HomeMy WebLinkAboutCouncil Resolution 851RESOLUTION NO. 851
A RESOLUTION ESTABLISHING A STREET SYSTEMS DEVELOPMENT CHARGE,
INCLUDING A METHODOLOGY THEREFOR
Recitals
1. The City received a report prepazed by the Public Works Department on a Street
Systems Development Chazge (SDC) dated May, 1999, which included a reconunended
methodology for calculating a City of Central Point Street Systems Development Charge for City
Arterial and Collector Streets.
2. The use of Systems Development Chazges (SDCs) is a way to finance or reimburse
construction of capacity increasing arterial and collector street projects as shown or referenced in the
City of Central Point Street SDC Report approved on May 27, 1999, or as may periodically be
revised .
3. The City by this Resolution shall establish the Street SDC and methodology for the
expansion of the City Transportation System as set forth below.
Now, therefore;
BE IT RESOLVED BY THE CITY COUNCIL OP THE CITY OP CENTRAL POINT,
OREGON, AS FOLLOWS:
Section 1. Definitions. As used herein, the following definitions apply:
Definitions for Street Systems Development Charge Terms:
Systems Development Charge (SDC) - "Systems Development Charge" means a reimbursement fee,
azi improvement fee or a combination thereof as further defined or described in CPMC 11.12.
Street Systems Development Charges Report -The basic document which provides the background
and substantiates the methodology and calculations for the Street Systems Development Charge.
Attributable New Travel (ANT) in Vehicular Miles per Day -Vehicular Trip Ends Per Day X
Average Trip Length / 2.
Average Trip Length -Average Trip Lengths are derived from the 1995 National Personal
Transportation Study (NPTS) developed by the U.S. Department ofTransportation (USDOT). Trip
lengths reflect measurement from a departure point to an arrival at a designated facility. Le. a "one
way" trip.
Adjusted Trip Length -Average Trip Lengths are adjusted to reflect local conditions. Itr the City
of Central Point the maximum. average trip length is determined to be 3.7 miles.
Resolution No. 857. (f761099)
Trip Ends - As defined by the ITE "Trip Generation Manual", 6`h Edition, a trip constitutes a trip end
at the departure point and a trip end at the arrival point between facilities. E.G. a trip from home
to work only would constitute 2 trip ends. Trip generation rates have been established by Institute
oP Transportation Engineers for hundreds of facilities over many yeazs based on accurate statistical
studies.
Reduced Trip Ends - A reduced number of trip ends reflect both "passer by trips" and "diverted trips.
E.G. A person going to work may also drop children off at school and also go to the store tlms
causing a "passer by" trip liriled to the main trip of going to work.. An exanrple of"diverted" trip
Happens when a trip is made to purchase a certain item at store "A" but instead has to also travel to
store `B" or other facilities to finally obtain it. Reductions of trip end values are a matter of
professional judgement based on local experience and geography.
New Lane Miles ofRoad - Defined as the ANT in V ehicular Miles per Day /Capacity per Lane Mile
in Vehicles per Day (currently 5500). See ANT above.
Construction Cost -New Lane-Miles of Road X Construction Cost per Lane Mile of Road..
(Currently $504,600 per lane mile).
Right of Way Cost -New Lane-Miles of Road X Right of Way Cost per Lane Mile of New Road.
(Currently $ 21,766 per lane mile).
Credits -Credits and the use thereof are defined in CPMC 11.12.110. An improvement fee credit
maybe granted only for the cost of that portion of a qualified public improvement that exceeds the
City's minimum standard facility size or capacity needed for the particular development property
or project. Credits shall not exceed the calculated SDC.
Section 2. Collection and Use of Chazee,
(A) The City of Central Point shall collect the SDC in accordance with CPMC 11.12,
Systems Development Charge for qualified public improvements
(i) Prior to issuance of a building development permit, or construction permit of
any kind, including connection to the street system, and
(ii) When the City determines that increased usage of the arterial and collector
system will occur, unless:
(a) The SDC for the Development for which the permit has been issued
has been paid in full, or
(b) The Developer or pernrittee constructs the arterial or collector street
to the increased capacity standazd as determined by the City and the
cost of such construction exceeds the amourrt of SDCs coAected for
such Development.
