HomeMy WebLinkAboutcoa.lu.sp.Trolley.A491
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CASELOAD SUMMARY SHEET
City of Aspen
DATE RECEIVED:
DATE COMPLETE:
/f~~7~ 1
.e I J
PARCEL ID AND CASE NO.
J..?()7-6'73~q 2- - Z. ~ A4-91
STAFF MEMBER: LL
PROJECT NAME: Aspen Trollev Conceptual SPA Submission
Project Address: Rio Grande SPA - Old Impound Lot.Aspen.CO
Legal Address:
APPLICANT: Aspen Street Railwav Co.
Applicant Address: 548 Race Street. Aspen.CO 81611 925-6431
REPRESENTATIVE: Jon Busch. 548 Race Street. Aspen 925-6431 and
Representative Address/Phone: Roqer H. Hunt 925-4414
P.O. Box 3944. Aspen.CO 81611
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TYPE OF APPLICATION: 1 STEP: 2 STEP:
P&Z Meeting Date.~c;/ crJ- PUBLIC HEARING: YES
VESTED RIGHTS: YES NO
PUBLIC HEARING:~ NO
VESTED RIGHTS: YES NO
CC Meeting Date
Planning Director Approval:
Insubstantial Amendment or Exemption:
Paid:
Date:
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REFE]mALS :
V City Attorney
,_~~ity.Engi~eer
~Hous~ng D~r.
Aspen Water
City Electric
Envir.Hlth.
,_ Aspen Con.S.D.
DATE REFERRED:
Mtn Bell School District
~ Parks Dept. Rocky MtnNatGas
/Holy Cross State HwyDept(GW)
\/ Fire Marshall State HwyDept(GJ)
Building Inspector ~
Roaring Fork v otherP&4~/J
Energy Center ~~ cr~~~~
//;2 3/9/ INITIALS: #.
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FINAL ROUTING:
DATE .ROUTED:
INITIAL:
.
_ City Atty
_ Housing
_ City Engineer _Zoning _Env. Health
Other:
FILE STATUS AND LOCATION: ~
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MEMORANDOM
THRU:
Mayor and Council
Robert S. Anderson, Jr., City Manager
Tom Baker and Steve Burstein, Planning
Conceptual SPA, Roaring Fork Railroad
December 4, 1986
ff
Office M'-
TO:
FROM:
RE:
DATE:
================================================================
SOMMARY: The staff recommends approval of City Council Resolution
No. 40, Series of 1986, Resolution of the City Council of Aspen,
Colorado Granting Conceptual Approval of the Roaring Fork Railroad
Proposal SPA.
PREVIOOS COONCIL ACTION: At Council's December 3, 1986 Special
Meeting for the continued public hearing of the Conceptual SPA
Approval of the Roaring Fork Railroad, Council directed staff to
make a number of changes to the draft resolution and prepare a
final draft for Council approval at their December 8, 1986
regular meeting.
BACKGROOND: The Aspen Planning and Zoning Commission met on
September 2, 1986 (regular meeting), September 9, 1986 (special
meeting) and September 23, 1986 (special meeting) to discuss the
Roaring Fork Railroad proposal SPA. As a result of those meetings
the P&Z adopted Resol uti on No. 86-10 recommending Conceptual
approval of the Roaring Fork Railroad proposal SPA.
PLANNING AND ZONING COMMISSION VOTE: 6 for, 1 against.
RECOMMENDATION: The staff recommends Conceptual Approval of the
Roaring Fork Railroad SPA.
PROPOSED MOTIOH: I move to adopt Resolution 40, Series of 1986,
Resolution of the City Council of Aspen, Colorado Granting
Conceptual Approval of the Roaring Fork Railroad Proposal SPA.
CITY MANAGER RECOMMENDATION: :r C.~J/CIAK, /1t;Jt.l7 J>lOR~ ~ ,>
WIl-l.- W Ft-HfI€'C OVir ($7 ili... r;-Krr;rp/"rr~ ?I$/ oP'
(~J/ Dllo/" ') YiP'" 1v(J(l1-1> /J~ /lVc(,~rI/f'/4 ",,,-('1/IV -7i ,>
#f1(eovfU. tR()-
NOTE: Changes in the Resolution are indicated by bold for
additions and e~e~~e~ for deletions.
tb. 33 8
AHI
ATTACHMENT C
ASPEN STREET RAILWAY COMPANY
548 Race Street
Aspen, CO 81611
JAN . 5 \991
To: Planning Department
City of Aspen
130 S. Galena st.
Aspen, CO 816ll
Subject: Conceptual Submission; Amendment to Rio Grande SPA
Ref: Aspen Trolley Project, Trolley Barn Site
Encl:
I. Land Use Application Form
2. Aspen Trolley Feasibility Study
3. Youth center/p.C. Jail R.O.W. Site plan
4. Youth Center/p.C. Jail R.O.W. Section
5. Youth Center/R.o.W. East Elevation
6. city of Aspen letter dated 14 December 1990
7. city of Aspen letter dated 26 October 1990
8. pitkin County letter dated 22 October 1990
9. Gibson & Reno Architects letter dated 25 April 1990
10. various photographs
The Aspen Street Railway Company hereby submits the enclosures for
conceptual review of its proposal to install a trolley system
serving the Rio Grande to Rubey Park corridor via Galena Street.
The system is planned to be constructed and installedusin~.private
donations and grants." ~ '~"'''''''''.. ",. J: ," :'tBeg;i:v:~tQ,"...
.t~&i~i(.~".'
Though this submission is required only to cover the car barn site
as an amendment to the Rio Grande SPA, it is being used
additionally as a procedure to review the entire route/ROW as the
City has no other specific review process for this type of transit
facility.
with the exception of a small portion of the route crossing County
property in the vicinity of the Jail, all development shall occur
on City owned property or rights-of-way. Enclosures (6), (7), and
(8) are preliminary approvals for the use of the City and County
properties in order to proceed through the review process.
The development plan is incorporated within enclosure (2);
specifically, the site/route plans can be found on sheets I and 2
(Option I), the car barn elevation is figure 3, and the critical
route configuration and elevations between the Youth Center and
Jail can be found on enclosures (3), (4), and (S). All necessary
utilities and pUblic facilities are immediately available to the
car barn site. The trolley system itself becomes a public
facility. Enclosure (IO) includes photographs of trolleys
operatfng in various streetscapes in LiSbon, Portugal; these
trolleys are the same class or identical to those available to this
project.
The car barn will be approXiJl\atelyt;OO(t:$l:,:w~i;cm:tn.~J,;!!'~:,~I;'()~~SF~;0'
devoted to accessory office, storage'>B:nd7'Ellil-t'1iI!USesi The
building could include a second leveldf'Sj7<lO sF~f'affordable
housiri~~ The nature of the Trolley Project is such that it could
design the housing into the car barn, but cannot fund the cost of
it.
Construction is anticipated to take place during the fall of 1991
or the spring of 1992, subject to completion of the review process.
Though capital fund raising is an ongoing process, it is
anticipated that it may take 2 to 6 months following approval to
have funds in place. Utilizing modern rail laying technology and
through coordination with the Consolidated San District, we
anticipate that all street construction will be completed during
one off-season.
Responses to Review Standards for development in a Specially
Planned Area:
I. The Rio Grande was purchased with transportation funds for
the primary purpose of supporting the transportation needs of
the Community. The development of a trolley car barn at this
si te is compatible with the uses in the vicinity.
Additionally, the trolley system - a public facility - will
enhance access to the Parking Facility, the Art Museum/Art
park/Performing Arts Facility, the commercial and public
facilities around Puppy Smith street, and a potential commuter
rail facility all in the immediate vicinity. The project
addresses the well documented North/South corridor transit
need.
2. All necessary utilities and public facilities to support
the trolley system and car barn are in the immediate vicinity.
3. The former Impound Lot site is well suited for the proposed
car barn. There are no slope or other geological problems
anticipated.
4. The car barn is nestled in a location with no significant
established or informal view plane impacts. Trolley
maintenance is relatively clean compared to any automotive,
bus, internal combustion engine maintenance. The project will
incorporate grease traps to prevent a POL spill or run off
from impacting the environment. The trolley is intrinsically
an environmentally sensitive transportation system. Being
powered electrically, nearly 50% is hydro-electric in this
area. Because of the vehicle footprint and speed there is
nearly no PM-IO contribution expected.
5. The project is in compliance with the Transportation
Element of the Aspen Area Comprehensive Plan. Virtually all
studies going back to Voorhees have identified the North/South
Galena street corridor as an essential link in the
transportation system of Aspen.
6. The Project will not require any significant expenditure of
public funds to provide for supporting public facilities or
for the capital installation. The system is planned to be
given to the City to operate (possibly by RFTA). The City
would have the option of utilizing space for affordable
housing for which it could expend funds.
7. Slope reduction does not apply to this project.
8. The Trolley Project as an essential public facility is
exempt from GMQS.
Company
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ASPEN TROLLEY
OPTION 1
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Barton-Aschman
Associates. Inc.
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CAR BARN
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f-1EMORANDUM
TO: Lesl Ie Lamont, Planning Office
FROM: George Robinson, Parks Director
RE: Aspen Trolley Conceptual SPA
DATE: February 15, 1991
The Parks Department has several comments/concerns in regards to the proposed
Aspen Trolley as follows:
I. The site for the Car Barn is presently being used for the Recycle Center and
snowmelt area - Are these areas to be relocated? Where?
2. The section between the Jail and the Youth Center looks to be below subgrade
by approximately six feet. With very little exposure to sunlight, are there any
special plans for any type of snow removal in this area? What type and wt\ose
responsible? Installation of an ice melt system wittiin the sidewalk would be
strongly recommended due to the lack of apparent sunlight.
3. presently, there is a pedestrian commuter route between the Jail and Youth
Center. Will this be eliminated if the trolley goes through this area? The drawing
Stiowlng this section StiOWS only a six foot margin between trolley and wall.
