HomeMy WebLinkAbout1964 02-10 CCM Regular Session 117
Minutes of the Proceedings of the Village
Council of the Village of Brooklyn Center
in the County of Hennepin and State of
Minnesota
February 10, 1964
The Village Council met in Regular Session and was called to order
by Mayor Gordon Erickson at 7:30 P. M.
Roll Call: Mayor Gordon Erickson, Phil Cohen, Henry Dorff and
Howard Heck were present. Trustee john Leary was absent.
The invocation for the Council meeting was given by Rev. Christenson.
Motion by Phil Cohen and seconded by Howard Heck to approve the
minutes of the Council meeting of February 3, 1964 as recorded. Motion
carried unanimously.
Trustee john Leary arrived at the meeting at 737 P. M.
The administrator was directed to continue to investigate the proposal
of Stanton- Pittelkow and Associates and arrange for a member of their firm to
attend a future council meeting.
Member Howard Heck introduced the following resolution and moved
its adoption:
RESOLUTION SETTING FORTH THE METHODS FOR DETERMINING
BENEFITS TO CERTAIN LOTS, PIECES, AND PARCELS OF LAND
WITHIN THE VILLAGE OF BROOKLYN CENTER FROM MUNICIPAL
- -- PIMLIC IMPROVEMENTS
WHEREAS, Section 429.051 of the Minnesota Statutes of 1961 provides
that the cost of any improvement or any part thereof may be assessed upon
property benefited by the improvement, based upon the benefits received; and
WHEREAS, the Village Council of the Village of Brooklyn Center desires
to determine the benefits received by every assessable lot, parcel or piece of
land from each public improvement in a fair and consistent manner, and
WHEREAS, the Council has reviewed past assessment methods and has
considered what methods are in its judgment fair and consistent; and
WHEREAS, the Council has determined that the assessment methods set
forth in the attached Assessment Procedure Mannual are fair and consistent
methods of determining the benefits received from public improvements with
respect to certain lots, pieces and parcels- of land; and
WHEREAS, the Council realizes that in rare cases the methods set
forth may not fairly and consistently determine the benefits to a particular
lot, parcel or piece of land; and
WHEREAS, the Council has set forth the categories of lots, parcels
or pieces of land to which the various methods of assessment shall apply,
and with respect to which the Council believes the various methods of
assessment are fair and consistent;
NOW, THEREFORE, Pursuant to Section 429.061 of the Minnesota
Statutes of 1961, the Council resolves to direct the Village Clerk, Engineer,
or other qualified person appointed by the Council to calculate the amount
to be specially assessed for each public Improvement within the Village of
Brooklyn Center against every assessable lot, piece or parcel of land in
accordance with the method set forth in the Village of Brooklyn Center
Assessment Procedure Manual;
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RESOLVED FURTHER, That each lot, piece or parcel of land which
does not fall within one of the categories set forth by the Council in the
said Manual, shall be referred directly to the Council and the Council
shall determine the degree to which such lot, piece or parcel of land is
benefited upon the peculiar facts and circumstances of the case and to the
end that the lot, parcel or piece of land be fairly and consistently treated;
RESOLVED FURTHER, That a copy of the Village of Brooklyn Center
Assessment Procedure Manual be attached hereto and incorporated herein as
though fully set forth,
The motion for the adoption of the foregoing Resolution was duly seconded
by Member john Leary, and upon vote being taken thereon, the following
voted in favor thereof: Gordon Erickson, Henry Dorff, john Leary, Phil
Cohen and Howard Heck and the following voted against the same: None;
whereupon said resolution was declared duly passed and adopted.
Member Henry Dorff introduced the following resolution and moved
its adoption:
RESOLUTION ACCEPTING BID FOR FURNISHING OF ONE (1) USED
23000 000 G. V. ",fit. LUMP TRUCK AND ONE (1) USED 25000 G.V.W.
DUMP TRUCK
WHEREAS, the Village Administrator and Assistant Administrator have
reported that on February 6, 1064 at 2 :00 P. m they opened and tabulated
bids received for furnishing of one (1) used 23 G.V. dump truck and
one (1) used 25, 000 G. V. W. dump truck and that said bids were as follows;
Bidder Make & Model G. V. W. Bid Price Trade Ift Net Price
Crystal Motors Inc. 1960 Int. V -195 27,500 2300.00 300. 2000.00
Art Goebel Inc. 1960 Ford F -800 25 2298.00 300, 1998.00
Art Goebel Inc. 1960 Ford F -750 22, 000 2148.00 300, 1848.00
Midway Co. 1958 Int. R -190 25, 000 1495.00 395, 1100.00
Int. Harvester Co, 1960 Int. B -182 21,500 2295.00 300, 1995.00
Int. Harvester Co. 1960 White 2000 22, 000 2195.00 300, 1895.00
Int. Harvester Co. 1960 Int. B -172 19"500 2195.00 300. 1895.00
Int. Harvester Co, 1957 Int. A182A 21 1395.00 300, 1095.00
NOIN, THEREFORE, BE IT RESOLVED by the Village Council of the Village
of Brooklyn Center, Minnesota that the bid of Crystal Motors Inc. for the
furnishing of a 196Q International V -195, 27,500 G.V.W. at a net price of
$2, 400 and the W. o Art Goebel Inc. for a 1960 Ford F -800, 25, 500 G. V. W.
at a net price of $4, 99$, 0g are considered to be the best bids for the furnishing
of used truck chassis, : rdance with specifications therefor, submitted
by responsible bidders
,' , hereby accepted.
