130 acres within the southwest portion of the city. Wastewater is then pumped into
a force main that conveys the flow north from the lift station under the Canadian Pacific Railroad
tracks to a Metropolitan Council Environmental Services (MCES) interceptor extending along 50�'
Avenue North.
Prior to the Trunk Highway 100 improvements at the France Avenue interchange, the city had a
casing under the railroad tracks for the purposes of installing an emergency by-pass line from the lift
station to the MCES interceptor along "50�' Avenue. During the TH 100 project, this casing was
removed as part of the grade adjustments completed along the railroad tracks. Installation of a
temporary by-pass line from the lift station to the interceptor would be very difficult and time
consuming now that a casing under the railroad tracks is not available. In the event of a force main
break, wastewater would be discharged into the MnDOT right-of-way and eventually into
downstream surface waters until an emergency bypass could be installed.
The proposed project consists of installing a new 10-inch diameter casing under the railroad tracks by
horizontal directional drilling methods. Access structures would also be placed at both the north end
and south end of the casing to allow access for installation of a temporary bypass hose.
Centerbrook Golf Course Water Main Improvements
Proposed construction includes replacement of the existing 16-inch diameter steel watermain through
the Centerbrook Golf Course from Russell Avenue to the Shingle Creek pedestrian bridge.
Replacement of an existing 16-inch valve near Water Tower No. 3 is also included in the project. A
section of this water main was excavated in 2005 to repair a leak. Further inspection revealed that
the timber pilings were partially deteriorated and isolated sections of the exterior coating on the steel
water main were beginning to fail:
Water Tower No. 1 Painting
The 500,000 gallon elevated storage tank located at 69�' Avenue and France Avenue was last painted
in 1999 with complete interior reconditioning and exterior spot repairs. The estimated service life for
the paint coating is 15 years. The proposed paint coating improvements consist of interior spot repair
and exterior coating replacement.
Water Tower No. 2 Painting
The one-million gailon elevated storage tank located at 69�' Avenue and Dupont Avenue was last
painted in 1997 when spot repairs were completed for the interior coating and the exterior of the
structure was painted. The estimated service life for the paint coating is 15 years. The proposed
paint coating improvements consist of complete replacement of the interior and exterior paint
coatings.
Water Tower No. 3 Painting
The 1.5 million gallon elevated storage tank located within the Centerbrook Golf Course was last
painted in 1998 with completed interior reconditioning and exterior spot repairs. Exterior spot
repairs were also completed on the fluted column in 2005 as part of an exterior pressure washing
project. The proposed paint coating improvements consist of interior spot repair and exterior coating
replacement.
Project Summary
2009 Capital Improvement Program
35
Storm Water Improvements
Wetland 639W
The Twin and Ryan Lakes Nutrient TMDL Report and the 2003 Twin Lakes Management Plan
identify DNR Wetland 639W as a significant source of phosphorus to the Twin Lakes/Ryan Lake
system. These reports indicate that Wetland 639W contains high levels of phosphorous within the
sediments that have accumulated from the upstream watershed. Water quality sampling conducted in
2003 indicated that the average total phosphorous concentrations double between the inlet and outlet
of the wetland. Wetland 639W contributes an estimated 730 pounds of total phosphorous per year
into Upper Twin Lake and nearly half of this is in readily available dissolved form. This load
represents one of the largest sources of the total phosphorus to Upper Twin Lake.
The purpose of this project is to substantially reduce the amount of phospharous release from
Wetland 639W by modifying the hydraulic characteristics andJor implementing active treatment
methods. This large wetland complex is located adjacent to the Crystal Airport. Three alternatives
for achieving this have been proposed in past studies: 1.) partial diversion of flow around the
wetland; 2.) dechannelization and increased storage within the wetland; and 3.) an alum ferric
chloride treatment system. The initial project development phase would include a feasibility study to
determine the most appropriate and cost effective option for achieving a reduction in phosphorous
loads release from the wetland.
This project would be implemented through a cooperative arrangement between the Shingle Creek
Watershed Managernent Commission and the Cities of Brooklyn Center, Brooklyn Park, Crystal and
New Hope. The estimated project cost included in the Capita.l Improvement Program consists of the
estimated portion of the total project cost far Brooklyn Center.
Storm Water Management Basins
In 2005, the City of Brooklyn Center hired the consulting firm of Bonestroo Rosene Anderlik
Associates to conduct a condition assessment of 30 storm water management ponds located
throughout the City. The assessment process resulted in a list of improvements to address problems
with shoreline erosion, sediment accumulation, inlet and outlet blockages and other miscellaneous
maintenance issues. Below is a description of the projects that were not considered routine annual
maintenance work normally addressed as part of the annual operating budget for the Storm Drainage
Utility.
Storm Water Pond 12-002
Pond 12-002 is located within the west central portion of the golf course. The basin receives runoff
from approximately 400 acres within the southwest portion of the City. Pond deficiencies noted
during the inspection include, shoreline erosion along the eastern portion of the pond; an erosion
channel that has cut through the berm separating pond 12-002 from pand 12-003; and a large volume
of accumulated sediments within the pond. Proposed improvements consist of repairing erosion
areas and removal of a portion of the accumulated sediment.
Project Summary
2009 Capital Improvement Program
3G
Storm Water Pond 12-003
Pond 12-002 is located within the west central portion of the golf course and includes a concrete
headwall structure connecting Ponds 12-002, 12-003 and 12-004. The basin receives runoff from
approxirnately 400 acres within the southwest portion of the City, the same drainage area as 12-002.
Pond deficiencies noted during the inspection include shoreline erosion along the north and east sides
of the pond. The concrete headwall structure is filling with sediment with an average of one foot of
sediment in the trench and three feet of sediment near the weir outlet. Proposed improvements
consist of repairing erosion areas, removal of sediment from the headwall trench and near the outlets
of the headwall structure.