However, in the adopted pedestrian/bikeway plan the recommend corridor' should
be at least eight feet wide. It is also recommended that a fence/railing be
installed between the tracks and the walkway for safety precautions.
4. At the north end of operations in option #1, I have some reservations about
making the Rio Grande Athletic Field any smaller. If the city loses the Plumtree
Ball Field to the four laning of Hwy 82, there may be a greater demand for
Rio Grande Park for athletic events, such as softball, rugby, soccer, etc.. Will
track and trolley become a problem with balls Flying into trolley cars and tracks?
Aesthetically, the trolley is disruptive to the visual impact of the area.
5. If a pedestrian accidentally walkS in front of a trolley, how quickly can a
trolley car stop in case of emergency?
6. Please eliminate any options for going up Mi11 Street. ! foresee many liability
problems with a trolley passing in front of the Wagner Play Area and through the
Pedestrian MalL
7. If trolley is to cross pedestrian/bicycle trails as indicated in drawings, the
trails were not designed to support the weight of a trolley car. Tracks and
trolleys would break down asphalt and probably create numerous potholes at
intersections.
8. Extra construction considerations need to be made for tracks laid in mall area
between Durant St and Cooper. Reconstruction of mall brick to accommodate
weight of trolley and construction of track laid.
9. !f cable poles are to be installed in the middle of Galena street where tr'acks
split as indicated by drawings, what considerations are being made for snow
removal (ie. when Streets Dept does snow removal they make wind r'ows in the
middle of the street and then tM snow blower comes by and picks up rows)?
10. What type of signage. signal markers are to be installed?
II. Any estimates on breakdowns of trolley systems?
12. Double ended cars would be best option to keep congestion to a minimum,
saving money and less open space wasted.
13. If trolley were to be constructed, it might be wise to start project in spring
rather than fall due to time needed to construct railway.
tf.d 2 7
MEMORANDUM
FROM:
Leslie Lamont, Planning Office
Reid Haughey, County Manage~
Rio Grande SPA Review.
TO:
SUBJECT :
DATE:
February 26, 1991
I am writing to express comments on behalf of the County
concerning the Rio Grande SPA Conceptual Review and any impacts
such review may have on the Rio Grande recycling facility.
It is the County's intention to implement a recycling program
that will be based on curbside recycling. As a result, the Rio
Grande recycling facility should not be significantly expanded.
We cannot at this time anticipate that the recycling facility
will be diminished in any way though. Therefore, we are
reluctant to encourage any encroachment on the area. We
anticipate that we will have a permanent and consistent presence
in our current facility for the foreseeable future. Please
consider this in any proposals that come through this process.
We look forward to cooperating with other tenants of the area.
Please contact me if I can provide any additional information or
answer any questions. Thank you for this opportunity to comment.
pcsem/wp/rh2.336
".
Date:
To:
From:
Re:
Q~ .J/l
ROARING FORK T"~
ASPEN, COLORADO
FEe - 5
MEMORANDUM
February 4, 1991
Leslie Lamont, Planning Office
Dan Blankenship, General Manager~~
Aspen Trolley Conceptual SPA
I have reviewed the Aspen Trolley Conceptual SPA and offer the
following comments on behalf of RFTA:
1. In general, the overall project appears to have many
benefits for the community and its sponsors are to be
commended for identifying contributions to fund project
capital costs. Evidently, once constructed, the system
is to be given to the City of Aspen by the applicants,
However, the applicants have not addressed how the
ope rat i ng costs wi 11 be funded. The assumption, I
believe, is that RFTA will operate and pay for the system
once constructed. Unfortunately, however willing RFTA
mi ght be to operate the proposed system, fundi ng the
operating costs of the proposed system may pose a
significant problem for RFTA.
This year, RFTA was unable to fund the cross-town
shutt 1 e, the off-season Ai rport/ ABC shuttle, and
Silverking services, because of funding constraints. The
$231,000 - $270,000 estimated annual operating expenses
connected with the proposed trolley system, given the
current revenue and expenditure forecast for existing
RFTA services, will be extremely difficult, if not
impossible, for RFTAto absorb. In order for RFTA to
operate the system at the levels envisioned, additional
revenues must be identified or some of the existing RFTA
services must be reduced or curtailed.
Ultimately, the RFTABoard of Directors, and not staff,
is respons i b 1 e for mak i ng recommendat ions to the City
Council and the Board of County Commissioners regarding
annual budget priorities, Therefore, it may be possible
that the Board may view the trolley to be a higher
priority than other existing services.
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2. If double trackage is used on Galena, I would recommend
that, at a minimum, diagonal parking be eliminated on the
west side of the street. However, consideration should
be given to totally el iminating parking on Galena. Given
the width of Galena, it seems likely that the trolley
system wi 11 contribute to increased congestion. As
planned, Galena will continue to have parallel parking on
the east side of the street and diagonal parking on the
west side of the street. Additionally, the trolley
system will require sufficient room for two trolleys to
pass each other and for there to be "safety zones" to
load and unload passengers on both sides of the tracks in
the middle of the street. Add to these space
requirements the substantial number of large vehicles
which double-park in order to unload freight, along with
normal two-way automobile traffic on Galena, and it would
appear evident that some or all of the parking on Galena
must be eliminated in ordered to mitigate the congestion
that wi 11 result from adding a trolley system into a
corridor that is already significantly congested.
In conclusion, please let me know if you have questions or if
I can be of additional service.
FES 1 it 1991
~~~~~[O}?~
420 E. HOPKINS AVENUE
ASPEN, COLORADO 81611
(303) 925-5532
TO:
Carol 0' Dowd, City Manager .____.
Leslie Lamont, Planning Office'--
FROM:
Peter Wirth, Fire Chief"f'~
Comments, Aspen Trolley Conceptual SPA
RE:
DATE: February 13, 1991
----------------------------------------------------------------
The following are comments on the "Aspen Trolley" project with
specific regard to firefighting, fire exposure protection and
fire rescue on buildings adjacent to the proposed Trolley route.
History - in 1987 Aspen Fire Department supported the City of
Aspen's action in the undergrounding of all electrioal and
utility lines within the City of Aspen. This support was based
on the eleotrioal hazard reduction to firefighters and resOue
victims when working around power lines. There was also a hazard
reduction in the form of tree limbs contacting high power lines
during high winds or heavy snows that Aspen receives in early
fall or late spring when the trees were in blossom. Since the
undergrounding of utilities, the Aspen Volunteer Fire Department
has had a signifioant reduotion in the number of responses
directly related to overhead power lines.
There are a number of large buildings that are situated along the
proposed trolley route. In reviewing the drawings of the track
layout in the streets and the eleotrical lines and their
approximate location in the air, the Aspen Fire Department would
have a diffioult time performing building rescue and exposure
protection for those buildings located along the proposed
corridor. All building rescue operations would require the use
of ground ladders. All aluminum ladders on fire trucks would
need to be replaoed by wooden ground ladders. The fire service
over the years has phased out the use of wood ground ladders due
to their weight and laok of strength. I believe that there is
only one manufacturer left that builds a NFPA compliant wooden
ladder. The San Francisco fire department which has similar
problems builds their own wooden ladders.
The location of the overhead electrioal lines in this projeot are
in a direct line of contact with any aerial unit that we would
use to perform building rescue or exposure proteotion in a
defensive fire attack mode. The fire department operates two
pieces of apparatus that would servioe the area, a 48 foot
articulating boom with buoket, and a 75 foot water tower. Both
of these aerial devices are approximately 12 feet in height. It
appears from the drawings submitted that the overhead power lines
are approximately 15-16 feet off the ground. This distance does
not provide sufficient clearanoe for use of our aerial devioes
and seriously compromises firefighter safety and rescue efforts.
There should be a safety margin of 15 feet between firefighters
and power lines. The power lines would also interfere with any
ground water monitors that we would use in building exposure
proteotion or for defensive fire attack. Setting up our ap-
paratus in the middle of the street between the power lines
provides insufficient reaoh for both of our aerial devices and
insufficient clearance between the apparatus and the power lines.
At this point in time it would be difficult for the Aspen Fire
Department to support this project unless an alternative method
other than overhead eleotrioal power lines were used to power the
trolleys. I strongly reoommend an alternative method of power.
If you have any questions regarding our comments please contaot
me at 925-5532 or 925-2303.
"
-
"
Tele.130JI9Z5-3601
Aspen eonsolidated Sanitation !])istr;et
565 North Mill Stl'W't
AsJWn, Colorado 81611
FfB I 4
TeJe.iJOJI925-2537
February 12. leEt1
I...ll" LamClnt
PJanninrOftlce
130 S. Gal"m.
Allpen. CO 81611
Re, Aspen Trolley Conceptual
D...r LOIsJI",
Jon Busch has kept us abr....t of this projeot'. progress 50 that
..e Can schedul. our eventual r.habllltatlon ot the Galen. _tr..t
line to colnolde with the I..pl....ent.tion of th" Tral ley .Ylt...
mlnlmlzlnr disruption to th" ellntral busln...e district. Th.
Gallln" str..t 11n. laone of th.old....t Iln.. in OUr syst"..whloh
I.. being mo~.d up on Our line rehabllit"tion .cneauJ. in an
att...pt to shere coets, maximize benefits, and minimize impacts
during the Implem.ntatlon ot tn"Trolley .y.t.....
Th.. ,"o~t crucial conOern of the Di.trict'. inVOlve. the alignment
alternative chosen as thla ISRue BURt be resolved prior to our
preliminary engineerinl' Every etfort ahould be made to looate
the Trolley traok. lna manner that 10'111..11010' tneDistrlct to
maintain our oolleot!on syate" without the need for ahutting down
the trOlley. Th.. placement of tracks In R:loGrande lIay (the
exten.lon of Spring .traat) may conflict with the sewer line .nd
loop into Mill str...t Off of Dean .treet.