,
The motion for the adoptiork of foregoing resolution was duly seconded
by member Howard Heck, anti tin vote being taken thereon the following
voted in favor thereof: Gordon Erickson, Henry Dorff, john Leary, Howard
Heck and Phil Cohen and the following voted against the same: None;
whereupon said resolution was declared duly passed and adopted.
The Village Council heard a report from the Park Board regarding the
Purchasing of certain lands on upper Twin Lake for Park Purposes, Mr. Hagel
was directed to prepare a report to be sent to the members of the Upper Twin
Lake Improvements Association and further instructed to arrange for a joint
meeting of the Council and Park Board at which time this matter would be
discussed
,.j( with members of the Upper Twin Lake Im j��J /yy ovement Association.
m C! /.OM - p 30141 �.2dJ 4o dCC[ G. Ye4. Nn �Y fl Lawe.nHCG Yv&,. Ne-
,fN v�'✓�e�. o-,�d,el o S iec.K O� a
Motion by Howard Heck and seconded by Phil Cohen to accept the
resignation of Dallas Lawrence from the Industrial Development Commission
of Brooklyn Center, Motion carried unanimously.
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121
Motion by Phil Cohen and seconded by Howard Heck to accept the
resignation of Dallas Lawrence from the Brooklyn Center Park Board. Motion
carried unanimously.
The Mayor announced the public hearing for the proposed vacation of
NOith Lilac Drive from Logan Avenue North to the center line of Morgan Avenue
NOrth. In accordance with the letter from the Futterman Corporation requesting
that the hearing be continued, motion was made by Howard Heck and seconded
by 'Henry Dorff that the Public Hearing regarding the vacation of Lilac Drive
from Logan Avenue North to the center line of Morgan Avenue North be
continued to Monday March 16, 1964 at 8:00 P.M. Motion carried unanimously.
Motion by Howard Heck and seconded by Phil Cohen to approve the
following licenses:
Citfarette Licenses
Johnson Brookdale Standard Station 2119 57th Avenue North
Mobile Service Station 6849 Osseo Road North
Heats License
Edon Heating Company 9509 42nd Avenue North
Stice Station Licenses
Johnson Brookdale Standard Station 2119 57th Avenue North
Standard Oil Station 6044 Osseo Road North
Vnuk Bros. Texaco Station 6810 Osseo Road North
W. J, West Pure Oil Station 5700 North Lilac Drive
Motion carried unanimously.
The bills having been audited, motion was made by Henry Dorff and
seconded by John Leary to order paid the bills set forth in the schedule
attached to these minutes and made a part thereof. Motion carried unanimously.
The Village Council discussed the need for the construction of certain
storm sewer improvements prior to the construction of the freeway. The Village
Engineer was instructed to prepare plans and information for public hearings
on the paroject
Motion by Howard Heck and seconded by John Leary to adjourn. The
Village Council adjourned at 12 :10 A. M.
I
Mayor
lerk
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,
A S S E S S H I' N T F R Q C F D U R F S
M A N U A L
i 3_ , A G F 0 F S R Q C K L Y N C F N T F R
i
Submitted by
Pon - Id C , 'P s
Lail? age Fngi eer
II
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L
W D E X
I
Pape
I ntroduction r v o o ... . v c � v n o 0 a a I
P,ssestsrient Definitions . . . . . . . 2 -3
S a ni tary Sewe Tnterc4p or 4 . . . . . O O . d O C 4
9 6 Y . G O
Storm Sewer Interc . e e o .y , . e a a o . . . V
Storm. Sewer L ateral b . • . . . G'
�U.te4 Mains. O G Gi O O Y b 8
Street Surfacing
`
Corner Building Ste. o o • s . o a n a 10
Corner Building S tj: -.zjv rjL
Curvilinear Frontage with Converging Side Lines . . e . • . . . . . . . . .. �.