Storm Water Pond 12-004
Pond 12-004 is located within the northern portion of the golf course. The basin receives runoff from
the Brookdale Shopping Center. The pond has lost approximately 20 percent of the wet volume due
to sediment accumulation over the first 8 years of operation. By the year 2016, the pond is expected
to loose approximately 45 percent of the wet volume due to sediment accumulation. Proposed work
consists of the removal of accumulated sediments to restore the water quality treatment function of
the storm water pond.
Storm Water Pond 12-005
Pond 12-005 receives runoff from the upstream ponds 12-002 and 12-004. The condition survey
revealed that an excessive volume of sediment has accumulated in the pond and has decreased the
wet storage volume necessary to provide water quality treatment. The proposed work consists of
removing #he accumulated sediment.
Storm Water Pond 18-001
Pond 18-001 is located northwest of Northport Park. The pond receives runoff from approximately
120 acres of upstream drainage area. This basin has filled with an extensive amount of sediment
over the past 40 to 50 years. A majority of this basin is likely classified as jurisdictional wetland
under the Wetland Conservation Act. However, the basin has lost many of the wetland values due to
the accumulation of sediment. The proposed project consists of excavating sediment frorn the basin
to restore the flow capacity through the wetland and restore a wet pool volume with an average depth
of 2 to 3 feet in the central part of the wetland. Fringe areas would be restored with native wetland
species.
Storm Water Pond 46-001
Pond 46-001 is located within the northern portion of Orchard Lane Park. The pond receives runoff
from approximately 60 acres of residential development located west of Orchard Lane Park and
approximately 50 acres located north of Interstate 94/694. The pond is was originally design as a
detention basin without wet volume to provide additional water quality benefit. The proposed
irnprovements consist of excavating wet storage volume below the invert of the outlet pipe to
increase the water quality treatment performance of the basin.
Storm Water Pond 50-001
Pond 50-001 is located within Cahlander Park. The pond receives runoff from approximately 230
acres of upstream residential development. Due to the large watershed to pond area ratio, this pond
is subject to higher rates of sediment accumulation and potential erosion issues. Traces of
hydrocarbon pollutants were noted in the sediment during the most recent site inspection. The
proposed project consists of dredging and properly disposing of sediment from the pond and repairs
to various shoreline erosion issues.
Project Summary
2009 Capital Improvement Program
37
Storm Water Pond 60-001
Pond 60-001 is located west of Xe�es Avenue and south of Brooklyn Drive within Central Park.
The pond receives runoff from approximately 85 acres of upstream residential development. This
pond was constructed in 2003. By 2013, preliminary estimates indicate that approximately 30 to 40
percent of the wet volume will be iost due to sediment accumulation. The proposed work consists of
removal of sediment and installation of a skimmer structure to enhance the water quality treatment
performance of the pond.
Project Summary
2�09 Capital Improvement Program
38
Park and Trail Improvements
Shingle Creek Trail Improvements
Proposed construction includes replacement of the trail system along Shingle Creek from the south
City Hall parking lot to County Road 10. Parallel biking and walking trails would be removed and
replaced with a single ten foot wide trail section.
Arboretum Park South Parking Lot Reconstruction
Proposed construction includes replacement of the bituminous pavement within the south parking lot
of Arboretum Park.
West Central Park Trail Improvements
Proposed construction includes replacing the bituminous trail system within Central Park west of
Shingle Creek. The project cost estimate includes relocation of a portion of the bituminous trail
along Shingle Creek away from the creek edge to prevent flooding and sinking of the new trail. An
eight foot wide trail section is proposed.
Northport Tennis Court Resurfacing
Proposed construction includes the resurfacing and rehabilitation of the tennis courts located within
Northport Park. Maintenance of this facility has become an increased priority due to the elimination
of tennis courts within Kylawn Park in 2007.
West Palmer Park Tennis Court Resurfacing
Proposed construction includes the resurfacing and rehabiYitation of the tennis courts located within
West Palmer Park. Maintenance of this facility has become an increased priarity due to the
elimination of tennis courts within Kylawn Park in 2007.
Riverdale Park Open Picnic Shelter
Proposed construction activities include the replacement of the existing shelter building with a small
picnic shelter and installation of one security light. The picnic shelter structure would be similar in
design to the open picnic shelters located within Firehouse Park and Happy Hollow Park.
Willow Lane Park Open Picnic Shelter
The fortner Willow Lane Park building was lost to a fire in 2004. Proposed construction activities
include the installation of a small picnic shelter and installation of one security light. The picnic
shelter structure would be similar in design to the open picnic shelters located within Firehouse Park
and Ha Hollow Park.
PPY
Firehouse Park Trail Improvements
Proposed cons�ruction includes replacement of the entire bituminous trail system within Firehouse
Park. Extens�on of the north trail section to the north baseball atamond is also proposed. An eight
foot wide trail section is proposed.
K lawn Park Trail Im rovements I
Y P
Proposed construction includes replacement of the bituminous trail system along the north part of
Kylawn Park and through the playground area. An eight foot trail is proposed. The south portion of
the trail system, installed in 1998, is not scheduled to be replaced.
Project Summary
2009 Capital Improvement Program
39
I
West Palmer Park Improvements
Proposed construction activities include the replacement of the existing park building and
replacement of four park lights. The new structure is scheduled to include picnic facilities, one
unisex restroom and a small utility area. The new shelter will be consistent with the park building
constructed in Kylawn Park in 2007/2008.
Evergreen Park Fence and Tennis Court Reconstruction
Proposed construction includes replacement of the soccer field fence and gate, replacement of the
baseball and softball outfield fences and resurfacing the tennis courts within Evergreen Park.
Evergreen Athletic Field Lighting Replacement
Proposed construction includes replacement of the elevated outdoor lighting system for the athletic
fields located within Evergreen Park. This project includes replacement of the existing lighting
system. The project does not include substantial expansion of the current lighting system.