In reviewet th..pplioatlon, the car barn deRl(n must Inolud".n
ACSD approved 011 and ,rea.e ."perator, and cleer water
oonneotions cannot be directed to the sanitary seWer system as 1s
eugleet..d on pa,a 7~ of tha IOppl1cation. AI I 11ft ItaUons
required to connect the project to our .y~tem will remain the
property ot the Trolley Company for malntensnoe and operation.
The appl1cant '"culd inClude the costs of pavement replacement as
would be r..quired In Srea. where the DJstrlct's collllction systell
is relocat..d toaceomodat.. th.. Trl>lley.
lo'. appreciate Jon
implementation with
to continue to work
Busch'. efforts
the Ofst.ri"t and
olo.elywlth the
to coordinate the TrOlley',
IIn"ourale the Troll..y Iroup
Dlqtrlot In the tuture.
Sino.rely,
z.... _ '__CL. (
Brue. Matherli')
Dtstriot Manaler
.
MEMORANDUM
TO: Leslie Lamont, Planning Office
FROM: Jim Gibbard, Engineering Department ~
DATE: February 12, 1991
RE: Aspen Trolley Conceptual SPA
===:=~=========================================================-
Having reviewed the above application and made a site visit, the
Engineering Department has the following comments:
1. The alignment of the trolley line as it passes between the
County Jail and the Youth Center does not allow the required
wi.dth for bicycle and pedestrian movement. The engineering
Department agrees with the trolley consultant's view that there
will be a small amount of conflict time between the trolley and
pedestrian/cyclist. However, we recommend that warning signs be
placed an adequate distance away from this area to allow the
pedestrian/cyclist to prepare in case there is such a conflict.
2. The applicant needs to coordinate the construction schedule
with the Electric Department. They will need several months lead
time to order a special transformer or any other special
equipment.
3. The State Highway Department has indicated a warrant study
will have to be done if an interrupt signal for traffic is
proposed for Main Street. The plan for the trolley crossing at
Main will also have to be approved by the Highway Department.
4. The applicant will have to discuss the tracks crossing the
snow dump road and what it will do to the grade of that road with
Jack Reid of the Streets Department. Detailed plans and a cross
section of the area need to be submitted so that the grade
changes to the road can be evaluated.
5. The applicant proposes to place poles in the center of Galena
Street which could create a problem for snow removal. If a 3
foot wide island could be constructed in the center of Galena to
accommodate these poles, snow removal would be much more
efficient.
6. There has been some concern about the steepness of the grade
near the Youth Center and County Jail. The applicant needs to
describe in more detail the capability of the trolley to
negotiate steep grades.
r
.7. Construction projects in the public right-of-way should be
timed to coincide. if at all possible. The Sanitation District
plans to cQnstruct a new sewer line in Galena Street this fall
and the Streets Department plans to do an overlay on Durant
street this summer. The applicant will need to coordinate this
project with these projects if that is possible.
8. There is potential for the proposed access to the recycling
center and for the parking spaces that are proposed to be in
conflict with the movement of snow dump trucks, especially since
this road is fairly steep. This problem, along with the problem
of the tracks and grade of the road, brings up the question of
the compatibility of the Snowmelter with this project. If the
answer is to move the snow dump site, then the applicant needs to
share in the responsibility of finding a workable solution to the
snow disposal issue.
jg/trolley
cc: Chuck Roth
......-.
--
FROM:
MEMORANDUM
Mayor and Council N\~
Amy Margerum, City Manager\jY
Leslie Lamont, Interim Planning Director
TO:
THRU:
DATE:
August 8, 1994
RE:
Consent Agenda - permission for Aspen street Railway
Company to Submit an Application for specially Planned
Area Review for a Trolley System and Facility on the Rio
Grande Property
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SUMMARY: The Aspen Street Railway Company is preparing to submit
a development application for the installation of a trolley system
throughout the commercial core and the construction of a trolley
barn on the Rio Grande Property.
Before the Railway Company can submit the land use application
beginning the review process, Council must first grant permission
to file an application which includes City owned property.
The Railway Company proposes to develop an electric trolley car
system with the support facility located on the Rio Grande property
in the present location of the recycle center. This type of use
and location was considered in the Rio Grande Master Plan as well
as the alignment of trolley track on the Rio Grande property.
Consent to submit an application does not imply an approval for the
project.
RECOMMENDED MOTION: "I move to direct the city Manager to grant
permission for the Public Works Department to submit a subdivision
app1i~tion for the Rio iff" property.'
CIOY .......... ""0VllL' tJtgw
1"'"
1"""\
MEMORANDUM
TO:
City Attorney
City Engineer
Housing Office
Aspen Consolidated sanitation District
Parks Department
Fire Marshal
Commercial Core and Lodging Commission
Roaring Fork Transit Agency
Jim Duke, Public Resource Manager
Pitkin County
FROM:
Leslie Lamont, Planning Office
RE:
Aspen Trolley Conceptual SPA
DATE:
January 23, 1991
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Attached for your review and comments is an application ftl'Dm
Aspen Street Railway Company requesting Conceptual SPA approval
for the Aspen Trolley.
Please return your comments to me no later than February 15th.
Thanks
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A
ASPEN/PITKIN PLANNING OFFICE
130 S. Galena Street
Aspen, Colorado 81611
(303) 920-5090
January 23, 1991
Roger Hunt
P. O. Box 3944
Aspen, CO 81611
Re: Aspen Trolley Conceptual SPA
Dear Roger,
This is to inform you that the Planning Office has completed its
preliminary review of the captioned application. We have
determined that this application is incomplete, however, we have
scheduled it for review by the Aspen Planning and Zoning
Commission on Tuesday, March 5, 1991 at a meeting to begin at
4:30 pm.
In order to keep this agenda date, Leslie would like you to
submit by February 15th additional elevations for the Trolley.
She would like to see how the building will look from the
Jail/courthouse side of the parcel and she would like a better
site plan showing employee parking (if planned) and where the
recycling facility will go, etc.
The Friday before the meeting date, we will call to inform you
that a copy of the memo pertaining to the application ~s
available at the Planning Office. If you have any questions,
please call Leslie Lamont, the planner assigned to your case.
Sincerely,
Debbie Skehan
Administrative Assistant
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December 14, 1990
Hoger Hunt
Aspen Street Railway Company
P.O. Box 3944
~spen, Colorado 81612
Re: Land Use Application for Trolley
Dear Roger:
This letter will serve as permission for the Aspen street Railway
Company to submit a Land Use Application on the City owned Rio
Grande Property.
Please be clear that this letter does not constitute approval or
an indication of approval, but rather grants permission for your
group to make application.
Very truly yours,
Carol D'Dowd
. city Manager
,~ USE APPUCATICN FORM ,...-,
1) Project Name
2) Project IDeation
Aspen Trolley Froiect
Rio Grande SPA - 01 d Impound Lot, Si tE'>
(iIrlicate street address, lot & block rnllnhE'r, legal'descript:i.cn whel:e
awropriate)
3) Present Zoning SPA - Transportation
4) lot size Apnrox. 12,700 SF
5) Applicant's Name, lIddress & Ib:lne #
A~ppn ~trpp.t Rnilwny ~n.
548 Race si., Aspen, co 81611 925-6431
6) Representative's Name, lIddress & Ib:lne # Jon Busch, above' address & phone or
Roger H. Hunt, Box 3944, Aspen, CO 81611, 925-4414
7) Type of Application (please check all that awly) :
O:>ntitional Use
~~SPA
Final. SPA
_ COOOepblal Hist:or:i.c Dev.
Final Hist:or:i.c Dev.
_ Special Review'
8040 Greenline
~, 0:Il1bept:1la1 RID
Final. RID
Minor, Hist:or:i.c Dev.
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stream Marg.
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Historic Denx:>litian
z.umt:a:in view' Plane
,
SUbdiVision
_ Historic Designation
O::lrrlani.niumization ~ TextIMaP Ameniment
_ lot SplitjIot Line
Mjustment X~ R.O.W. Review
8) Description of Ex.isti.ng Uses (rnrri",'l:" an:i' type of exi.st.inJ' strucbn:es;
awroximate sq. ft.; )'1111ThF>T of k.lu"....'6;any previals awrovaJ.s granted to the
property) .
'-- G07 AlluLu.../t
_ G07 Exenpti.on
Re-Cyclinq activities. No permanent structures.
9) Description of Deve1~lt Afplication
The application is for the construction of a trolley system on City
(ane a small portion of County) property ane riqhts-of-way inCluding an
approximatelY 7,000 SF (footnrint) Car barn attheformerimpoune
lot site.
10) Have you attached the followiJ:x]?
~ Response to Attadl1l""uL 2, Mini.num Snhrri",-c;ian contents
..-lQL Response toAtt:adlment 3, Specific Snhrri""c;ion contents
~ Response to Attad:nnent 4, Review' standards for Your Afplication
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SUMMARY
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CITY OF ASPEN
PRE-APPLICATION CONFERENCE
PROJECT: ~f.ofl~
APPLICANT'S REPRESENTATIVE:
REPRESENTATIVE'S PHONE' S-
OWNER'S NAME: J
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SUMMARY
Type of Application: ~5(})~ - r M(>tfU .~
1.
2. Describe action/type of development being re ested:
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3. .Areas is which. Applicant has been requested to respond,
types of reports requested:
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Comments ~\) e.. Jj~ ~ ~ l , .
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Public Hearing: \~ (NO) , .: .' \
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Number of copies of the application to be sUbmitted~~
What fee was appiicant requested to sUbmit:D,.;)h-tbZ~S''''t:;;(/ t../3~
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Anticipated date of submission: \.JC::;if, / 1 ~6) Cf'1 <6
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ASPEN TROLLEY PROJECT
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MEMORANDUM
TO:
Mayor and city council
Carol O'Dowd, city Manager ~I\~
Amy Margerum, Planning Director~-
Tom Baker, Assistant Planning Director
THRU:
THRU:
FROM:
DATE:
August 14, 1990
RE:
Downtown Transportation Modes Financial Information
=================================================================
SUMMARY: At Council's July 23rdlUeeting, a memo was reviewed
which gave a general evaluation of four modes for a north-south
shuttle for downtown Aspen. These four modes are: Electric
Trolley, Horse Drawn Trolley, Dedicated Shuttle Bus, and Shuttle
Corridor Using Existing Fleet. Council asked the Planning Office
to compile fUl:'ther data on cost requirements for these mode
options. Please see the, attached Planning memo dated July 10
which was reviewed at the July 23 meeting.