Corder Building S-Ste Having;
Street Abuttment on Three Sides • . s . O . . 1.3
Building Site With
Diverging Side lines. 14
Building Site with
Converging; Side Lines 15
G rading. . . . A s o . • o b o n o a a a . . . . 0 16
C urb and Gutter, o a o o . 0 0 o c a o o a tl u a 17
L
IN
I
The special assessment is a device employed primarily by municipal
90verF as a 1�'?eans to fineince specific improvements desired by
a neighborhood or area The use of the sve_.4al assessment_' dates
back to Cola..nial times, and during the wart two decade; the use of
special assessments has grown to a point where they comprise an
essential. and considerable portion of municipal, f;.nance ,
It is important to recognize that although special assessments are
billed to the Pl'operty owner along with real estate taxes, there is
a ci isti nct s:: - j'—f ferenc e, between taxes a,.nd special assessments. Real
estate taxes are <a. -unction of the vali:ie of the read estate as deter-
mined any t1he mundc -;.paw assessor, while special. assessments are a
direct furctiorl of �-he enhancement of value o the benefit which a
Once in �Sy petition of property .ryta'ners nand thereafter deter-
mined that certain f" ic':d .hies are necessary and desirable, l gen -+
eral success and accep•tajjtae� c t the s pecia'?. assessm as a means of
financing the far:. i. "s.?. is dependent upon equitable and consistent
'lle'i'C7o is 0� levying Cost's Of, �'Peci f i imp$'G�'le'ments o State statute-,s
and the c ourll:s have extended wi de latit of authority to m ?ax?.z.r:ipas_
Council's :fog' � arsi�` ert methods ods and poi f':ii's c It is
therefore ; oss i.. l,e that assrF;:�:',men tt methods and po licies may vary
from one ?tlunj,C.tp,i',l .ty to arrit}ic , and - he resulting "J"Ack of u.nifo('i's>
nte' hods and Policies on a sta•Cewide or, at le ast , area -- wide basis
terds to f':� e'E ite conf usion azmtor.p
Citizens, paT't F G 11l a7G'l }' in a 'x?tF?tXf!
In Sa b.ev c' h(_:i 'fir re ;oi g r_t has boe.1 i:3eemr"'d desirable to salt fL rt"ki
a F' 4;'rlleriJl asse�-,'"_',.i:!ent mf_-i?`3iods and pC7la.C'.ies practiced in the Village
-? r' By'rriklyn d: It is c it pl- .tasized tlizat the following, suFY Mari z
:.1.t :.?'l .ri ?cw.tz ?fie,, anc-1 "L`hat certain Ll.k'°!'L':msstances may -JUstif
ASSESSMENT DEFINITIONS
A., SANI SEWER INT ERCEPTORS - A network or relatively large
i3iart1ete i;, deep - sewer pipes and associated pumping stations,
meter stations, and appurtenances. The sanitary sewer inter-
ceptor mains are designed to serve as collectors for pre- -
determined districts.
B. SAN ITARY SEWER LATERALS - A network of smaller diameter pipes
exc•t�ra .ig' rom respective interceptor mains. A sanitary
sewer lateral main is designed to serve individual homes along
a given street.
C. STORM SE14ER INT ERCEPTOR -- A network of relatively large diameter,
p storm water ction pipes., The storm serer interceptor
mains are designed to serve as collectors for relatively :urge
drainage areas or districts.
D. STORK! SEWER LATERALS -- A network of pipes extending cuff from
respective stormi interceptor mains, A storm sewer lateral, is
designed to serve relatively small drainage areas,
E. DRAIN TILF -- A. network of perforated pipes designed as suhdrains
to provide groundwater. relief to individual structures and homes.
u MATER MAINS -» A network of pressure pipes designed to deliver
mug a . 7ater to home.; within the comrilunitSr . The network is
comprised of both large and small size pines.
(?) Wa ter= Serv::cE s - Small pipes leading from water main.
to t .. I". F3t T3roI.1C?rt,J lines of tP1lC.•.e properties abutting
a subjec - t street
G, TEMPORARY ST REET SURFACING - A two inch thick, asphalt surface
canrt t te c7r_, �.p rig roa oil 'to the native soil.., mixing with
machine. and rolling to grade. The improvement doe's hot include
gravel base and 3.s designed as an irzi.v'r xm surface until such
time as all underground util.iti.eF are cra is in the street
H. Pi'RIMANE STREET 'SURFACING - A. - two inch surface
C�1?lt °L3C'ace �+� z,�3:°f'lc?f'F'. P�t:.F? �..171'oU. r ,•. now
!onstruc
on ly a t. 'ter all u ti l l f are 4 =cl in the .street.
T GRAT)T O _ Thn a Mto,anc ; %rp fi.. i.l.'.�ti P+ nv+ e,, �� .i: 4 .T9 t2 rs ., ta'ti ,.t A
?r'rfc 3 ij } C*C.) eC'' .S V LRgal integ v . fitb a street std2'#a °i:t1 ; + °.a ie .. ,
�'
u l?_r.LTi S b ' ., - Yx general terry, a building site is defined - is
;:°pMg Lest upon ,7h!cb. a 'home is situated or upon which a.
home ;,.nay be si t date,' . In respect to unoccupied land tracts, a
building s ite is considered either a tvpical. ?S soot wide by 135
11 deep lot or a sn!a k r :t_ •t o1: uc1h } dimensions as to be con-
s�_ w 1t other lots _l. 'ia. ti it'imedi.'.� a vicinity.
I
2
Yd FRON"I FOOTAGE - The shortest dime. of existing or potential
b%xa Ldp ng sates abutting the st eets.