Northport Park Building
Proposed construction activities include the replacement of the existing shelter building. The new
structure is scheduled to include picnic facilities, one unisex restroom and a small utility area. The
new shelter will be consistent with the park building constructed in Kylawn Park in 2007/2008.
Baseball Backstop Replacements
Proposed construction includes replacement of the baseball backstop fences at Central Park, Freeway
Park and Willow Lane Park.
Central Park Tennis Court Resurfacing
Proposed construction includes the removal of two existing tennis courts and resurfacing of the two
remaining two tennis courts within Central Park.
Willow Lane Park Trail Improvements
Proposed construction includes replacement of the trail system within Willow Lane Park. An eight
foot wide trail section is proposed.
Baseball Fence Re lacement
P
Proposed construction includes replacement of the line fences at Central Park and East Palnner Lake
Park and the replacement of the line and outfield fences at Northport Park.
Freeway Park Trail Improvements
Proposed construction includes replacement of the trail system within Freeway Park. An eight foot
wide trail section is proposed.
Lions Park Trail Improvements
Proposed construction includes replacement of the trail system within Lions Park. Parallel biking
and walking trails would be removed and replaced with a single ten foot wide trail section.
Evergreen Park Trail Improvements
Proposed construction includes re�lacement of the bituminous trail within Evergreen Park.
Replacement of the trail along 70 Avenue is not part of the project. An eight foot wide trail section
is proposed.
Project Summary
2009 Capital Improvement Program
40
Brooklyn Boulevard City Entrance Signs
Proposed improvements include painting the existing City entrance signs and cedar fences
surrounding the signs located along Brooklyn Boulevard at the Minneapolis and Brooklyn Park
borders.
69 Avenue Greenway Fence Rehabilitation
Proposed construction includes refinishing the wood fence along the north side of the 69�' Avenue
greenway between Brooklyn Boulevard and Palmer Lake Drive.
West River Road Trail Improvements
Proposed construction includes replacement of the bituminous trail along West River Road from 73'�
Avenue to- 66�' Avenue. A ten foot wide trail section is proposed.
Central Park East Trail Im rovements
P
Proposed construction includes replacement of the bituminous trail system within the eastern portion
of Central Park. The trail segment proposed for replacement is between Interstate 94 and the south
City Hall parking lot, east of Shingle Creek. A ten foot wide trail section is proposed along the main
trail corridor and an eight foot wide trail section is proposed for the adjacent pedestrian trails.
Play Ground Equipraent Replacement
Proposed construction includes replacing park play ground equipment over a five year period.' A
total of 20 parks with playground equipment are located within Brooklyn Center, Four parks, are
scheduled for replacement each year over the five year period. An assessment of the play groand
equipment will need to be done to determine replacement priority.
Palmer Lake Trail Mill and Overlay
Proposed construction includes resurfacing of the existing trail system extending around Palmer
Lake. This trail was last reconstructed in 2005 with an expected maximum service life of 15 to 20
years due to the soil stability issues within the park area.
Projeet Summary
2009 Capitallmprovement Program
41
i
City of Brooklyn Center
6301 Shingle Creek Parkway
_Brooklyn Center, MN 55430-2113
Request for Proposal
Banking Services
TABLE OF CONTENTS
Calendar Events 2
Overview....................................:............................. 2
Agreem��?t Terms 2
Pre-Proposal Meeting and Questions Regarding the RFP 4
Proposal Evaluation and Selection Criteria 4
Format Required for Submitted Proposals 5
Banking Services 6
Proposal Submission 7
Indemnification 8
�ndependent Contractor 8
Nondiscrimination Clause 9
Miscellaneous Provisions.a 9
Audited Financial Statements, Regulatory, and Management Reports 11
Non-Collusion Affidavit 12
Profile Questionnaire 13
Banking Service Questionnaire 15
Desirable Banking Services Questionnaire 20
Compensation, Fees, and Related Information 22
Bid Sheets, General Account 23
Non-Proposer's Response 25
1
CALENDAR OF EVENTS
Date Event
November 12, 2008 2:00 PM Mandatory Pre-Proposal Meeting
December 17, 2008 4:00 PM RFP Submission Deadiine
January 12, 2009 Staff recommendation and City Council selection
March 2, 2009 Service Implementation
OVERVIEW
The City of Brooklyn Center is requesting proposals to provide a full range of banking services.
Proposers are required to send four (4) copies of the proposal to the City on or before December 17,
2008. The City reserves the right to accept or reject any and all proposals. The City also reserves the
right to retain all proposals submitted and use any ideas in a proposal regardless of whether that
proposal is selected. This RFP and the completed responses will serve as the basis for the agreement
between the City and the successful respondent.
The agreement may be awarded to a single financial institution, or to a multiple of institutions.
There is no expressed or implied obligation for the City to reimburse responding firms for any expenses
incurred in preparing proposals in response to this request.
The successful bidder must be an Equal Employment Opportunity Employer.
AGREEMENT TERMS
The term of this agreement is for a three (3) year period beginning March 1, 2009, with three (3)
additional one (1) year renewal options. The prices quoted in the proposals must be guaranteed for at
least two (2) years. However, cost adjustments will be permitted when an increase becomes necessary
due to the increased cost of items outside of the bank's control. Any such cost adjustments must be
documented, justified, and accepted by the City before such costs are imptemented. The City and the
successful institution shall renegotiate the fees to be charged after the initial two (2) year period for the
next one (1} year period, and annually thereafter, for the remainder of the agreement period. Nothing
in this paragraph shall limit the ability of the parties to terminate the agreement at earlier dates as
hereinafter provided.
Termination for Cause
The City may terminate this agreement, or any part of this agreement, for cause under any one of the
following circumstances
(a) The bank fails to make delivery of services as specified in this agreement; or
(b) The bank fails to perform any of the provisions of this agreement, fails to perform in a
professionally acceptable manner, or fails to timely perform as to endanger the ability of
the City to perform its duties.