FINDINGS: Planning contacted representatives of the three modes
for cost summaries broken down into two categories: Capital Costs
and operating Expenses. The Operating Expenses are stated as
cost per hour and cost per mile, for ease of comparison between
the different modes.
Dan Blankenship with Ef1:A has submitted capital cost: estimates
for a dedicated shuttle bus system of $140,000 (two buses at $68-
70,000 each.) Operating expenses are estimated at $14.18 per
hour (fixed driver's expense) and $.78 per mile (fuel, parts,
maintenance costs, etc.)
The Planning Office contacted Jon Bush for information on' the
electric trolley mode. As of the date of this memo, the
estimates for capital and operating expenses have not been
submitted. Current information, as available, will be presented
at the meeting.
As with the electric trolley mode, information on the horse drawn
trolley mode was not submitted in time ,for this memo. Jack
Kaufman indicates that, the information will be available for
review. Jack discussed that the critical issue regarding this
mode is the problem of locatIng a stable and carriage house
facility close enough to downtown to facilitate its operation.
Further discussion on this subject should take place at the
meeting.
jtkvj/trolley.ccmemo
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MEMORANDUM
TO:
Mayor and Council
Carol O'Dowd, City Manager
Amy Margerum, Planning Director'
Tom Baker, Planning Office
Downtown Shuttle: Mode Evaluation
THRU:
THRU:
FROM:
RE:
DATE:
July 10, .1990
================================================================
PURPOSE: The purpose of t~is memorandum is to generally evaluate
four (4 r different modes for a north-south shuttle in downtown
Aspen. The modes are:
1. Electric Trolley This mode is a fixed rail system
utilizing traditional trolley vehicles and overhead wires as the
source of electric power.
2. Horse
of horses.
tube below
Drawn Trolley - This mode is a wagon pulled by a team
This mode has a braking system which consists of a
the street surface and a cable connected to the wagon.
3. Dedicated Shuttle Bus - This mode is a dedicated shuttle bus
which is distinguishable from all other buses in the city.
4. Shuttle Corridor using Existing Fl.eet - This mode is the
existing fleet of RFTA buses. The existing fleet routes would be
modified to produce service on the shuttle route at the desired
frequency.
ASSUMPTIONS:
L All modes will be evaluated on the same conceptual route.
This route serves the parking structure, the post office,
the mall and RUbey Park us'ing principally c;alena and Mill
streets.
2. A north-south downtown shuttle has been shown as desirable
in numerous transportation studies.
3. No fare will be charged on the shuttle.
EVALUATION CATEGORIES: In this section of the memo staff
outline evaluation categories and generally comment on
differences between modes. At the end of this section staff
summarize these comments in matrix form.
will
the
will
Capital Costs - In this category two mode have a distinct
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advantage from the city's perspective because no capital
outlay is required. Using the existing RFTA fleet allows
the community to implement shuttle service with some but not
major capital expenditures; it can be expected that minor
operating expenditures will be made along the lines of
identifying shuttle vehicles and information dissemination.
The electric trolley system is being proposed bya local
group; included in their proposal is a plan to capitalize
the electric trolley system without f1.l.nds from the city.
The other two modes will require significant capital
expenditure from the City/RFTA.
Operation/Maintenance Costs - In this category the existing
RFTA fleet has a clear advantage because the facilities and
labor are already in place. ~ll the other systems will
require additional labor and maintenance. The two trolley
systems will require maintenance expertise different than
bus maintenance. In the past, staff has reviewed
professional literature which states that when rail and bus
systems are compared the rail system has lower operating and
maintenance costs. Addi tionally. the price the city pays
for electricity is lower than the normal residential rate
and can be a further cost savings. In discussions with Jack
Kauffman (Horse Drawn Trolley), he made ,it very clear that
his system will have the highest operation and maintenance
costs of all the modes.
Flexibility This category addresses the issues of
~.~ flexibility in terms of routing and system capacity.
~. Clearly, the two bus modes have the advantage in terms of
-t' ...}" flexibility in routing and the dedicated shuttle bus is the
Cu./' ,1'" ) .~ dlIost flexi. ble. The two trolleYSyst,e ms have fixed apparatus
~ v' \J / in the street (track or brake system) and require additional
.rI" .).t' ,\ V ~ construction to change routes. P&Z raised the point that
'xV..r' Aspen has a tur a ern of land uses
.. ' ex~ ility may not be important; the CCLC disagreed with
'b" this concept and viewed routing flexibility as important.
In terms of flexibility regarding system capacity the two
trolley modes can add trailers to there existing operations;
the dedicated shuttle and existing fleet will need
additional vehicles and drivers.
Availability/Proven Technology - All of these modes are
proven technologies. Trolleys were in use during the
1800's; horses were invented in the 40th century B.C.; and
buses are the newe.st mode, only 70 years old. All modes
seem to be available. However, the braking system proposed
on the horse drawn mode is not a'traditional transportation
technology and therefore is not proven for street use. (See
attached sketch).
Required Speed/Transit Times - This category was touched on
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in the operation/maintenance cateqory. The
is at a clear disadvantage is the horse
Further, routing realities concerning the
likely cause additional traffic conflict
longer transit times at eertain, times of the
only mode which
drawn trolley.
bus . modes will
and therefore
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Co11ectionjDistribution This category evaluates the
ability for each mode to adequately collect and distribute
passengers. While there may ultimately be a difference
between modes because of routing realities, staff's
assumption is all modes will travel the same general route.
During discussions with P&Z the point was raised that this
category should also evaluate whether or not riders could
get on and off the mode easily. It was then pointed out
that the two trolley modes could have open sides making
access very easy.
Compatibility with Pedestrian and Historic Character - In
terms of pedestrian compatibility the electric trolley has
the advantage of a clearly defined route which allows it to
operate in very close proximity to pedestrian traffic,
i.e., Detroit's, trolley operates on City sidewalks for a
portions of their downtown route. The horse drawn mode
naturally avo.ids pedestrians and operates at a slow enough
speed to be compatible with pedestrian traffic. The
dedicated shuttle could be made compatible with pedestrians
traffic if the scale of the vehicle were appropriate,
however, operation inclose proximity to pedestrian traffic
may be uncomfortable. The P&Z found the existing fleet to
be incompatible with pedestrians.
In terms of compatibility with the downtown's historic
character only the trolley modes qualify. This is a very
subjective category because what is historie to one person
is Disneyland to another person.
Pollution This category is intended to address all
pollution aspects of the different modes: visual, noise,
odor and chemical. In terms of visual pollution the
existing RFTA bus fleet would likely be the most offensive
because of their size. The electric trolley will also have
a visual impact because the overhead wire which is the
trolley's power source. In terms of noise pollution, the
modes will all generate noise (measurements of electric
trolley and diesel bus noise are virtually the same), but in
staff's opinion the dedicated shuttle bus has the potential
of being the quietest due to rubber tires and the smaller
propulsion system. In terms of odor pollution, the existing
RFTA fleet has a distinct diesel odor and the horse drawn
trolley has the potential of substantial odor depending on
the disposal system employed for animal waste. In terms of
chemical pollution, RFTA's existing fleet will emit diesel
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fumes; the dedicated shuttle bus can use a fuel like
compressed natural gas (RFTA will experiment with this fuel
this summer) or electric; the. electric trolley will be
~irtually pollution free and the horse drawn trolley will
emit methane gas. It can also be argued that the bus modes
will contribute to the PM10 problem to a greater degree than
either of the trolley modes.
Ridership Appeal - In this category the trolley modes have a
clear advantage and the existing bus fleet has the greatest
disadvantage.
Institutional Coordination -In this category the existing
fleet and dedicated shuttle bus have a clear advantage
because RFTA operates and maintains buses. The electric
trolley can be operated and maintained by RFTA although it
is not an identical system.' The horse drawn trolley is at
the greatest disadvantage and will not be part of the RFTA
system.
compatibility with community
compatible with Council's goals
meets additional non-polluting
trolley and shuttle bus (except
polluting modes.
Handicapped Access - The dedicated shuttle bus is likely the
only mode that can be modified to accommodate wheelchairs.
In .reality none of these modes deals with this category
effectively and the ~&Z found that perhaps the best way of
addressing this category was through the provision of
handicapped parking in the downtown.
Goals All modes are
and the electric trolley
goals. The horse drawn
for PM10) can be very low
Both trolley modes will require
beyond RFTA's bus maintenance
expertise beyond the scope of
Liability - The P&Z added this category to during , their
discussions. The P&Z found that the existing fleet could be
covered under existing RFTA insurance policies; that the
electric trolley and dedicated shuttle would need some
additional coverage and the horse drawn trolley seemed to
have the greatest risk potential.
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Intangibles - There are two additional factors that were'
difficult to incorporate in this evaluation, but should not
go without explanation. First, is the potential fragile
nature of any fossil fuel system. As Council is aware and
has expressed on many occasions, Aspen should look to the
future and use transportation teohnologies which are non-
polluting and renewable. clearly the two trolley modes have
these qualities. Second, is the replacement schedule of
these shuttle vehicles. Compared to buses the electric
trolley vehicles have a useful life of 2-3 times.
MATRIX: Attached is the evaluation matrix, that staff has
completed. I have provided the Counoil with a blank form so that
you can score the modes independently and bring your results to
our meeting. I encourage, the Council to bring' all ideas about
evaluation categori~s and scoring so that we have a full
discussion. I will invite proponents of all the modes to the
meeting so that we can hear all points-of-view.