SIDE: F00 - `AGE - The longest dimension of existing or potential
F6 5 7rrp,`F - 1u1 - 17d-ing sites abutting the streets.
M. STREET UPGRADING - The construction of street surfacing of a
higher - e -- tlan previously existed. Types of surfacing range
from no surfacing at all though temporary surfacing, to perwan-
ent surfacing.
N. STREET REPLACEMENT - The construction or . street surfacing of the
same Type' 'previously exiGted.
3
SANITARY SEWER INTERCEPTOR
The total cost of a sanitary se, weY :interim for (see illustration
Do. l) is asses equ 1 er una.t ='Wrea square Foot, acre,
etc e ov +�r. ei d str se *T a sewer main. The
assessment is generally levied in the current year of construction
of the intercept sewer, and it is entirely likely that a large
number of properties will be a4ssessed which do not irimediately
have access to the sewer. It :is, however, considered that such
pm)perties do accrue immediate benefit from the intercepter sewer'
since the interceptor is available to receive lateral sewer
connections which may be initiated by petition of property owners.
The sanitary sewer interceptor assessment is levies] over a 20 year
period in equal annual principal installments; interest is currently
charged at the rate of 6 per cent of the unpaid balance.
Illustra No. I
I
na.n.,m: ° tu:ab„s%e,'c'�T`••r+...' fm,e...se...�s:,a'..,....:. pr
j L { 0
0 0 o 0 0
s�
� a S
C, 1 0
Lateral Sanitary Sewer
V a�
To Minneapolis
— -; - TLT1 ,:e.:ac.en Sar►it,���y Sewer �i To pol Plant
SANITARY SLWI Y. LAT RAL
The cost of dny given sanitary sewer lateral extension off the
inte rce p tor is assLSSe �qiia tc� a ar �z�. da n site served by
thelat a ..e, a.a mow. .......m... ..®o...,nr.,.a ..„.�....w..
Large tracts of land designated or ajsed in an educational (school
.L com ercia.:l, -industrial, governmental, or institutional
capacity are c ^averted to residenticil. building mates for assessment
purposes. (Example: commercial lard use block, lower left corner,
Illustration No. 1).
Residential building sites which are served directly by an inter-
ceptor (Example: bui.ld.ing sites on upper and right sides of
Illustration No. 1) and which therefore require no 7 =ewer are
assessed a latera.l. sewer connec cost equal to t1le .average cost
of sewer lateral installed thxoe. €ghomt the municipality -- i"-o date.
Lateral assessment income fror:: such direct connections to the inter-
ceptors was estimated clt the time i.ntercepto:rs were built, and the
eB'4gina l interceptor as sescinents urere reduced in the amotunt of s uch
anticipated direct E: connections o For example, e, if awly :1.C?tercc pt':r
surer was built at a 1-ost of x400,000 and it was es;:i.mated that
$25,000 in assessments would accrue from direct coru)ections - to the
interceptor in the. future, then only $3 75,000 00 was levied as inter-
cp.p or assessrA*ient t
The sanitary sewer lateral assess nen L is levied o ver a. 20 year period
i.r.. c g toinual principal. installments q interest is currently charged
at the gate of 6 per c ent of the unpaid balance.
S
The total. cost of a st se inte rc�-�tor (See Illustration Mo. ?_ )
1S a f ih1� 7E° U21''t U: aT`c�.. - St:(l1e[TMFe foot, acre, etc.) over
The Ol �y i+7n.L l;.•R Si w. . 1. �.Lc� "1 TrA i.` i�� LJ��. sewer main.
6.�ri�iessroerit .is �IAr ez,a J..L V levied in the current year of construction
of the intercept' ar storm sewer, and it is entirely likely that a large
number of properties will. be assessed which do not received - Immediate
and total, drainage rel.i.e:fa it is, however, considered that such
properties do accrue benefit fr -� -,m the interceptor storm sewer since
the '!.]] "d::'r. "1"C:C',,'Caf is av ailab le to Pa~ef?3.ve lateral storm sewer cC'nnec-
tic.ns w.;aiel": �a,:,a- 1e init y pr
'� `` � � r nd � i?�tlt:t:c7�i Se.�i owners.
The Storm sewer iliterceptcr assessment is levied over a 20 year period
in equal annual princ.ip il. installments; interest is currently charged
at the Yt ate of 6 per treat of the unpa -id balance.
.6l e.i N o. L
0
i
0 x'", 3 §.. a... as e. k ".✓:«r_ „ r...,i"':.'L Y'1:..„r::;,sx,....:. °a`§r. -.;: .day`" f4 .:.....:...:.
er
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t tad t P
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V
I n d
catf,5 fi'l s n d r'1 ' i C wvv
w: :�,:..._,..: .. " "„ ..•3 F.1 _ ..' :.� �`'C�7�f're .i! Shot - .m 'S�.�w�'r La: &t�:'�a
s •)' ° i C t P S;
STORM SEWER LATERAL
The cost of a storm sewer lateral (see Illustration No. 2)
extension ofd' stcOrm antercej,tor is assessed equally c�-r unit
of area (square foot, acre, etc.) ove Y there district served
by the lateral sewer.