2
The City shall provide the bank with written notice of the conditions endangering performance. If the
bank fails to remedy the conditions within ten (10) days from the receipt of the notice (or such longer
period as may be authorized in writing), the City shall issue the bank an order to stop work
immediately. Notice is effective upon mailing, postage prepaid and properly addressed or upon
personal service to the bank.
In the event the City believes that the assets �f the City are in jeopardy, or there is a bona fide
emergency related to these assets, the City can cancel the agreement immediately or upon such notice
as is reasonable.
Termination for Convenience
The City may terminate performance of work under this agreement in whole or in part whenever, for
any reason, the City shall determine that the termination is in the best interest of the City. In the event
that the City elects to terminate this agreement, in whole or in part pursuant to this provision, it shall
provide the bank written notice at least thirly (30) days prior to the termination date. The termination
shall be effective as of the date specified in the notice. The bank shall continue to perform any part of
the work that may have not been terminated by the notice. In the event termination occurs under this
provision such shall be without liability to the City and any officer and employee thereof.
Notices
All notices, demands, requests, approvals, reports, instructions, or other communications which may be
required or desired to be given by either party to the other after the effective date of the agreement
shatl be in writing and shall be made by personal delivery or sent by United States certified mail,
postage prepaid, return receipt requested or by overnight delivery, prepaid, addressed as follows:
Daniel Jordet, Director of Fiscal Support Services
City of Brooklyn Center
6301 Shingle Creek Parkway
Brooklyn Center, MN 55430-2113
or to any other persons or addresses as may be designated by notice from one party to the other.
3
r
PRE-PROPOSAL MEETING AND QUESTIONS REGARDING THE RFP
There will be a mandatory pre-proposal meeting for all interested institutions on November 12, 2008.
This meeting will be held at the Brooklyn Center City Hall, 6301 Shingle Creek Parkway 2:00 P.M. A
representative of the institution must be in attendance in order to qualify to submit a proposal. City
Staff will respond to questions at this time. Should any questions arise which cannot be answered at
the meeting, the questions will-be-answered in writing and consolidated into_,a single question and
answer document. The consolidated "Q A" document will be returned to the banks via mail or email
on or about November 21, 2008. The City reserves the right to extend the time to submit written
questions after the pre-proposal meeting if necessary.
PROPOSAL EVALUATION AND SELECTION CRITERIA
The agreement will be awarded to the financial institution(s) that best meet(s) the needs of the City
provided the fee is reasonable and it is in the best interest of the City to accept it. In evaluating the
proposals, the following criteria will be used:
Responsiveness of the proposaL
The sufficiency of the financial resources and the ability, capacity and skill of the institution to
perform all required and desired services as stated in this RFP on a timely basis.
Responses of client references.
Demonstrated knowledge of the City, the community, and its economic conditions.
The reputation, financial stability, and longevity of the proposer.
The quality, availability, and adaptability of the services to the particular needs required.
Interviews, if requested.
Cost of the services provided.
Physical facility including the location(s), technology, and security of the facility. �City Staff may
wish to visit the facilities prior to awarding the agreement.
The City reserves the right to award the agreement in whole or in part. The City also reserves the right
to reject proposals in whole or in part, that do not comply with the provisions of this RFP. Costs of
banking services, although a signiflcant factor, may not be a dominant factor.
During the evaluation process, the City reserves the right, where it serves their best interest, to request
additional information or clarifications from proposers or to allow corrections of errors or omissions.
4
r
FORMAT REQUIRED FOR SUBMITTED PROPOSALS
I 1. Title Page Show the name of your institution, local address, telephone number, name of
contact person, and the date.
2. Letter of Transmittal Please limit to one page. Proposers may use this letter to present any
information they consider essential to their proposal: Please list the names of alJ individuals
who are authorized to make representations for the proposer, along with their titles, addresses,
and telephone numbers.
3. Audited Financial Statements, Regulatory and Management Reports Respond to each question
as applicable.
4. Non-Collusion Affidavit Review, sign, and notarize.
5. Profile Questionnaire Respond to each question as applicable.
6. Banking Services Questionnaire Respond to each question as applicable.
7. Desirable Banking Services Questionnaire Respond to each question as applicable�_
8. Compensation, Fees and Related Information Respond to each question as appticable.
9. Bid Sheets- Respond to each question as applicable. To assist us in comparing the cost
effectiveness of each proposal, you must address all costs both on a per unit basis and on a
compensating balance method of payment.
10. Copies of proposed agreement(s) including wire transfer, collateral, etc.
11. Any additional pertinent information.
5
BANKING SERVICES
The successful Proposer shall provide all banking services typically provided by banking institutions to
their commercial customers including:
1. Receipt of deposits, including ACH deposits of credit card transactions
2. Processing and clearing of all checks and drafts issued by the City
3. ACH for debt service payments
4. Collateral for all deposits of a type and in the amounts as required by State laws
5. Wire transfers and confirmations
6. Direct deposit of employee payroll checks to their accounts
7. Electronic funds transfers of all federal and state withholding taxes
In addition, the City shall take into consideration the ability of the proposer to provide the following
desirable services:
1. Personal computer, email, and internet access for daily balance and account inquiry.
2. Reports:
A. Daily report of the current balance in the accounts.
B. A monthly statement, with written confirmation for all transactions enclosed, by
the tenth of each month.
C. Monthly account analysis report listing transactions processed and average
balances.
D. Monthly collateral reports that list type of collateral and market value.
3. Credit card services
4. Purchasing card program
5. Lock box system for processing utility payments
6. Sweep account for investment of available balances
7. Positive Pay
8. Check 21
9. Other services provided by the proposer
6
PROPOSAL SUBMISSION
Proposers are required to send four (4) copies of the proposal to the City on or before December 17,
2008. Each proposal must be clearly identified on the outside of an envelope and shall show the name
and address of the proposer. If the proposal is sent by mail, the envelope shaN contain the notation
"Banking Services Proposal Enclosed" on the face thereof. The proposals must be signed by an official
authorized to bind the institution- to its provisions. Proposals are to be sent to:
Daniel Jordet, Director of Fiscal Support Services
City of Brooklyn Center
6301 Shingle Creek Parkway
Brooklyn Center, MN 55430-2113
Proposers shall use complete sets of the documents in preparing their proposals. The City assumes no
onsibili for errors or misinterpretations resulting from the use of incomplete sets of these
res ty
P
the Ci does not confer a license or grant
kin co ies of these documents available, ty
documents. In ma g p
ermission for an other use of the documents other than for the purpose of obtaining proposals on the
P Y
work.