Planning and Zoning Commission and CCLC Findings - Staff has met
wi th both P&Z and CCLC and gone through this exercise. The
results of those meetings were generally the same: the electric
trolley is the favored mode. I have been informed by Jon Busch
that the final draft of the electric trolley proposal is
virtually complete. This document will be needed if the electric
trolley group is to pursue their system and amend the Rio Grande
SPA.
CONCLUSION: The matrix which is in this packet reflects the
P&Z's position. During discussions with the P&Z it became
apparent that the specific route of an electric trolley had to be
justified during the development review process. The reason that
staff undertook this mode evaluation was in response to the
electric trolley group's need to inform the Aspen Consolidated
Sanitation District about the timing regarding sewer line
replacement in Galena Street. While the electric trolley mode
was identified as the most favorable, staff feels that the Galena
Street routing issue is uncertain.
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EXERPTED FOR CONCEPTUAL
SUBMISSION
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FINAL REPORT
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ASPEN STREET RAILWAY
FEASIBILITY STUDY
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PREPARED FOR
THE ASPEN STREET RAILWAY COMPANY
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Prepared by
Street Railway Associates
Barton-ASchman Associates, Inc.
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Gales Creek Enterprises of Oregon, Ltd.
MAy 3, 1990
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CON'l'ENTS
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EXECUTIVE SUMMARY 11
- 1 INTRODUCTION 1
2 ALIGNMEN'l' LOCATION OPTIONS 3
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3 ENGINEERING AN.ALYSIS & CONSTRUCTION COSTS 5
4 VEHICLE REFURBISHMEN'l' REPORT 10
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5 CAR BARN MAIN'l'ENANCE FACILITY COSTS 73
- 6 SYSTEM OPERATIONS & OPERATING COSTS 75
7 TRAFFIC AND ENVIRONMENT.AL IMPACTS 77
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EXECUTIVE SUMMARY
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The Aspen Trolley Feasibility Study was undertaken to update,
refine and expand upon prior work by The Aspen street Railway
Company relating to a proposal to implement a historic trolley
system in Aspen. The specific purposes of this project are:
3.
To act as a local transit circulator system
between the parking garage at the north end of
Aspen with the businesses and hotels at the
southern side of Aspen;
To act as an added attraction for the tourist
to Aspen and to relieve the limited parking
problem and traffic congestion in the downtown
area along, and near, Galena Street.
To restore a historically significant portion
of Aspen I s past as an operating museum for the
enjoyment and education of Aspen's citizens;
1.
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The feasibility of a historic trolley system in Aspen depends as
much upon the degree of community interest and financial support
which is demonstrated for the project, as upon the technical
criteria. This technical report is limited to the feasibility of
certain criteria and the cost factors associated with the selected
criteria:
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Route Alignment options
Engineering Analysis and Construction Costs
Vehicle Refurbishment Options
Car Barn Options and Costs
Operational Costs
Traffic Considerations and Environment Impacts.
Other factors, such as market demand/ridership potentials, funding
needs, or revenue sources, have been addressed in other reports and
are not considered in this particular study.
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Trollev Svstem Alianment
The basic route for the proposed trolley was pre-established along
Galena street from the parking garage now under construction to the
vicinity of Rubey Park as a result of earlier investigation and
discussions with local officials and citizens. This decision was
based upon the fact that Mill street, located one block west, is a
much more heavily travelled street and contains a large number of
underground utilities. A number of variations in aliq1\lllent at both
ends of the route were considered and eliminated on the basis of
cost, operational constraints, and/or negative environmental
impacts. The options presented within this report will offer three
alignment choices at each end of the route. All options assume
double-ended operation of the trolley vehicles. The selection of
any option at either end of the route will be reflected in the
construction cost estimates developed in this study.
The northern end options includes a loop around the playing field
and two different stub-outs, all with a lead track to the car barn.
The southern end options include two stub-outs and one loop.
The north end option completely around the playing field and the
south end option via Durant, Mill, and Dean Streets are recommended
for implementation due to the optimization of service and least
overall complexity in construction and system operations.
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Enqineerina Analysis and Costs
Each option is discussed in detail in the Engineering Chapter as it
relates to the complexity of construction, costs, traffic and
utility conflicts and as the option would affect the operations of
the trolley. The report describes the trolley operations resulting
from each set of route options.
In evaluating the options, consideration was given to the fact that
the double ended controls will allow reverse operation of a trolley
on a single dead-end track with the maximum safety.
Vehicle Refurbishment
The refurbishment requirements of the trolley vehicles were
documented in a separate report divided into five sections. They
are the purpose and scope, the physical evaluation, cost and time
evaluation, spare parts list, and the supplemental construction
requirements. It is the recommendation of the consultants that the
folding doors and heaters be added since these components are
necessary for operation in the Aspen winter period. The operational
flexibility and safety of the system will be greatly improved by
double ending all cars. It is further recommended that serious
consideration be given to the installation of a low voltage
lighting system which would include tail, stop and turn signals
under the anti-climber. The trolleys had turn signals in portugal
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and recent experience in Dallas has demonstrated the decline of
traffic conflicts when the lights are used in mixed traffic.
Car Barn Construction
The Car Barn requirements include a development site which can be
made available by the city of Aspen, a building which will
adequately house the present vehicles with the possibility of
future vehicle acquisition, adequate room to perform the daily
maintenance as well as the usual heavy maintenance required on a
periodic basis, a service pit for under car repairs and
maintenance, a storeroom, a space for the power supply rectifier,
an office, and the space for storage of a line truck to repair or
adjust the overhead power system and/or act as a tow vehicle in
cases of need for removal of an inoperative trolley from the flow
of traffic.
.
An additional requirement, not usually included in a vehicle
maintenance and storage facility, is the need to address the
required employee housing problem. Within the limits of the land
site, this housing requirement will mean the location of the
employee units on a second level of the building directly over the
maintenance shop. In view of the industrial nature of the car barn,
the noise factor of the adjacent snow melter when in operation
(with the arrival, operation and departure of dump trucks at all
hours of the day and night), the limited access to the living
units, and the lack of private yard space, the cost associated with
the housing units may be better spent by participating in the local
housing authority's program of a cash payment in lieu of
construction.
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CHAPTER 1.
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INTRODUCTION
A proposal for an electrified light rail system in Aspen originated
with a group of local businessmen who had purchased ten classic
trolleys and delivered six of them to Aspen. The sponsors
incorporated the Aspen Street Railway Company, Inc., in 1977.
The company has c01lllBissioned this study to develop a route and
operating plan which will address needs of the c01lllBunity, mesh with
present and planned circulation patterns and is consistent with
other past Aspen studies. The intention is to provide a high
capacity transit link between peripheral parking, the center city,
and other major destinations that could not be served effectively
by busses, if at all. The plan would maximize to the greatest
possible extent the inherent advantages of light rail over other
transport modes, which include the use of less costly and less
polluting fuel, smoother and quieter operation, higher potential
capacity, and greater public appeal.
Although the trolley cars on hand are of classic design, the system
proposed will be compatible with other and newer types of
equipment. Successful light rail operations in Detroit, San Jose,
Dallas, and Yakima employ similar classic vintage equipment, some
of which are as old, or older, than the trolleys in Aspen. The
intention and expectation are that a major benefit to Aspen would
be that the trolley cars might achieve the same sort of symbolic
image identification for the city that the narrow gauge trains have
for Durango, the trolleys have for New Orleans, and the cable cars
have for San Francisco.
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The City of Aspen has made a decision that public transit should be
fare free, and a fleet of busses is currently operated in this
fashion. While it is ultimately desirable that the rail system be
so operated, all presently available funding is currently allocated
to bus operations. The nature of the rail project, however,
indicates that its operating costs could be met from revenues that
would not be available to the bus system. Unsuccessful ventures
with space age technologies elsewhere, as well as unfortunate past
failures of a novel transit undertaking in Aspen may have a
skepticism toward new transit proposals, but the fact that the
vehicles on location are in relatively good condition and that the
technologies envisioned are both simple and well tested provides
assurance that these problems will not be encountered with the
proposed system.
Clearly, a fare charging trolley would not compete with the free
bus system for most c01lllButers and business travelers. However,
Aspen caters to large influxes of tourists during both winter and
summer seasons. Most of these come in search of new experiences,
for which they are well prepared to pay. Prices in Aspen, for both
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exotic and ordinary gOOds and services, are among the highest in
the nation, yet the City'S tourist facilities are Usually booked to
capacity during the long peak seasons. People who will pay as much
as a hUndred dollars a night for a hotel room or over ten dollars
for a gOOd meal should also be willing to pay to ride a streetcar,
either for its intrinsic enjoyment or as the easy way to reach
their favorite ski area.
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The proposed vintage rail trolley system is consistent with past
Planning efforts and responsive to earlier proposals and plans,
some of which have been Officially adopted. The system is
compatible with the scale of Aspen development in terms of bUilding
heights, accommodation of pedestrians, and the overall character of
the environment. It is also appealing to merchants by not being as
Subject to relocation or termination.
The details of this stUdy will support the conclusion that the
costs presented for the construction of the trolley system are a
reasonable investment in the Aspen community and will increase the
ambiance as well as be an attractive and functional asset.
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CHAPl'ER 2.
ALIGNMENT LOCATION OPl'IONS
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The proposed trolley route generally along Galena street has been
identified as the only north-south track alignment. The requirement
to reverse the trolley direction at either end can be accommodated
through several options. Four options at each end of Galena Street
are considered. The options below have been grouped according to
comparative features~ however, it is possible to match different
north and south options and the Aspen community is urged to study
the traffic, utility/construction conflicts, vehicle configuration
possibilities, and the operational aspects before a final selection
is made. The final cost will be driven by the option selections
agreed upon.
,..