7t is not, however, necessary that a lateral storm sewer be con-
structed immediately abutting a given tract of land i n o rder for
that tract of land to accrue drainage benefits. Storm cater is
collected by a lateral sewer through "catch basins" strategically
located at the designed "low paints" of the existing or proposed
street network. The "low p oints" of the street network are designed
with storm sewer economy in mind, thereby eliminating the necessity
of installing storm sewer laterals in every street in the municipality.
Extension of storm sewer pipe for the exclusive purpose rf collecting
water From drain the systems are not considered as storm sewer
laterals. The cost of such drain tile extensions are borne entirely
by those: structures and homes beneiitting therefrom.
The storm sewer lateral assesswent is levied over a 20 year period
in equal annual prIncipal installments; interest is currently
charged at the rate of 6 per cent of the unpaid balance.
7
WATER MAINS
C enter The water main assessment in Brooklyn Center s s tandardized �tandardized a.t
$ 9d reach m re ."dent al building site server - by the mien cipaf
c;eter System,
It is considered that $110 of the $x-=80 assessment constitutes the
average cost of the water service line between the water main and
the front Property line of each building site. The $384 balance
of the assessment constitutes the average cost of installing water
mains of all sizes, as well as contributing to the cost of construe"
ting wells and elevated storage flanks.
Large tracts of land designated or used in an educational (school
site), c omnsercial, industrial, .governmental, or institutional
capacity are converted to residential building sites for assessment
purposes. (Example: educational land. use block, center,, Illustra-
tion No. 3)e The theoretical_ 75 foot frontage residential building
sites see derived from such tracts of land are assessed at the rate
of '1380 each, plus the cast of any water service lines between the
water main and the property line. Usually. such a situation requires
only a siligle water service lire which is substantially larger than
the typical residential water service line,
the water main assessyraent is levied. over a. 2; year period in equal
an lual principal i.n.s4:all.merts; interest i.s curr =ently charged at the
rate Of 6 per cent of the unpaid balance,
Il lustration No. 3
I
3 !
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a �
_
i t
f T
STREET SURFACING
The cost of street surfacing is assessed in ro ortion to the
d1mensions of Pro re v (front ootage an :: o tageT
T`Fie streF£s a 97assessment for - temporary street is levied over a
3 year period in equal annual principal installments . An assess -
ment for permanent street is levied over a 5 to 7 year period (depend -
ing upon magnitude of assessment) in equal annual principal. install-
ments. In each case, interest is currently charged at the rate of
5 per cent of I'he unpaid balance.
Special street assessment procedures are as follows:
CORNER BUILDING SITE -- The front footage of residential building
sit si'r ion No. 4) will. he assessed in the event of either
front street replacement or front street upgrading. The side foot-
age of � norner s . Will not be assessed in the event of
side street replacement, ?'e is ` ? :u rcuim ista nc one-
third cat the side footage, to :,: 35 feet, Di us all side footap_e in
r:xQess 01 !is .tees Will ,,;,e in the event of side street
upgrading.
i
Illustration No. 4
N
t+a
"X" Str eet . lace i v)
It— o � fr�a
3 x' 0 sS FRONTAGE ASSES MD
m
W
rdZ ..
41 c> �
0
ell
Si deage
I4yll STREET
"Y" Street Re• laced
I, Xaf 70 r. �' 45E
"Y" S treet U ) �'3�K�e a
11 x'3 = ' t
+ (200 -- 135 ") =65 Ft.
TO'VAL SIDEAGE ASSESSED 110 Ft.
10
CORNER BUILDING SITE HAVING
CURVILINEAR FRONTAGE W11M CONVERGING SIDE LINES
The footage of a residential corner building site with curvilinear
frontage and side lines which converge tr)ward one another from the
street at 20 or more shall be adjusted for assessment purposes
(see Illustration Nols. 5 and 6) . Such a building site is designated
as "corner" if the Street centerline tangent deflection equals or
exceeds '70 In such a case, the front footago shall be considered
as equal to the building site area divided by typical depth of 135
feet; said front footage wi.11 be assessed in the event of either
street replacement or street upgrading. The side footage shall be
considered as 135 feet; said side footage will not be assessed in the
event of side street replacement, unless peculiar circumstances pre-
vail. One-third of said footage, or 45 feet, will be assessed in the
event of street upgrading.
Iri no event shall the total adjusted assessable footage exceed the
actual footage of the building site.
Illustration No. 5
STREET UPGRADED
Adj. front footage=10,100 Sq. rt.*135 rt.=74.8 Ft.
AR EA- Adj. side footage=1/3 (135 Ft.)= 45.0 Pt,
Total assessable footage=
1.0"100 so fy
STREET REPLACED
Tt 1,101.11d be. considered that "peculiar circumstanceis
prevail." in this case since subject building site
benefitted fully from utility responsible for
removal of previous surfacing. Therefore, total
assessable footage equals 13.9.8 Ft.