7
INDEMNIFICATION AND WORKERS' COMPENSATION
The Proposer agrees that if the agreement is awarded to their financial institution, the institution shall
defend, indemnify and hold harmless the City, as appropriate, and its ofFicials, agents, and employees
from and against all
claims, damages, losses, and expenses, including attorney fees, arising out of or resulting from the
successful
Proposer's, including their officials, agents, employees and sub-contractor's performance of the duties
required under the agreement.
Proposer agrees that the indemnities stated in this section should be construed and applied in favor of
indemnification. To the extent permitted by law, the stated indemnities apply regardless of any strict
liability or negligence attributable to the City (including sole negligence) and regardless of the extent to
which the underlying harm is attributable to the negligence or otherwise wrongful act or omission
(including breach of agreement) or Proposer, its subcontractors, agents, employees or delegates.
Proposer also agrees that if applicable law limits or precludes any aspect of the stated inderonities, then
the indemnities will be considered limited only to the extent necessary to comply with that applicable
law. The stated indemnities continue until all applicable statutes of limitations have run.
If the agreement is awarded to the Proposer, they shall submit a certificate to the City warranting that
the Proposer is in full compliance with Minnesota Statutes, Section 176.181 subd. 2(Workers'
Compensation) and shall submit such insurance, if requested, in the specifications. Certificates of
insurance as detailed in the specifications must be submitted to the City before any work may begin
under the agreement. All such certificates shall state that the insurance company shall give the City
thirty (30) days written notice of cancellation, non-renewal, or any material change in the policy.
INDEPENDENT CONTRACTOR
It is agreed that nothing herein contained is intended or should be construed in any manner as creating
or establishing the relationship of co-partners between the parties hereto or as constituting the
Depository as the agent, representative or employee of the City for any purpose or in any manner
whatsoever. The Depository is to be and shall remain an independent contractor with respect to all
services performed under this agreement. The Depository represents that it has, or will secure at its
own expense, all personnel required in performing services under this agreement. Any and all
personnel of the Depository or other persons while so engaged, and any and all clairns whatsoever on
behalf of any such person or personnel arising out of employment or alleged employment including,
without limitation, claims of discrimination against the Depository, its officers, agents, contracts or
employees shall in no way be the responsibility of the City; and the Depository shall defend, indemnify
and hold the City, its officers, agents, and empVoyees harmless from any and all such claims regardless
of any determination of any pertinent tribunal, agency, board, commission or court. Such personnel or
other persons shall not require nor be entitled to any compensation, rights or benefits of any kind
whatsoever from the City, including, without limitation, tenure rights, medical and hospital care, sick
and vacation leave, Workers' Compensation, Unemployment Compensation, disability, severance pay
and PERA.
8
NONDISCRIMINATION CLAUSE
The City hereby notifies all proposers that businesses owned and controlled by minorities or women will
be afForded maximum feasible opportunity to submit proposals. The City also notifies all persons that
no one wili be subjected to discrimination on the basis of race, color, creed, religion, ancestry, national--
origin, sex, disability, age, marital status, or statute with regard to public assistance, under the
Minnesota Human Rights Act, Minnesota Statutes, Chapter 363.
MISCELLANEOUS PROVISIONS
The proposer agrees to comply with the Americans with Disabilities Act and not discriminate on the
bas�s of disability in its services, programs, or activities. Upon request, accommodation will be provided
to allow individuals with disabilities to participate in all services, programs, and activities.
All books, records, documents, and accounting procedures and practices of the successful proposer
relevant to the agreement shall, pursuant to Minnesota Statutes, Section 16B.06, subd. 4, be subject to
examination at all times by the City's Internal or External Auditors, and/or by the Legislative Auditor or
State Auditor.
In connection with the execution of this agreement, the Bank agrees that it and any of its
subcontractors, material suppliers and vendors shall not discriminate against any employee or applicant
for employment because of race, creed, age, sex, religion, national origin, marital status, status with--
respect to public assistance, disability, age or sexual preference. The Bank will take affirmative actior�s
to insure that applicants are employed and that employees are treated during employment without
regard to race, color, sex, national origin, marital status, status with respect to public assistance,—
disability, age, or sexual preference. The Bank shall incorporate these same equal opportunity,
antidiscrimination and afFirmative action requirements into all agreements between Bank and its
Subcontractars. The Bank further agrees to comply with all aspects of the Minnesota Human Rights
Act, Minn. Stat. 363.01, et seq., Title VI of the Civil Rights Act of 1964, and the Americans with
Disabilities Act of 1990.
If the Bank is employing more than 20 full-time employees in Minnesota at any time during the
previous 12 months, it shall have an affirmative action plan for the employment of minority persons,
women, and the disabled that has been approved by the Commissioner of Human Rights.
The Bank shall at all times abide by Minn. Stat. 13.01 et seq., the Minnesota Government Data
Practices Act, to the extent the same is applicable to data and documents in the possession of the
Bank.
If the Bank refuses or fails to furnish goods or services in accordance with the requirements of the
agreement and within the time limitations contained in the agreement, the City may purchase such
goods or serviees from other sources until such time as the Bank is able to perform under the terms of
the agreement. _,�t�
Data Practices Act. The Seller shall at all times abide by the Minnesota Government Data Practices Act,
Minn: Stat. 1301, et seq., to the extent that the Act is applicable to data and documents in the hands
of the Seller.
