HomeMy WebLinkAboutPermit System Development Code Charge 1999-4-23
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. ATIACHMENT' A JOUR I OR JOB NO. 9<;6//.~2/
CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT CHARGE
WORKSHEET
NAME OR COMPANY: DltJ,t.-v,) Roc-dhCJU5~ 6n//
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LOCATION: 3D))'? a/Jt&Jv-.J./ . >-r-_
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DEVELOPMENT TYPE: /Th-A.) Re..:; #A.I H'~
BUILDING SIZE: b. '7t,.2 LOT SIZE SQ. Ft.
. .
1. STORM DRAINAGE - M f dt!.::-/e'4..U /;.., ?rU-. .u/'/lce $'//'-e /)
C~I'/~/ c:-// /:n...../<2:rV,OV5 '"
IMPERVIOUS SQ. FT. X $0.227 PER SQ. FT. $ u
2. SANITARY SEWER-CITY
NO. OF PFU'S /~....J
(See Reverse Side)
X $47.14 PER PFU
";;1..
$,1).798-
, .
3. TRANSPORTATION B/-r;,/5 jJ4" ~ck d..
. NO OF UNITS X TRIP RATE X COST PER TRIP
X 8/ X $475.32
U-
s ,Q8 SOtJ
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X
X $475.32
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4. SANITARY SEWER~MWMC
A. REIMBURSEMENT COST:
~
NO. OF FEU'S c,.CJc,). X )g'17 PER FEU
.
s /7p~ t.t
B. IMPROVEMENT COST:
07"
NO. OF FEU' S ~. 9(,).. X /Y7-PER FEU
TOTAL-MWMC SDC
07
$ I. o,/.. 3 -
.
< $ 3;19&.7 >
$ 10.00
6(:)
$dCJ~7d8
,
G'T
S cP7" ~7-
,
,3.9
$ 3 :<"1'1- .
/
MWMC CREDIT IF APPLICABLE (SEE REVERSE)
.MWMC ADMINISTRATIVE FEE
SUBTOTAL (ADD ITEMS 1.2.3 & 4)
5. ADMINISTRATIVE FEE~:
BASE CHARGE (SUBTOTAL ABOVE) X .05
7K L4r~ Date: 7"d07
,/ I ~ EJibrdi nator /1'
ATIACH'A.WPD
TOTAL SDC
00(
$/;'& X9"-"-'-
,
FIXTURE UNIT CALCU~ TION TABLE: Number of New FieS X Unit Equivalent = Fixture..un,iis..
(NOTE: For remodels. calculate o.he NET additional fixtures) . ..
. NUMBER OF UNIT FIXTURE
FIXTURE TYPE NEW FIXTURES EQUIVALENT UNITS
Bathtub..................................................................... .
Drinking Fountain............ .............. ...... .....................
Floor Drain............ ...... ... ..... ......... ............ .......... ... ....
Interceptors For Grease/Oil/Solids/Etc.................
Interceptors For Sand/Auto Wash/Etc..................
laundry TUb/Clotheswasher/H",f.. ~M-::;.. ,...........
Clotheswasher - 3 Or More...:.................................
Mobile Home Park Trap (1 Per Trailer)..................
Receptor For Refrigerator/Water Station/Etc........ .
Receptor For Commercial Sink/Dishwasher/Etc..
Shower, Single Stal!.... ................... ...................... ....
Shower, Gang............ .... ............... ....................... ....
Sink: Bar, Commercial, Residential Kitchen..... ...................
Urinal, Stall/Wall........... .................... ..................... ...
Wash Basin/lavatory, Single......... '" ......................
Toilet, Public Installation................ .... ......... ...........
Toilet. Private............................... .................... ....
Miscellaneous:
2
1
~ /.. c;-= 2 3,..,
I 3 :1
6
I 2 dt
6
I j-/ tl t:l ~'1 -;. '7 6
1 9
/ r. -? i;i. -r.2 t;il-=/o 3 30
2
l/Head
.} 2 G:7
.2 2 '7'
,') t:..ff/~<i 1 /'
s- 6 .10
4
TOTAL FIXTURE UNITS
1.23
=
CREDIT CALCULATION TABLE: Based on assessed value. If improvements occurred after annexation date in table.
calculate credits separates.
I
I
.
Year ./ ~
Annexed. 197))
1979 or before
1980
1981
19B2
1983
1984
1985
1986
1987
1988
Rate per $1,000.
Assessed Value
GJ}jJ
4.12
3.99
3.83
3.68
3.48
3.18
2.82
2.42
~
I.
Year
Annexed
Rate per $1,000
Assessed Value
1989
1990
1991
1992
1993
1994
1995
1996
1997
$1.98
1.55
.1.15
0.96
0.83
0.67
0.52
0.38
0.21
Credit for Parcel or land Only If Applicable
uE ,-:l,)CI bJ
'7 X $ 77_~7"3 = 70< /
(Rate X Assessed Value)
X $ =
(Rate X Assessed Value) = $ ?,,/jj.3
CREDIT TOTAL 00(
Improvement (if after annexation date)
RUNOFF COEFFICIENTS FOR STORM DRAINAGE
(For Estimating Purposes Only)
Residentia!..... ....... ............... 0.4
Commerica!......................... 0.9
Industria!............................ 05
Governmenta!...................... 0.5
FIXUNIT.WPD
IMPERVIOUS AREA = TOTAL LOT SIZE X RUNOFF COEFFICIENT
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Roadhouse Grill
Traffic Impact Analysis
approximately 150 feet north of Harlow Road. In addition, bus stops for
routes 12 and 79 are provided on Beltline Road east of its intersection with
Hutton Road.
6. Non Motorized Facilities
Bike lanes are provided for both directions of travel on Harlow Road and
Gateway Street. No bike lanes exist on Postal Way or Gateway Loop,
however, due to low traffic volumes and speeds, bicycles can share these
roadways with motorized traffic. .
Sidewalks are provided on all roadways in the study area including Gateway
Street, Harlow Road, Beverly Street, Gateway Loop and Postal Way.
Pedestrian push buttons are provided at all signalized intersections included
in the analysis.
IV. PROPOSED TRAFFIC
1. Trip Generation
To estimate the number of trips that would be generated by the proposed
developments, trip rates from Trip Generation, Sixth Edition, published by
the Institute of Transportation Engineers, were examined. Trip generation
for Roadhouse Grill is land use code 832, high turnover sit down restaurant.
Table 9 shows the trip generation of the proposed Roadhouse Grill
TABLE 9
REPRESENTATIVE TRIP GENERATION RATES FOR ROADHOUSE GRILL
PM PEAK HOUR OF ADJACENT TRAFFIC.
II Period Land Use lITE ' Units ' Size Rate Trips I In Out II
I Code (units) trio/unit
I I I I I
I Weekday Roadhouse I 832 I 1000 sf I 6917 I 130.34 902 I 451 I 451 I
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6f'J+s~i.'''''' 'Pi., PEAi'~;'J:.} DII t
::: 7l, k f .. ~ /~'O
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4,1 ~ U ~/15~,
1I"PJ
10
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