Illustration No. 6
"X" STREET R EPLACED OR UPGRADED
�. Adj. front footage
yp 1.3,200 so ft o 135 ft, = 97.78 ft',
"Y" STREET REPLACED
Assuming that the subject building
emu` ss�te is Server by utiiities in tt O tt
%li
Street, there would be no side footage
assessed for replacement of "Y" Street
ST
}
"Y" STREET UPGRADED
ti
F Adj. side footage = 1/3 (135 ft) = pay r'
1 3
a }
k S
}
CORNER BUILDING SITE HAVING
STREET ABUT`T'MENT ON THR EE SIDES
The footage of a residential corner building site which is bounded
on three sides by streets shall be adjusted for assessment purposes
(see Illustration No. 7) In such a case, the front footage will
be fully assessed in event of either front street replacement
or front street upgrading. The side footage and rear footage will
not be assessed in the event of side or rear street.- V *p.placemen
unless peculiar circumstances prevail. One- - third of the side foot-
age up to 135 feet, plies all side footage in excess of 135 feet, will
be assessed in the event of side screed upgrading. One-half of the
rear .footage will be assessed in the event of rear street upgrading
Illu stration No. 7
oc
1 a
"X' *' STREET REPLACED OR UPGRADt"
W +� a) co 0 W
s., a 80 ft frontage assessed
.._�..
170 �,�..... X "Z19 STREET REPLACED
S
No rearcage asses
"Y" STREET
...,,......: �_ . ��,. �, ��,..» �.., � ..._...,e.....�,._.,.w,..�,._� "Z" STREET UPGRADED
Total rearage assessed M 1/2%, 90 ft
45 ft
"Y" ',3TREE UPGRADED
" " S RE T REPLACED
(1/3 X135 ft) - 4 5 :Ft �,�.�...
0 .f. t t) it No sideage assessed
^Pry4a"� c±i�uary® aCa�.`Pr.•SpC -- �� ft:
r
13
BUILDING SIT WITH DTVERCIN- SIDE LINES
The footage of a residential building site with side lines which
diverge from one another at the street by 2G�' or more shall be
adjusted for assessment purposes (see Illustration No. 8). In such
a case, the front footage shall be considered as equal to the building
site area divided by typical depth of 385 feet, or, equal to the
average front footage of those non-adjusted building situ in the
block whose individual areas do not exceed the subject building site,
whi ch..ver is least, 7n no evert, however, shall adjusted front foot- -
age be less ® t;haai the actual front footage of the building site.
Illustr No 8
q 1$o
JY
Procedure A.) ft a ?25 ft - 88.88 ft
Procedure B.) Average front rootage of bui_ -I dir..g
sites it block whose individual
areas are less than 1- 2,000 s q ft - 77.50 ft
Therefore, adjusted front footage equal; 77.511 ft
If Procedure B had yielded 69.0 ft, the front
footage of the subject building site would be
considered as 70.0 ft for assessment purposes,
14
BUILDING S'ITE WITH CONVERGING 'S'lUE LIML;�i
3
The footage of a residential building site. having side lines which
coaverge toward one another at the street by 20 or mre shall be.
adjusted f assess;msr.t pixrpose.-; (see lllustxatior. No,, 9), 'In such
a case, the front footaF is equalo the bu_iLId•--
. t
,e shall be c a L
ing site area divided by typical depth of 135. feet, or, equal. 'to the
average front footage, of those. ;ionadjusted bi. sites in - the
block whose individual areas do - , , iot knxceeo'. the subject buildil.ng site,
Whichever ; area - r 1xi no ev however, shall. adjusted front
.toB'fe_,cg"xF tbr _ � «:itual front footage of the building site
'"lustration No. 9
P (e
A R El
f is
F e
A, 2 1. 5Q C1 s q f I -� 135 159.26 ft
B,, s Average front footag,,;e o"
bud. s_4 ion block
w iridiv'dual areas are
less that 2'.1 , 601 sq. f t .
84.1. ft
Therefcmi e front footage = 159.26 ft
M
GRADING
The cast of grading is assessed in the sarle manner as, and Is.
generally included in, a street surfacing project.
CM AND GUTTER
The oast of' curb and gutter is assessed in the same manner as an
upgraded project
The curb and g:.atter assessment is levied over a 10 year periocl in
equal annual pr•:itzc ipa-1, instal!merts; interest is currently charged
at the rate of 5 per cant of the unpaid balance.