Audits. The books, records, documents, and accounting procedures and practices of the Seller or other
¢p
9
parties relevant to this agree are subject to examination by the City and either Legislative Auditor or the
State Auditor for a period of six years after the efFective date of this Agreement.
Conflicts. No salaried officer or employee of the City and no member of the Board ofthe City shall have
a financial interest, direct or indirect, in this agreement. The violation of this provision renders the
Agreement void. Any federal regulations and applicable state statutes shall not be violated.
The proposer agrees ttiat this document and the agreement, ifi awarded to the proposer, shall be
construed and governed by the laws of the State of Minnesota.
The proposer agrees to at all times observe and comply with all laws, ordinances, regulations, and
codes of the federal, state, and local government which may in any manner afFect the preparation of
proposals or the performance of the agreement.
To be qualified to submit a proposal, an institution must have a service agent in the State so that
service of a summons or legal notice may be had on the designated agent.
10
AUDITED FINANCIAL STATEMENTS,
REGULATORY AND MANAGEMENT REPORTS
1. �or fiscal years 2005, 2006 and 2007, provide copies of each report issued as described below
unless you are legaliy prohibited from such disclosure. Include management responses, if any,
to all reports provided.
(a) EXTERNAL AUDIT AND REGULATORY EXAMINATION REPORTS
1 Independent Certified Public Aceountants
(2) Minnesota State Banking Commissioner
(3) Comptroller of the Currency
(4) FDIC
(5) Other Government Agencies
(b) INTERNAL AUDIT AND MANAGEMENT REPORTS
(1) Contracted Performance and System Reviews, Audits and Evaluations
(2) Internal Audit and Review Reports
2, Describe the process followed by your institution to reasonably ensure that security procedures,
such as those established by your institution to prevent unauthorized payment orders and fraud
(via checks, wire transfers, or ACH transactions), are adequate and effective.
3. Describe the procedures followed by your institution to internally review and verify your
institution's performance measures such as payment/deposit processing error rates, percentage
of processing and reporting deadlines met, and response time for customer service inquiries.
4. Describe your institution's process of reviewing audit reports and addressing any deficiencies
noted.
11
NON-COLLUSION AFFIDAVIT
STATE OF MINNESOTA
ss
COUNTY OF
of lawful age, being first duly sworn, on oath says
(1) He/She is the duly authorized agent of
the bank submitting the proposal which is attached to this statement, for the purpose of certifying the
facts pertaining to the existence of collusion among other banks submitting proposals and between
those banks and state officials or employees, as well as facts pertaining to the giving or offering of
things of value to government personnel in return for special consideration in the letting of any
agreement pursuant to the proposal to which this statement is attached;
(2) He/She is fully aware of the facts and circumstances surrounding the making of the
proposal to which this statement is attached and has been personally and directly involved in the
proceedings leading to the submission of such proposal; and
(3) Neither the bank submitting this proposal nor anyone subject to the bank's direction or
control has been a party:
a. to any collusion among other banks submitting proposals in restraint of
freedom of competition by agreement to make a proposal at a fixed
price or to refrain from submitting a proposal,
b. to any collusion with any state official or employee as to quantity,
quality or price in the prospective agreement, or as to any other terms
of such prospective agreement, nor
c. in any discussions between banks submitting proposals and any city
official concerning exchange of money or other thing of value for
special consideration of the letting of a agreement.
Signature
Subscribed and sworn to before me this day of
200
Notary Public Commission Expiration
12
PROFILE QUESTIONNAIRE
1. Provide a brief description of the history of the institution's provision of banking services.
2. Describe the organizational structure of your institution and the departments which will oversee
the agreement.
3. Describe your service capabilities for a customer the size of the City, including those items
which set you apart from your competition.
4. What is the institution's commitment to large corporate or government customers? How many
governmental customers does your business service?
5. Provide five (5) references from public funds or government-related customers of one (1) year
or more with characteristics similar to the City or commercial banking customers that utilize
similar services that the City will use.
6. Provide contacts from government related or commercial accounts which were terminated or
not renewed in the last two (2) years.
7. What insurance coverage is carried by the Bank with respect to any acts or omissions of
directors, officers, and other personnel resulting in loss of funds? List all insurance coverage
relevant to the services for which a proposal is being submitted. Please indicate the type and
amount.
8. Identify and describe any litigation or investigation by a regulatory authority of your business,
which officers or employees have been involved in within the last three years.
9. Discuss the financial stability and credit quality of your institution. Provide ratings for the
institution and its holding company from two or more nationally recognized rating agencies.
List all rating ct�anges for the past five (5) years.
10. How many professional staff are devoted exclusively to the delivery of services to large
corporate or government customers? What structural approach to account administration is
used (i.e., account teams, account administrators with support groups, or other)? Who
interfaces with customers? How often?
11. List names, titles, phone and fax numbers, and email addresses of key persons in charge of
banking services and the account administrator who would be assigned to this account. Provide
biographical sketches of these individuals and identify their rank and level of authority.
12. How many accounts does your typical account administrator/team manage? How do you
determine the number of accounts assigned to each? How many accounts are assigned to the
account administrator who would be assigned to the City's account?
13
13. Describe the procedures which you use to assure continuity of services during vacations or
other absences. Who and what are the qualifications of the person(s) in your Bank designated
to handle matters when the account administrator is unavailable?
14. g� How do you monitor legislative and/or regulatory changes afFecting banking services? How are
these changes communicated to clients?
"J
15. �Describe your approach to customer service and product familiarization.
16. How do you monitor customer satisfaction? Do you provide customers with the ability to
participate in the annual evaluations of their account team, as well as overall product
performance?
17. Describe the Bank's disaster recovery plan in detaiL
18. Describe the assistance you would provide to implement services in this proposal. Provide a
description of the implementation process, including testing, and a sample implementation
schedule. What is the average lead time and what are the critical factors which may impact
that lead time? Describe support provided including training, technical assistance, user
m�r�uals, ar�d on-site visits.