Resolution No. 851 (061099)
(iii) Charges and interest earned on the charges shall be used to pay for future
arterial and collector street system improvements that are needed to increase
the capacity of the system or to reimburse the City for unused capacity in the
existing arterial and collector street system.
Section 3. Methodoloev.
(A) Based on the principles for the establishment of reimbursement fees and improvement
fees in accordance with ORS 223.297 to 223.314, the methodology for the
determination of the SDC shall consist of the following:
(i) Determine the attributable new miles of daily capacity (ANT) created as a
result of new development using:
(a) Vehicular trip ends as listed in the "Trip Generation Maimal, 6th
Edition, by ITE, adjusted to compensate for estimated percentage of
"passerby trips" or "diverted link" trips.
(b) Average trip length from National Personal Transportation Study
(1995) with a maxinrurn 3.7 mile trip length determined for Central
Point.
(ii) Determine the lane mile capacity (5500 vehicles per day).
(iii} Determine the lane mile cost as referenced in the 1999 Street Systems
Development Charges Report ($504,600).
(iv) In accordance with CPMC 11.12.110, deterniine Developer credits; if any, for
costs ofa qualified public improvement associated with a capacity increasing
project.
Section 4. Svstems Development Charge Calculations.
(A) Based on the methodology as specified in Section 3, the SDC is calculated by:
[ANT /lane mile capacity) x Cost Per Lane Mile] -Credits =SDC
(ANT/5,500 x $504,600) -Credits =SDC
where,
Attributable New Travel (ANT) =Vehicular Trip Ends per day x Average Trip
Leugth/2;
Vehicle Trip Ends are as listed in the "Trip Generation Manual", 6"' Edition, by ITE,
adjusted to compensate for estimated percentage of "passerby" trips or "diverted link" trips
(sununarized on the attached table);
Resolution No. 85I (061099)
Average Trip Length is from the "National Personal Transportation Study" (1995)
with a maximum 3.7 mile trip length determined for the City of Central Point (summazized
on the attached table).
Details of these calculations aze provided in the City of Central Point Street Systems
Development Charges Report approved on May 37, 1999; and attached hereto and by
reference incorporated herein. The calculations meet the methodological requirements for
both reimbursement fees and improvement fees, including compliance costs.
Section 5. Schedule of Gharees.
(A) Based on the 1999 report the City may impose the maximum SDC allowed as
determined in Section 3 and Section 4 for facilities that expand the capacity of the
collector and street arterial system.
(B) The City shall provide for annual adjustment of cost factors used in the SDC
calculation based on changes in the );ngineering News and Record Construction cost
Index, and;
(C) Perform a review and update of the Street SDC including die schedule of capacity
increasing Capital Improvement projects for arterial and collector streets within one
year after implementation and at 5 year intervals thereafter.
Section C. Por purposes of ORS 310.145, the City hereby classifies this SDC fee as an
"other fee".
Section 7. The SDC established herein shall be effective on July I, 1999.
~~ t~~e. , 1999.
ATT>/ST:
-~~,~~ .
City Representatrve
~~
Passed by the Council and signed by me in authentication of its passage this 1''1 day of
r1~
C~V~. ~ C~C~~~
l,, Bill Walton, Mayor
Approved by me this ltl~~ day of ~A~,~e., , 1999.
UE'~ ~~ _.
Bill Walton, Mayor
12esohition No. 857 (061099)
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City of Central Point.