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Option 1
This route alternative is depicted on sheets 1 and 2 of the
enclosed drawings. It begins at the Rio Grande area as one-way
counter clockwise loop, completely encircling the playing field and
goes past the north side of the parking garage where it turns right
and proceeds up the hill onto Galena Street. The route then splits
into a double track configuration located in the center of Galena
Street and proceeds to the vicinity of Cooper Avenue where it
merges into a single two-way track to Durant Avenue. From this
point, a single track turns onto Durant Avenue, and circles the
block in a counter clockwise direction, connecting with the Galena
Street tracks at Dean Street.
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option 2
This route alternative is depicted on sheets 3 and 4 of the
enclosed drawings. It begins at the northwest corner of the playing
field near the Art Museum in the Rio Grande area, proceeds in a
counterclockwise direction around the playing field past the
parking garage where it turns right, and proceeds up the hill onto
Galena Street and into a double track configuration located in the
center of the street. At Cooper Avenue, the double track merges
into a single two-way track and proceeds to Dean Street where it
turns to the right and proceeds to the end of the line at Mill
Street.
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3
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Option 3
This alternative is shown on sheets 5 and 6 of the enclosed
drawings. It is identical to the configuration of Option 2 in the
vicinity of the Rio Grande area except that it begins at Mill
Street at the southwest corner of the playing field. It extends
eastward past the parking garage and tUrns south onto Galena Street
where it proceeds up the hill in a single track configuration.
North of Main Street, it divides into a double track configuration
located in the center of the street. At Cooper Avenue, the double
track merges into a single two-way track configuration and proceeds
southward to an end terminal located on the west side of Galena
Street between Durant and Dean streets.
4
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CHAPTER 3.
ENGINEERING ANALYSIS
The purpose of the engineering analysis is to determine the impacts
and corresponding solutions to construction of the trolley tracks
and overhead power system. The analysis addresses four distinct
segments of the trolley system route:
The northern end of the alignment which will
either be a loop around the playground or a
stub Wye starting at the intersection of the
bicycle trail and Spring street extension.
The car barn facility and the connection to
the northern operational track.
North and south options have been combined for ease of discussing
an operating scenario. However, any combination of north-south
options is feasible and can be selected according to the desires of
the community.
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4.
1.
The Galena Street portion from the Spring
Street extension to Durant Avenue. This
includes the bicycle trail section.
The southern end of the route from Durant
Avenue to the end, or a loop, whichever option
is selected. All options are shown with the
associated operational comments and the
related construction costs.
2.
3.
1. GALENA STREET
This section of the construction will be discussed first since it
is common to all other elements. The section begins at the north
end of the bicycle trail at Spring Street and proceeds south to the
Durant Street intersection.
The track will be located within, or adjacent to, the paved bicycle
trail as shown on the plans. It is recognized that pedestrians and
trolleys do not usually mix well in the same space, but Detroit and
other cities have found that the small amount of conflict time and
the pedestrian/cyclists' acceptance of the necessity to grant right
of way to the trolley vehicles in a restricted area is recognized.
In addition, the training of the trolley operators and rigid
enforcement of safety regulation will maximize protection of the
users.
5
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After the track enters Galena at the junction of the alley and the
bike trail, the track is routed to the center of the street where
a Wye switch splits the rails into two separate routes: north and
southbound sets of tracks. The tracks cross Main street with the
automobile traffic, the trolleys will be controlled by the existing
momentary interrupt signal at Main street, and proceeds southbound
along the centerline of Galena to Cooper Avenue. At this point,
another Wye switch is placed to permit a single track to pass
between the street lights and planter area of the pedestrian mall.
All trolley overhead support poles ("o/h poles") along the bicycle
trail are of the bracket support arm style which requires only one
pole to support the trolley wire (see Figure , 1). At the Wye
switch north of Main street, a span wire overhead support will be
strung between two opposite poles in order that the wire and wire
frog may have adequate support. This configuration is shown on all
option drawings. The o/h poles from this point south will be double
bracket arm poles as shown in Figure , 2. The Cooper Avenue area of
the double track has a single bracket arm support pole the same as
is located along the bike trail. This o/h pole is used here instead
of the double span wire support since the pole can be located off
street and away from vehicular traffic.
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The Wye switch at each end allows the trolley to move in the
desired direction from single track to double track and back again
without the need of'the trolley operator making any adjustment to
the switch. In case of a problem, a manually thrown switch for
contraflow movement is possible so that a trolley could utilize the
opposite track in emergencies.
.
2. THE SOUTH END OPERATION
There are three options to consider for termination of the trolley
system at, or near, Durant Avenue. Each option has advantages and
disadvantages. The main question of necessity is to determine the
practicality, and possibility, of access to Dean street. This
access to Dean Street is dependent upon negotiations with the
property owner and obtaining an easement for any of the options
which enters this space.
option 11 (see drawing '2) will have the trolley loop the south end
via Dean, Mill, Durant and returning to Galena. This will allow the
removal of the trolley from Galena without any restriction of
traffic blockage as would happen with other options. It will also
allow better service to the new hotel under construction and any
improvements made on either side of Dean Street. The trade-off is
the extended trackage and four span supports systems which would be
required for the corner turns. There would be a need for a
momentary traffic interrupt signal at Galena and Durant for trolley
access to the north bound route. This momentary interrupt signal
would be tripped by a sensor located on the overhead and wired to
the signal controller. All parking along the south side of Durant
6
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between Mill and Galena would need to be removed to allow a
restricted trolley lane and no interference with normal traffic
along Durant.
Option '2 (see drawing '4) will have the trolley turn from Galena
onto Dean where it would dead end before reaching Mill. In this
option, a momentary interrupt signal would need to be operated so
that the Durant traffic is not unnecessarily delayed. The
disadvantages are:
1. The contra flow operation of the trolley along Dean to
at least north of Durant with a transition from side of
road to center of road occurring in the Durant/Galena
intersection 1
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2. The requirement that only one trolley occupy the area
north of Cooper street at any time. Otherwise, the
reversal of trolleys would become a traffic hazard on
Galena street.
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Option #3 (see drawing '6) would require the relocation of the east
curb line between Dean and Millon Galena Street to accommodate the
installation of the stub end track. This option eliminates all
track and poles on Dean, Mill, and Durant streets but requires a
bridal overhead support system for the wires.
It is recommended that a momentary interrupt signal be installed at
the Durant/Galena intersection to permit trolley traffic to cross
Durant safely. The sensors would be connected in such a way as to
not give a false reading of the trolley direction. This method
would assure that only an approaching trolley would turn the Durant
signal to red when necessary. The momentary interrupt could be
coordinated with other Durant Avenue signals in close proximity.
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3. THE NORTH END OPERATIONS
option '1 would have the trolley loop the playing field via the
bike/pedestrian paths along the east, north and west side of the
field as shown on drawing f 1. Upon approaching Mill Street, the
trolley tracks would be located east of the present Mill Street
sidewalk and adjacent to Spring street, south of the present street
lights and boulders. A set of Wye switches would be located at the
bike trail end of Spring street for directional control of the
trolley travel either to the barn or back to Galena Street. A
crossing would allow the trolley to approach the barn only after
making the entire loop. An additional option would be for one more
set of switches to allow direct access to/from the barn and Galena
Street. The disadvantage of this option is the length of track to
be laid and the topography adjustments that will have to be made to
accommodate the trolley track and the bike/pedestrian trails in the
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7
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same general area. Two big advantages would be the availability to
serve all of the parking loti Spring Street area and the Mill
street/theater area.
-
option 12 (drawing 13) would have a Wye configuration which would
reduce the track distance, conflicts with the sidewalks and bike
trails, and allow a shorter turn around time for better headways.
The car barn tail track would be a part of this Wye.
option 13 (drawing 15) would also have a Wye configuration and
reduce conflicts the same as Option 12. The disadvantage is the
reduced trolley service to the post office/Clark I s Market/Art
Museum area.
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In addition to the track configuration, the overhead wire and poles
must be considered. The location of the poles determines the amount
of support required for the wire. Corners usually require more span
wire construction than is desired. The local decision to eliminate
all overhead wires will be violated; however, when the catenary is
compared with the large signal support poles and attached arms, the
visual pollution is very limited. Most people will not see the 4/0
wire strung between poles. It is the corner wire configurations
that are most objectionable. Electric Trolley Coach overhead
hardware may be used in certain locations to reduce the
objectionable overhead in curves and turns.
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8
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construction Costs
- For the estimation of materials required for an operating system,
the prices estimated for each option are a compilation of costs
frOlll manufacturers, contractors, and operating systelllS. The
following chart will define construction costs for each option. The
- common base units will be the Galena street trackage common to all
elements and the car barn trackage/overhead.
- unit option f1 option 12 option '3
Galena st.
- track 331,670 331,670 331,670
overhead 87,825 87,825 87,825
Subtotal 419,495 419,495 419,495
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Car Barn
track 125,270 125,270 125,270
- overhead 23,440 23,440 23,440
Subtotal 148,710 148,710 148,710
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South End
track 135,216 53,635 15,538
- overhead 44,280 23,600 11,840
Subtotal 179,496 77,235 27,378
.
North End
track 184,655 100,560 45,666
overhead 59,700 35,100 17,280
Subtotal 244,355 135,660 62,946
TOTAL 992,056 781,100 658,529
9
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CHAPTER 4.
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VEHICLE REFURBISHMENT
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The report of the trolley refurbishment was prepared by Gales Creek
Enterprises of oregon, Ltd., after sending out a team, led by Paul
Class, a principle of Gales Creek, to thoroughly inspectinq one car
as a representative example of all presently owned cars. The
vehicle was separated from the truck assembly, certain parts
removed, examined in detail, and then tested to determine the
repairs required. The body was also carefully inspected to
determine all sources and locations of damage, or deterioration,
and the necessary corrective measures to be taken. All of the other
five trolleys were examined, in place and as accessible, for visual
condition.