14
BANKING SERVICE QUESTIONNAIRE
REQUIRED BANKING SERVICES
l. Currently, the City maintains single general checking account and a Payroll checking
account.
Primary locations depositing receipts include the all, Recreation Department, Police
Department, golf course, convention center, an tow 2) liquor stores.
2. Receipt of Deposits and Depository Service Options
A. List the bank location closest to the following locations.
City Hall Main account 6301 Shingle Creek Parkway
Police Department 6645 Humboldt Avenue N
Centerbrook Golf Course 5500 North Lilac Drive
BC Liquor store 5625A Xerxes Avenue N.
BC Liquor store #2 I 6930 Brooklyn Boulevard
Earle Brown Heritage Center 6155 Earle Brown Drive
B. Are night drop, vault, and branch service options available? Is pricing different for
utilizing these different deposit options?
C. What is the cut off time to ensure same day ledger credit?
(a) Is it the same for night drop, vault, and branch services?
(b) Is it the same for cash as for checks, etc.?
(c) Are there any options that might affect this cut off time?
E. What type of deposit bags do you allow/require?
(a) Do you provide these bags?
(b) Do you charge a fee for these bags?
F. Are there any restrictions on deposit bags provided by the customer?
G. Are there any benefits to separating cash and checks in two deposit bags?
15
H. Do you require that checks and currency be on separate deposit tickets?
I. Are deposit tickets provided free of charge?
.7. Do you limit the number of deposit tickets that can be included in one deposit bag?
K. The deposit tickets that you provide must be available in multiple part forms. Currently,
we require one copy for our records and one to attach to the deposit. How many copies
does the Bank require?
L. Would you accept deposit tickets from a third-party printer? List any limitations.
M. Do you require that cash be deposited in standard straps only? Is there a penalty for
depositing nonstandard straps?
N. Do you accept loose and/or rolled coin for deposit at vault, branch and night drop
locations? Is there a fee for depositing loose or rolled coin?
0. How do you determine and calculate availability of deposited items?
P. What are the requirements for depositing checks (e.g., pack size, audit tapes)?
Q. Does the Bank offer a discount for the use of pre-encoded checks?
If so, please provide the following information:
(a) The discount offered for pre-encoded check use.
(b) A copy of the Bank's instructions for pre-encoded checks.
(c) A description of your encoding quality monitoring process.
R. What courier services are provided by the Bank, if any, for pick up and delivery of
deposits? If not provided by the Bank, what third-party couriers are available and/or
recommended and what is their cost for providing the service? What is the cut off time
for same day credit?
3. Deposit Verification
The Bank must process an adjusting debit or credit for deposit discrepancies. Copies of all
adjustments and their documentation should be received at our office by the end of the next
business day. Describe the documentation provided for deposit discrepancies.
4. Currency Services
A. Describe the deposit and change order procedures, cut off times, and other features of
this service.
16
B. How much advance notice is required for coin and currency orders? Are coin and
currency orders, including pick-up, accepted on Saturday?
C. Are there minimum purchase requirements (e.g., standard straps of currency and full
boxes of coin)? Is a discount ofFered for purchasing standard amounts?
5. Return, Item Processing
A. Return items must be automatically re-deposited one time unless specifically instructed
in writing to do otherwise.
(a) What is the per item charge for re-depositing an item?
(b) What is the per item charge for return items?
B. Provide the Bank's standard return item and re-clear processing instructions. List any
nonstandard options that are available.
6. Transaction Research
Requests for research and documentation should be completed within one calendar week.
What are the procedures for processing inquiries related to research and adjustments.
7. ACH Deposit of Credit Card Transactions
Are there charges related to the ACH deposit or electronic deposit settlement of credit card
transactions?
8. ACH Withdrawal from Checking or Savings Accounts
The City withdraws utility payments from checking and savings accounts via ACH. Does the
bank require accounts to be prenoted before the initial withdrawal? Are there any charges
related to withdrawing funds via ACH?
9. Processing and clearing of all checks and drafts issued by the City
The City manually manages the available "float" and the amounts available for investment.
Give your recommendation(s) on the best way for the City to manage this process to provide
the least amount of float, minimal fees, and maximum interest returned.
The City would like to receive reconcilement data of all transactions, via download, in a format
compatible with the City's computer system (e.g. downloaded into Excel). Describe this process
and the related fees for this service.
The City is also in the process of implementing a Document Imaging System. In the future, the
City may be interested in receiving a monthly file of cleared check images. Please describe this
process and any related fees.
17
10. ACH for debt service payments
A. Does the Bank offer any service to protect our account from unauthorized ACH debits?
B. Can you selectively accept ACH debits only from originators authorized by us?
a If so, how are such authorizations set up?
(b) Can you ensure that originators do not charge our account for more than the
amount we have authorized?
(c) How do you handle receipt of entries from unauthorized entities?
(d) Can you stop payment of individual ACH debit transactions? Describe this
procedure.
(e) How would the Bank notify the City of the receipt of unauthorized ACH debits?
11. The financial institution shall provide collateral for all deposits of a type and in the amounts as
required by State laws. Attach a copy of your standard collateral agreement.
12. The finar�cial institution shall promptly process wire transfers and shall promptly notify the
Ci when wire transfers are confirmed. What methods of initiation does the Bank offer for
tY
wire transfers? Describe each method's process of initiation, approval and release.
13. Cutoff Times
A. What are the opening hours and the cut ofF times in Central Standard Time for initiating
-da execution
wire t
ransfers to ensure same y
B. When and how can a wire transfer be canceled after it is released to the system by the
City? What is the latest time in the day a wire transfer can be canceled? Is there a
charge for cancellation?
14. Confirmation
A. How soon after wire execution would an internal bank confirmation/sequence number
be available? When would the Fed Reference number be available assuming there are
sufFicient funds in the account?