Street SDC
Attributable New Travel
Passer-By/ NPTS Central
Daily Diverted Link Reduced Average Point
Trip-Ends Unit Trip Daily Trip Street SDC
Category per Unit (1) Reduction Trip-Ends Length Trip Length
(percent) (2) per Unit (Miles) (3) (Miles) (4)
Residential
Single Family, Duplex, Multiplex 9.57 Dwelling 0% 9.57 6.7 3.7
Apartment Complex 6.63 Dwelling 0% 6.63 6.7 3.7
Mobile Home Park 4.81 Dwelling 0% 4.81 6.7 3.7
Elderly Care/Assisted Living 2.15 Dwelling 0% 2.15 6.7 3.7
School/Library
Day Care/Nursery School 79.26 T.G.S.F. 0% 79.26 3.3 3.3
Elementary/Middle/Junior High 11.98 LG.S.F. 0% 11.98 3.3 3.3
';Htgh Schooi 13.27 T.G.S.F. 0% 13.27 3.3 3.3
(Junior/Community College 18.36 T.G.S.F. 0% 18.36 3.3 3.3
Library 54.00 T.G.S.F. 0% 54.00 3.3 3.3
Church/Fraternal
Church 9.11 T.G.S.F. 0% 9.11 3.3 3.3
SynagoguelTempte 10.64 T.G.S.F. 0% 10.64 3.3 3.3
FratemaULodge 10.64 T.G.S.F. 0% 10.64 3.3 3.3
Cemetery 4.73 Aae 0°~ 4.73 3.3 3.3
Medical
Hospital 16.78 T.G.S.F. 20% 13.42 5.8 3.7
Clinic 31.45 T.G.S.F. 20% 25.16 5.8 3.7
Nursing Home 2.61 Bed 20% 2.09 5.8 3.7
Medical/DentalOffice 8.91 T.G.S.F. 20% 7.13 5.8 3.7
Lodging
MateUHotel 9.11 Room 20% 7.29 5.8 3.7
0>~ce
General Office Building/Office Park 11.73 T.G.S.F. 20°k 9.38 5.8 3.7
Govemmenf/Regulatory/UGlity Offices 25.00 T.G.S.F. 20% 20.00 5.8 3.7
Medical-Dental Office Building 8.91 T.G.S.F.. 20% 7.13 5.8 3.7
Research and Development Center 8.1 t T.G.S.F. 20% 6.49 5.8 3.7
ANT = (Reduced Dally Trip Ends) x (C.P. Street SDC Trip Length) x (0.5)
SDC = ANT x $91.745
City of Central Point
Street SDC
Atfribufable New Travel
ategory
Daily
Trip-Ends
per Unit
Unit Passer-ey!
Diverted Link
Trip
Reduction
(percent) (2)
Reduced
Daily
Trip-Ends
per Unit NPTS
Average
Trip
Length
(Miles) (3) Central
Point
Street SDC
Trip Length
(Miles) (4)
Industrial
General [ndustriaVlndustrial Park 6.97 T.G.S.F. 20°k 5.58 5.8 3.7
Manufacturing, Heavy 3.82 T.G.S.F. 20% 3.06 5.8 3.7
Manufacturing, Light 6.97 T.G.S.F. 20% 5.58 5.8 3.7
Warehousing, Heavy Commercial 3.82 T.G.S.F. 0% 3.82 5.8 3.7
Warehousing, Mini-storage 2.50 T.G.S.F. 0% 2.50 5.8 3.7
Truck/Bus Tenninal 81.90 Acre 0% 81.90 5.8 3.7
Retail
Building Materials! Lumber Store 39.71 T.G.S.F. 20% 31.77 5.8 3.7
Home Improvement Superstore 35.05 T.G.S.F. 20% 28.04 5.8 3.7
Hardware/Paint Store 51.29 T.G.S.F. 33% 34.36 5.8 3.7
Nursery 36.08 T.G.S.F. 33% 24.17 5.8 3.7
Discount Superstore/Club Store 46.96 T.G.S.F. 20% 37.57 5.8 3.7
Discount Store 56.63 T.G.S.F. 33% 37.94 5.8 3.7
Shopping Center 42.92 T.G.S.F. 20% 34.34 5.8 3.7
Apparel Store 66.40 T.G.S.F. 44% 37.18 5.8 3.7