1
1
The bills audited and ordered paid at the meeting of February 10., 1964
PUBLIC UTILITIES FUND
2237 First Nat l Bank of Mpls Purchase C.D. 169
2236 Void Void (169,,000.00)
2238 Donnor Communication Radio Maint 28
2239 Goodin Company Replace Cable 8.13
2240 Minn -Kota Excavating Payment #5 2.,431.00
2241 Municipal Eauipment Pipe Locater 395.00
2242 Municipal Supply Co Supplies 33.54
2243 Northern States Power Utilities 629.38
2244 Postmaster., City of Mpls Reimb. of Permit 2170 44.28
2245 Seelye Plastics Plastic tape 8.88
2246 Frank A. Smith Ur Mileage 6.30
2247 Vill of B.C. General Fund Rent & administration 725.00
2248 Vill of B.C. General Fund Reimb, of Postage 162.25
2249 Vill of B.C. Petty Cash Reimb, 2.69
2250 C.G. Eckstrom Meter deposit refund 8.30
2251 James Chelmo a 18.52
2252 Hipps Construction " 18.00
2253 Vill of B.C. General Fund Reimb. of due to 8
2254 Vill of B.C. Public Util Rev. Bond" of service charges 48.2
12,798.19
LIQUOR FUND
2709 American Linen Supply Services 14.15
2710 Ray Bergstroms Trucking HaAl.ing rubbish 28.00
2711 Berquist Sales Repair cooler 103.49
2712 Binder Beverage Rix inventory 3.78
2713 Canada Dry Corp Mix inventory 20.61
2714 Cedar Sanitary Ice Misc. inventory 39.20
2715 Coca Cola Bottling Mix inventory 78.15
2716 Consolidated Beverage Beeriinventory 127.32
2717 Dayton Developement Repair heating system 44.37
2718 Distillers Distr. Liquor inventory 1 .,588.62
2719 0. M. Droney Beer inventory 1 .,015.75
2720 Famous Brands Liquor inventory 2 .,724.15
2721 Fridley Beverage Beer inventory 1 .,937.01
2722 Ganzer Distr. Beer & mix inventory 645.66
2723 Gold Medal Beverage Mix inventory 25.33
2724 Gross Indistrial Service Maint supplies 1.50
2725 Kuether Distr. Co. Beer inventory 618.82
2726 Leonard Lavalle Mileage 8.49
2727 Lynn Johnson Liquor inventory 1
2728 Mid Wiest Wine Co " 33.35
2729 Minneapolis Brewing Co Beer inventory 1 3 ,809.96
2730 Northern States Power Utilities 205.72
2731 Northwestern Bell Telephone Services 57.55
2732 Pepsi Cola Bottling Mix inventory 51.87
2733 Ed Phillips and Sons Liquor inventory 1.,414.20
2734 Red Lion Distr. Beer inventory 648.75
2735 Rex Distributing Beer inventory 4176.71
Q?36 Royal Beverage " 1
2737 Sch Litz Brewing " 256.00
2738 Seven Up Bottling Mix inventory 57.01
2729 Standard Oil Co Fuel 33.64
2740 Sunderland Company Misc. inventory 18.00
2741 Thomas Moore and Co Mix inventory 125.25
2742 Thompson and Sons Beer inventory 2 .,104.44
2743 Brookdale Center Merchants Publicity charge 90.00
2744 Dayton Development Co Rent 74467
2745 Vill of B.C. General Fund Reimb of due to 55.00
2746 Lynn Jo,#nson Li uor inventory 381.24
2747 Old Peoria Company n 2
2748 Ed Phillips and Sons " 591.37
23
SPECIAL ASSESSMENT FUNDS
773 Hennepin County Final Pmt on Cty #10 14032.
g6�
PARK FUND
1433 Coca Cola Bottling Concessions 521135
1434 Gook Paint Company Semi Gloss Paint 74.78
1435 Dale's Popcorn Concessions 14.00
1436 Donner Communication Communications 8.00
1437 Foote Lumber Co Hatls WO 1439 8.78
1438 Wm, Hannay Insurance 64.77
1439 Hodne Associates Retainer per contract 100
1440 Afars Ind1stries Broom refill 54.95
1441 Northern States Power. Utilities 199.85
1442 Mars Ind1stries Chain & broom sweeper 28.76
1443 Pepsi Cola Bottling Concessions 807.90
1444 Vill of B.C. Public Util Water 4.00
1445 Vill of B.C. PettyCash Reimbursement 18.31
1446 Brooklyn Electronics Public address system 22.80
1447 Clyde's Pure Oil Fuel 43.38
1448 Satellite Service Sanitary service 63-00
2,03. 3
GENERAL FUND
void 3 F -- Void (1,461.93)
8390 Standard Oil Gas 1,447-77
(14.Tb)
8391 Postmaster, City of Mpls Homestead cards 480.00
8392 Vill of B.C. Petty Cash Reimbursement 93.70
8389 Payroll Reimbursement 23 178.90
23, 752
8393 Allen Lindman Lunch reimb. 3.75
8394 Allan Braun Mileage 7.20
8395 R. J. Bullock N 8.33
8396 Eugene Hagel " 25.05
8397 Allan Lindman „ 5.10