B. At what point does the Bank assume legal liability for executing a wire transfer?
C. Is a debit or credit advice mailed or faxed for each transfer? Is there an explicit charge
for advices? Does the Bank offer optional summary advices for debits and credits?
15. Wire Instructions
A. Submit a sample or proposed wire agreement with your proposal containing all
agreement terms necessary.
18
B. What is the average turnaround time for responding to inquiries about failed wire
transfers?
C. Describe how the City wou{d make inquiries re4ated to resalution of wire transfer
discrepancies. Would the City be charged for wire transfer investigations?
D. If either the originating or receiving bank makes an error, how are adjustments
handled?
16. Systems
A. Describe the Bank's wire transfer system. Do all of the Bank's branches and affiliates
use the same system?
B. Describe any hardware or soflware the City would be required to have installed in order
to do online wire transfers.
17. Security
A. What levels and types of security safeguards exist when initiating and releasing wires?
B. Describe hov� the City's access to the Bank's wire transfer system would be controlled.
C. Is a Log-on Report available showing all log-ons over a given period, including User
I.D., date and time? How long is this log kept?
D. Describe rocedures when securi codes are violated.
P tY
E. Can User I.Ds be user-defined or must they be provided by the Bank?
18. The financial institution shall provide the necessary services for direct deposit of employee
payrolf checks to their accounts.
The City processes payrolls bi-weekly and there are approximately 500 direct deposit
transactions each a roll period. Each employee has the option of direct depositing to four
PY
different accounts. What are the fees associated with the direct deposit of payroll checks?
19. The financial institution shall provide for electronic funds transfers of all federal and state
withholding taxes as directed by the City.
19
DESIRABLE BANKING SERVICES QUESTIONNAIRE
In addition, the City shall take into consideration the ability of the proposer to provide the following:
1. Personal computer, email, and internet access for daily balance and account inquiry.
A. What banking functions are ofFered by personal computer, email, and on the internet?
B. Describe each reporting method available on-line.
C. Is current day information real time? If not, how frequently is it updated?
D. Is historical information available on the system? How many days of history are
available? Provide sample reports.
E. Can the system export reports in various file formats to the customer's other
management systems? If so, what formats are available?
2. Reports
Describe your ability to provide the following reports:
A. Daily report of the current balance in the account(s).
6. Monthly statement, wifh written confirmation for all transactions enclosed, by the tenth
of each month.
C. Monthly account analysis report listing transactions processed and average balances.
D. Monthly collateral reports that list type of collateral and market value.
3. Credit card services
The City currently provides credit cards to approximately ten City employees. Describe your
credit card program and the applicable charges.
4. Purchasing card program
Currently, the City does not use a purchasing card program, but we are interested in
implementing this program. Describe your purchasing card program and the related fees.
5. Lock box system for processing utility payments
The City does not utilize lockbox services, but we are interested in this service. Describe the
lockbox services provided by your bank and the appficable charges. Also, describe the system
and other requirements for this process to work (e.g, the requirements of the utility invoice).
6. Sweep account for investment of available balances
20
Describe the sweep account services, including the processes followed, any charges, and
interest income.
7. Positive Pay
The City does not currently utilize Positive Pay services. However, to reduce the possibility of
check fraud, the City may be interested in this service in the future. Please indicate if you can
provide this service and any associated fees.
8. Check 21
The City does not currently capture check information electronically, but may wish to do so in
the future.
Please indicate if you are able to accept image deposits from the City. If so, please describe
the process and any associated fees. Also indicate if specific remittance equipment and
software are required (bank provided or third party provided) and the related fees.
9. Safety Deposit Box
Please indicate whether the Bank has Safety Deposit Box s�rvices available and list any
applicable fees.
21
COMPENSATION, FEES AND RELATED INFORMATION
1. The attached bid sheet has all categories of service identified which the City reasonably expects
to be billed. If there are other fees or costs not identified on the bid sheet for which the
institution expects to charge, attach a supplemental price schedule for such services. Include
one-time or set up charges, research fees, wire fees, and all other fees that will be charged.
2. The Bank must accept compensation in fees, balances or a combination of the twa
3. Fees for services must be billed in conjunction with an analysis statement. Fees cannot be
debited to our account until the City reviews and approves the analysis statement. Describe
your proposed billing cycle (monthly, quarterly, etc.) Also, describe the process for the payment
of bank fees. Furnish a copy of your analysis statement or statements.
4. Earnings Credit Rate (ECR) for the monthly analysis must equal or exceed the 90-day Treasury
Bill average for the previous month. Does the Bank's ECR meet or exceed the 90-day Treasury
Bill for the previous month?
5. Is there a fee �or FDIC Insurance? If so, how does the Bank catculate the charge?
7. When calculating average balances, are positive and negative balances netted?
8. Charges for overdrafts must be handled through the analysis statement process. These
charges cannot be any higher than those charged to a regular commercial customer. Please
show what your pricing will be if an overdraft occurs and how overdraft balances are
calculated. Are uncollected funds caused by an overdraft netted against positive balances in
other accounts during the analysis process?
9. How are adjustments reflected on the account analysis?
10. All charges for deposit tickets and other supplies must be handled on the analysis statement
and not charged to the City account in any manner.
22
NON-PROPOSER'S RESPONSE
For the purposes of maintaining an accurate mailing list and facilitating firms' responses to our RFP
invitation, we are interested in ascertaining reasons why prospective proposers have chosen to
dedine response to this invitation.
If your f'rrm is not responding to this RFP, please indicate the reason(s) by checking_ any appropriate
item(s) listed below.
We are not responding to this RFP for the following reason(s):
Services requested not available through our company
Our firm could not meet specifications
Specifications not clearly understood or applicable (too vague, rigid, etc.)
InsufFicient time allowed for preparation of response
Incorrect address used. Please correct mailing address:
Other:
Please return this form to:
Daniel Jordet
City of Brooktyn Center
6301 Shingle Creek Parkway
Brooklyn Center, MN 55430-2113
25