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The following report is in five sections: purpose and scope,
physical evaluation, cost and time evaluation, recommended spare
parts purchases, and a supplemental construction recommendation. As
stated earlier in this study, the repairs, improvement and purchase
of spare parts are highly recommended so that the trolley system
may operate with a minimum of down time and the community can
receive the assurance that all aspects of operational safety have
been addressed.
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.
The are two items left out of the vehicle refurbishment report. The
requirement of the line truck will be noted in Chapter 5. A line
truck is necessary for servicing the wire overhead for adjustments
and repairs as well as use as a tow truck for disabled trolley
cars. The cost for a used line truck with winch and rotary lift is
approximately $20,000 to $25,000 used and restored. The need for
stop, turn, brake signals on the trolleys has also been noted. The
cost addition to the refurbishment report will increase
approximately $2,000 per vehicle for the low voltage light system.
It is sugqested that a two-way radio system be installed if the
trolley is not a part of the present transit system in Aspen. Such
a radio system would allow the trolleys to communicate between the
cars and the barn, or line truck, in times of need and for
scheduling information. The radios may be supplied with a touch key
pad which would allow the operator on the car to summon police,
fire, or ambulance assistance when required. An additional feature
would be the availability to shut off the power in case of an
accident where the wire structure was in danger of touching the
ground and in cases where the fire department requested the
shutting off of power. The estimated cost of six portable radios,
a base station, and telephone interconnect is less than $13,000.00.
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UPD 'ntOLLBY SYSTU J'BUIBILIft STUDY
for The city of Aspen, Colorado
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ROLLIHG STOCIt
J'ebruary I 19'0
......
SOURCE: Gales Creek Enterprises of Oregon, Limited
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PURPOSE: The purpose of this section of the study will be to
define the process for bringing six 36 inch gauge Brill style
Trolley cars, presently owned by the city of Aspen, from their
current condition to a state of repair that meets with the
safety, operational efficiency and aesthetic presentation
necessary for regularly scheduled public service in Aspen,
Colorado.
......
....
Additional considerations will include certain alterations to the
cars in an attempt to adapt them to the severity of the Aspen
winter climate and the addition of duplicate controls, in five of
the cars, allowing flexibility in the design of the system route
layout.
Specific information provided here will be; (1) the estimated
cost of the process; (2) estimated time to complete the process;
and (3) Recommendations for an initial Spare Parts Inventory.
Information relative to labor costs will be derived from national
averages in the industry. Procedures, historical treatment and
some parts information will be derived from inter-national
averages. All information will be based on fUll-time, scheduled
service.
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PIlOCBDOD.
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por purposes of evaluation, reference to the cars will be lIllda in
the following categories:
Body
...
-
structural
Interior
Exterior
-
Truck(s)
Wheels and Axles
Frame and Brake Rigging
Gears and Bearings
Springs
Electrical
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Motors
Controllers
Heating
Lights
Trolley Poles & spring Bases
Track Brakes
Resistors, Lightning Arrestor and Circuitry
-
Air & Mechanical
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Air System
Sanders
People Catchers
Windshield Wipers
Destination Boxes
Retrievers
Hand Brakes
Tow Bar
...
...
Hardware & Miscellaneous
-
All references to "front" and "rear" are made relative to the "A"
end of the car being the "front" end. The "A" end is the end
containing the Primary circuit Controls. The "B" end will,
therefore, be referred to as the "rear" end of the car. All
references to "left " and "right" are made as if one stood in the
center of the saloon facing the "front" of the car.
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12
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SUPPLBHBNTAL CONSTRUCTION
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As mentioned in the Purpose and Scope of the work, there will be
supplemental work required, recommended or desired to enhance the
operation of the cars, and, indeed, the line, that exceed the
necessity for basic repair and restoration.
These areas of supplemental work are:
Foldina Doors. The cars are presently equipped with expandable
gates. These gates are included in the repair and restoration of
the car.
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There are many arguments in favor of replacing the gates with
folding doors with mechanisms that could be operated by the
motorman. Those arguments would include everything from the
motorman's comfort in times of dire cold, to saving wear and tear
on the Bulkhead doors.
-
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Heaters. There is presently no heat source for passengers in
these cars. Their operation in Portugal did not require heat.
This study considers, as supplemental to the basic repair, the
installation of heaters. One would be placed under each
latitudinally place chair and one in each vestibule.
Double-Endina. Car #418 is presently "double-ended". This means
the car has controls at both ends and can operate in either
direction under power. The remaining cars are "single-ended" and
are capable of operating only in the direction of the controlled
end. Double-Ending the remaining five cars would allow all cars
to be operated on the line without installing a turn-around at
each end of the line. The cost of Double-Ending is shown in this
report and is based on a particular method devised to save money
and equipment.
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PHYSICAL .VALUATION REPORTS
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The following pages contain individual reports on each of the
Aspen Cars. These reports are self-explanatory and include
information specific to the car.
Gales Creek Enterprises of Oregon, Ltd., removed the Truck from
Car #524 and determined its repair requirements. It was agreed
in determining the scope of this study that the Truck from Car
#524 would be used as a model for the assumed condition of the
remaining cars.
...
...
...
The cars were grouped together at the time of the study and 1524
was chosen for its accessibility rather than its quality for
typifying an average condition. Therefore, it is recommended
that prudence be exercised in determining the condition of the
trucks under the remaining cars.
There will be some repetition observable throughout the reports.
This is due to the necessity of meeting safety standards for
operation. Running lighting, brake system and electrical
appliances effecting the operation of the car must be inspected
and up-graded on all cars regardless of condition.
Specifications for parts and systems used in the evaluation of
the work are taken from the 1911 Electric Railway Dictionary, the
experience of Gales Creek Enterprises of Oregon, Ltd. and the
wise counsel of other members of street Railway Associates.
...
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14
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AIpon Fnsfbll fty Study. F.......ry, 1990
C..t (""IUlt!an:
-
CAll. CAll. CAll. CAll. CAR. CAR.
- MEA: ill411 *519 1/520 *521 *524 *526 TOTAl.S:
Body 514,974.00 511,070.00 513.720.00 510,935.00 5 9,180.00 510,980.00 570,859.00
Truck. 5 4,125.00 5 4,125.00 5 4,125.00 5 4.125.00 5 4,125.00 5 4,125.00 524,750.00
-
Electricel $ 9.7Z3.45 5 2.410.115 5 2,222.25 $ 2,335.115 $ 3,814.10 51,905.10 522,411.60
Air' Mechanicel 54.057,60 5 2,171.60 $ 3.066.35 5 2.397.10 5 2,801.60 53.424.115 $17.919.10
-
Herdwere , MiacellenoKlo2,242.50 $ 1,951.00 $ 1,778.50 5 1,831.00 5 1,260.00 $1.861.00 510.924.00
-
Finishes:
Exterior Paint 5 7,200.00 5 7,200.00 5 7,200.00 5 7.200.00 5 7,200.00 $ 7,200.00 $43,200.00
Interior Paint 5 1.440.00 5 1,440.00 5 1,440.00 5 1.440.00 $ 1,440.00 5 1.440.00 5 1.640.00
Interior Natural $ 4.320.00 5 4,320.00 5 4.320.00 5 4.320.00 $ 4.320.00 5 4,320.00 $25.920.00
Truck $ 450.00 5 450.00 5 450.00 $ 450.00 $ 450.00 5 450.00 5 2.700.00
Cle." and Prep 5 270.00 5 270.00 5 270.00 $ 270.00 5 270.00 5 270.00 $ 1.620.00
Contingency (11)>1l 5 4.880,26 $ 3.540.85 5 3.859.21 5 3.530.40 5 3.486.07 5 3.597.60 $22.894.37
-
Sub'Totel per _.682,81 $38.949.30 $42.451.31 $38,834.35 $38.346.77 539.573.55
Sub-Totel ell cers
$251.838.07
-
Spare Parts Inventory
Add 52.996.25 if OlllJble Ending Option Exercised
5 35.847.85
Sub-Total all cars
$287. 68S. 92
Heat units (10/cerl 5 1.190.00 5 1.190.00 $ 1.190.00 5 1.190.00 $ 1.190.00 5 1. 190.00
57.140.00
Sub-Total per cer 554.872.81 $40.139.30 $43,641.31 $40.024.35 539.536.77 540.763.55
Folding Door
$ 7.680.00 5 7.680.00 5 7.680.00 5 7.680.00 S 7.680.00 5 7.680.00
S294, 82S. 92
$46.080.00
SUb~Total all ears
Sub-Total per car 562.552.81 $47.819.30 551,321,31 547.704.35 547,216.77 $48,443.55
z==za~== ssaa:aaa.s =ZZ$..-==- ========== ........=: sa_zs===..
Sub- Total all cars
5340. 90S, 92
======-===
OlllJble-Ending*
..!!!..2!! 510.256.00 510,256.00 510.256.00 54.533.00 5 4.533.00 $ 39.834.00
Totals per car
562,552.81 ssa.075.3O 161.577.31 $57.960.35 $51.749.77 $52.976.55
========== =_==:====: ===z:=:=:: ========== ======--=== z=::==:=::
Totel Sese + All Options
S380.739.92
===========
* All Truck costs were derived frOfll analysis of the Car 1524 truck; the only truck separated trOll its car body for this
study.
.. These costs were derived frOM a process kIIerel;:Jy the 8K controllers and SOMe other parts specific to the 8K systelll,
ere r8lllO'led frOll cars *519. 520 , 521. two of these controllers and specific perts placed In cars *524 & 526, thereby
double-endi"" th.... then Cars *519, 520 , 521 receivl"" two (2) JCJ5JJ controllers. and specific perts. eac:h. thereby
cbble.endinQI theM. This standardizes perts per car and leaves one 8K10 Controller, end SCMe parts, for Spare Parts
Inventory.
71
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...
-
Aspen F...lbll lty study. F_ry, 1990
...