8398 James Niles " 24.38
8399 Donald Poss " 16.43
84b0" Merlin Reynolds " 3.83
8401 Donald Stark " 30.08
8402 Joseph Anderson Jury service 18.00
8403 Rosemary Berggren " 18.00
8404 Lyle Dorfner „ 18.00
8405 Deloras Duoos " 18.00
8406 Audry Elliott +' 12.00
8407 June Gabrick " 18.00
8408 Raymond Gavielio " 18.00
8409 Betty M. Johnson " 6.00
8410 Madeline Koerner a 18.00
8411 Marie Knutson " 1840
8412 Elizabeth Kraemer " 18.00
8413 Everiel Larson „ 18.00
8414 Constance Levandowski " 18.00
8415 Ardelle Lewis " 12.00
8416 Irene Longpre " 18.00
8417 Ruth Mason " 18.00
8418 Gloria Myren " 18.00
8419 Bernice Nelson " 18.00
8420 Deloras Nickolausen " 18.00
8421 Franklin Olson n 18.00
8422 Viola Radtke " 18.00
8423 Clayton Smith " 18.00
8424 Jeanne Stack " 18.00
8425 Joan Thompson N :?18.00
8426 Darlene Warren " 18.00
8427 R. E. Aaberg Jan services 150.0
8428 Albinsons Engr. supplies 9.43
8429 American Linen Co SFTvices 11000
8430 Amateur Hockey Association Reg. fees 70.00
8431 Anderson Aggregate Co Salt Sand 211.10
8432 Atomik Motor Parts Maint shop stock 12.24
8433 Auto Parts Inc Police car maint. 23.00
8434 Ray Bergstroms Trucking Hauling rubbish 8,00
8435 Bob Knowles Ford Rescue truck Maint. 29.86
8436 Brooklyn Center Hardware Finance office partition 17.07
8437 Cook Paint Co Paint 19.97
8438 Donnor Communication Radio maint. 132.75
00C
GENERAL FUND CONTINUED
8439 Elvin First Aid Supply Fire Dept supplies 37.26
8440 Ernies Direct Service Police car fuel 19140
8441 Farnhams Chairs 135.09
8442 Foote Lumber Co Partition materials 103,01
8443 General Office Products Steel table 106.68
8444 General Trading Maint shop stock 65.47
8445 Genuine Parts Co " 117.57
8446 Gross Industrial Service Towel service 6.30
8447 Henn Co Chiefs of Police Membership dues 39.00
8448 Henn Co League of Mun. k 263.00
8449 Hennepin County Dr. Radio contract 500.00
8450 J. I. Holcomb Mfg Co Bldg. Maint supplies 90.60
8451 International Salt Co Street Maint 384.33
8 45 2 A lbert `
45 A t �Iohnson Mileage g 49.5 8
8 L53 Ken Ray Chev Maint shop -stock 5,81
8454 Lee -Bo Office Supply Clerks office supplies 7.79
8455 Leef Bros Inc Shop rags 1.50
8456 McGee Trucks Inc Floor Mat for truck 12.32
8457 E. R. Miller Referee hockey 5.00
8458 Miller Davis Co File cabinet 11.70
8459 Minn. Mining & Mfg. Maint shop 172,00
8460 Minn. Municipal Judges Assoc Membership dues 10
8 Minn State Fire Dept Assoc n 4 o.o0
8462 National Recreation Assoc Recreation supplies 25.39
8463 Northwestern Bell Telephone Jan. service 692.28
8464 North Henn Transit Co Bus rent 25.00
8465 Northern States Power Utilities 2 .,254.17
8466 Albert Paulson Jan salary 368.50
8467 Police Equipment Store Stretchers 40.70
8468 Post Publishing Co Advertising 49.21
840 Public Personnel Assoc Subscriptions 5.85
8470 Public Works Equipment Maint shop stock 5.41
8471 Reinhard Bros Stock 137.44
8472 Reynolds '& Reynolds Disbursement jormnals 246.37
8473 Robert Schultz Hockey Referee 5.00
8474 Soley Iron Works Exhaust fan & grill 10.50
8475 State of Minn Dept of Highways Street signs 9.64
8476 Standard Oil Fuel oil 86.50
8477 Standard Solvents Sign Maine. 11.25
8478 State of Minn., Div of Bpiler InspInspectiOmt $ edses 5.00
8479 Suburban Police Officers Insp Memberships 19,00
$480 Suburban Henn Co Relief Board Relief care 4 73.97
8481 H. R. Toll Co Maint shop 8.40
8482 Vill of B.C. Petty Cash Reimbursement 27.09
8483 Vill of B.C. Public Util Utilities 15.23
8484 Wessners Uniforms 100
8485 Willams Overhead 'doors 37.73
8486 Brooklyn Bldg. Supplies Bldg. Maint & repair 11.20
8487 Brooklyn Printing & Adv. PriAting materials 100.50
8488 Ddlan Wood Products Book case 40.00
8489 North Henn Transit Co Bus service 45.00
8490 Northwest Airlies . Transportation 116.90
8491 Postmaster, City of Mpls Postage meter 300.00
8492 Schmitt Music Co Civic chorus supplies 15.80
10,117.01
ST