Pharmacy/Drugstore w/DTW 90.06 T.G.S.F. 44% 50.43 5.8 3.7
Phannacy/Drugstore wo/DTW 88.16 T.G.S.F. 44% 49.37 5.8 3.7
Electronics/Appliance Superstore 45.04 T.G.S.F. 20% 36'.03 5.8 3.7
Toy/Children's Superstore 55.35 T.G.S.F. 33% 37.08 5.8 3.7
Furniture Store '5.06 T.G.S.F. 33°k 3.39 5.8 3.7
Supermarket 111.51 T.G.S.F. 42% 64.68 5.8 3.7
Convenience Market 737.99 T.GS.F. 74% 191.68 5.8 3.7
Convenience Market with Fuel Pumps 845.60 T.G.S.F. 74°k 219.86 5.8 3.7
Car Sales 37.50 T.G.S.F. 20% 30.00 5.8 3.7
Automobile Parts Sales 61.91 T.G.S.F. 33% 41.48 5.8 3.7
Tire Store 24.87 T.G.S.F. 33% 16.68 5.8 3.7
ANT = (Reduced Daily Trip Ends) x (C.P. Street SDC Trip Length) x (0.5)
SDC = ANT x $91.745
City of Central Point
Street SDC
Attributable New Travel
ategory
Daily
Trip-Ends
per Unit
Unit Passer-eyl
Diverted Link
Trip
Reduction
(percent) (2)
Reduced
Daily
Trip-Ends
per Unit NPTS
Average
Trip
Length
(Miles) (3) Central
Point
Street SDC
Trip Length
(Miles) (4)
Services
Quick Vehicle Lubrication Shop 40.00 Service Bay 33% 26.80 5.8 3.7
Automobile-0are/Repair Facility 15.86 T.G.S.F. 33% 10.63 5.8 3.7
Service Station 168.56 Fuel.Position 56% 74.17 5.8 3.7
Service Station wWtarket 162.78 Fuel.Position 56% 71.62 5.8 3.7
Service Station wVVlarket\Carwash 152.84 FueLPosition 56°h 67.25 5.8 3.7
Self Service Car Wash 108.00 Wash Stall 33% 72.36 5.8 3.7
Drive-in Bank 265.21 T.G.S.F. 44% 148.52 5.8 3.7
Walk-in Bank 156.48 T.G.S.F. 44% 87.63 5.8 3.7
Video Rental Store 148.88 T.G.S.F. 44% 83.37 5.8 3.7
Restaurant
Quality Restaurant 89.95 T.G.S.F. 20% 71.96 5.8 3.7
High-Turnover (Sit-Down) Restaurant 130.34 T.G.S.F. 44% 72.99 5.8 3.7
Fast-Food Restaurant 496.12 T.G.S.F. 56% 218.29 5.8 3.7
Drinking Establishment 138.10 T.G.S.F. 20% 110.48 5.8 3.7
Recreafional
Public Parks 1.59 Acres 20% 1.27 5.8 3.7
Health Club 57.58 T.G.S.F. 33% 38.58 5.8 3.7
Racquet Club 17.14 T.G.S.F. 20% 13.71 5.8 3.7
Golf Course 35.74 Hole 20°h 28.59 5.8 3.7
Movie Theatre 78.06 T.G.S.F. 20% 62.45 5.8 3.7
Vdeo Arcade 78.06 T.G.S.F. 20% 62.45 5.8 3.7
Community Center 22.88 T.G.S.F. ZO% 18.30 5.8 3.7
Notes:
(1): Vehicle Trip Ends as listed in or extrapolated from peak hour rates as listed in the'Trip Generation Manual", 6th Ed.
(2): Vehicle Trip End Reduction based on estimated percentage of "passerby or "diverted link" trips.
(3): Average Trip lengths as presented in 1983-1894 "National Personal Transportation Study'
(4): Trip length. maximum of 3.7 miles. as determined for Central Point.
ANT = (Reduced Dally Trip Ends) x (C.P. Street SDC Trip Length) x (0.5)
SDC = ANT x $91.745