1i_ Ev.luatfon: Dllea: otbenIi_ .tated~ tf_ .... in ShaD DIMd
-
Totall lilted he... or. for the -..t of totel oIIop tl.. to perf..... the wort. They do not IIlJI\lfy the 8IIlOUnt
of tI.. a perticular car or troupe of co... ..,. be be ti4ld up for c_truction. Th. ar... _t likely will
OYerlop, rocIucil'll/ oct...l lI_r c_truction ti.. per cor to about 60S of the total oIIop ti.. (in calender dayIl)
requir4ld for the _k. Theoe fi,...... do not include portl Ihi_t or t..til'll/,
CAll CAll CAll CAll CAll CAll
Ar..: "'B: 1519: 1520: 1521: 1524: 1526: Area:
.
-----------------------.-.---------.---------.-.----------------------------.--_._.._------.------
Body 45.15 34.00 39.50 33.50 28.25 33.15 214.15
Truck* 12.00 12.00 12.00 12.00 12.00 12.00 n.oo
Electrical 17.00 5.25 5.25 4.15 B.OO 4.50 44.15
Air & Mechanical 9.00 6.00 B.25 6.15 7.50 B.25 45.15
Hardware & Miocelloneouo 3.50 2.50 2.25 2.50 1.25 2.25 14.25
Finislleo 33.13 33.13 33.13 33.13 33.13 33.13 198,711
CIa." & Prep ~ ~ ~ --L.22 --L.22 ~ ~
Totals per car 126.38 98.811 106.38 98.63 96.13 99.811
_.;1:". ...z.. ..=..- -- .-- ......
Total all car. 626.28
.:z:.._
Heat Unitl ~ ~ ~ ~ ~ ~ --.!&
Totals per car 127.711 100.28 107.711 100.03 97.53 101.28
====== ====== =a:===:= ====== ====== ======
Total all cars 634.68
====-
Fold;1'll/ Doors 19.80 ~ 19.80 ~ 19.80 ~ 11!J!!!
Totals per car 147.58 120.08 127.58 119.83 117.33 121.08
==-:&=- ===;1= ===.::=* =====- =:-=::=:::1: =====
Total .llcars 153.48
======
Double Erdil'll/ ~ ...1hl!! 11.70 11.70 ...1hl!! 11.70 58.50
Totals per ear 147.5B 131,711 139.28 131.53 129.03 132.711
_s_. _==:lIllZ -==..= -===- s#zz_ ;I:=lIIl.:;:.
Total .ll cars 811.98
_==::::1:.
The fOllowil'll/ bre.kdowns """ty only to the besic work above. i..e. "Bcdy" throuth 'Clean & Prep".
-
-
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calender Weeks: 25.28 19.711 21.28 19.711 19.23 19.98
Calcutat4ld at 5 shop days
per week
calerdar IIontlla: 5.85 4.511 4.93 4.57 4.45 4.62
calculated at 21.6 shop days
per 1IlOI'lth
* All Truck: tiMeS were derived from anelysis of the Car 1524 truck; the only truck separated frOll its car body for this
study.
** These tiMeS were derived frOll a process whereby the BK controllers and some other parts specific to the BK system,
are reRlOved frCII c.... 1519, 520 & 521, two of these controllers and specific parts plac4ld in car. 1524 & 526, thereby
double-endil'll/ tIIeM, then Cars 1519. 520 & 521 receivil'll/ two (2) K35JJ controllers, and specific parts, each, thereby
double-endil'll/ theM. This standardi... perts per car and lelVes one 81(10 Controller, and .- perts, for spare P.rts
Inventory.
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CHAPTER 5.
CAR BARN MAINTENANCE FACILITY
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The construction of a maintenance facility for storage and servicing of the trolleys requires
space for an office, storage of parts, a room for the power rectifier, tracks for storage and
hght maintenance of the cars, and a repair pit area for working under the cars as required.
Additional space must be provided for a limited number of tools and working space for
repair/refurbishment of components that may be removed from the vehicle,
The building proposed is a steel frame. concrete block structure which contains an office
and storerooms in an add-on unit. The main structure has two components: a work/storage
area containing about 4450 square feet of floor surface and a clear span twenty feet high
c~i1ing; and apartment units located over the maintenance area for employee housing (see
Figure 3).
The distance from floor to ceiling is required for the installation of the trolley wire at a
height which will allow a man to stand on the top of the car to work and yet not come into
contact with the wire. There arc three tracks enterinll the barn, Two traclCs are for storage
and light housekeeping while the third track has a pit for servicing the undercarriages of
the vehicles. The entire structure including the office/storage space, is recommended for
fire sprinkler protection.
While trolleys do not have the need for as many lubricants, oils, and solvents as a
comparable bus maintenance facility; there is a need for some storage of these items on-site,
The living quarters located directly above a maintenance area will require fire protection
for the safety of the occupants. It IS anticipated that a 4" water line would suffIce for the
requirements of the shop, the apartments, and the fire system.
Electric service to the site will be 480 volt A.C. with transformers on site to convert the 480
volt to 600 volt D,C. and also to 110/220 volt house pj)wer for the offices tools, and living
quarters. There will be a master disconnect for the 480 volt A.C. mounted withm easy access
to the office or shop. Other disconnects would include a master control for the rectifier, a
separate DC J>ower disconnect for the shop and for the exterior track system. and separate
disconnects for the office, shop, and apartments.
Other utilities serving the site will be gas for the infrared shop heaters and for heating and
cooking in the apartments and installation of a sanitary sewer line. The sewer line may
require a lift station to allow discharge into the sewer system. If so, a septic tank is
recommended for deterioration of soUd particles and the pump would handle the effluent
without a grinder, Except for water used in the washing of trolleys. very little waste water
is geDerateo from the sliop. Surface water would be collected into a separator tank prior to
beIng discharged into the sewer system.
Employee housing must be supplied by any new business in accordance with the laws and
ordmances of Aspen. Such housing may be on site, off-site, or subsidized through the local
housing authority, For the purpose of this study, it has been assumed that such nousing will
be on SIte and located above tlie shop area - the only area on site large enough for the
number of full time employees suggested for operation.
The apartments may be configured to have one unit of approximately 700 square feet, and
six units of approXimately 62) square feet. If only five employees are required to have
housing prOVIded, the six units could be reduced to four units of approximately 937 sCUlare
feet. Tile present estimation of construction and finish out costs for the apartments is ~60.00
per square foot.
Construction costs for the car barn site and improvements arc:
Item Total cost.
Barn 4450 SF Steel &. BIOCki $80 SF, 5356,000.
Office 375 SF1-Steel &. Block 580 Sr;:. 30,000,
Apts. 4450 Sr Steel &. Block 590 Sr~ 400,500.
Electric underground service, 3 0 LF @);)20 6,000.
Gas Connect fee &. service... 100 LF@)$3 LF 600.
Water service, 4" line, 300 Lr @530 LF 9,000.
Sewer service &. fee, pump/tanK/separator 60.000.
Fire Fire System, Water &. Alarm 2~'V8~
Total ~!8, .
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According to figures provided by the architects and contractors in Aspen, the cost of a
maintenance facility of a steel building shell (Butler style) without the housing units would
cost approximately the same as the steel structure and concrete block:
Barn 4450 SF Steel &: BlOCk~ $80 SF, $356,000.
Office 375 SF. Steel &: Block $80 SF 30,000.
Elcctric underground service, 0 LF l1U$20 6,000.
Gas Connect fee &: service... 100 LF"l1U$3 LF 600.
Water service, 4" line, 300 Lr l1U$30 LF 9,000.
Sewer service &: fee~pump/tanl(:fseparator 60,000.
Fire Fire System, Water &: Alarm i~ ~88
Total $4 : :
Thus, the cost of on site housing is more than $400.500.00, or a minimum of $190,500 more
than the $210).000 estimated if the company particIpated 1D the local housing program at a
cost S30.000.0v per unit (times 7 employees).
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CHAPTER 6.
SYSTEM OPERATIONS AND COSTS
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Ooerations
The daily operations of the trolley system will be demand driven to provide adequate
transit servIce to Aspen according to the seasonal demands. Off peaI<: operationlt will require
less frelluent trolley headway than the peak seasons, It is anticipated that the off season
demand may be met with one trolley in operation from 7 A.M to 10 P.M on a frequency. of
approximately 10-12 minutes headway. The peak season will require two trolleys operating
on a six minute headway. Operations will be every day, all year round,
The staffing requirements for such a system will require a manager/mechanic, a part time
secretary/bookkeeper, three full time operators and one full time operator/mechanic, The
peak season operations will require the addition of two full time operators, one part time
operator for the off.season operations and one part time mechanic. The wage rate for such
operators is prol'ected to be a base of 511.00 per hour plus a benefitfackage of 34%. The
part time opera or l?ay scale will be the same rate for the number 0 hours worked. The
secretary pay scale is calculated at 511.00 including a 34% benefit package while the
manager pay scale is calculated at 540,000.00 base plus the 34% benefit package.
The benefit package and labor rates are based on the present wage scale paid to employees
of RFT A,
Insurance premiums are the hardest to calculate as the workman's compensation rate
changes dramatically. While the RFT A insurance costs for the addition of the streetcars is
unknown at this time (RFT A insurance is supplied through the management contract).
general liability. and comprehensive insurance for the vehicles, equipment, and barn are
projected to be $29,540 per year.
Electric costs are predicated upon a rate of ,05 per kilowatt hour. The trolley car will
average a 6 kilowatt hour draw, The total hours of operation are l?rojected at 9000 hours per
year, The total electric cost for one year includes the operations of the trolleys, shop and
apartment use, and heating, The estImation for all electric costs is estimated at 512,000 per
year.
Maintenance costs are very difficult to projc;ct as the preventative maintenance schedule is
derived from the thoroughness of vehicle refurbishment that is accomplished, The degree of
preventative maintenance is always subject to discretion of the manager. For the purpose of
this study, a yearly figure for all maintenance, includin& one major motor rep.air, trolley
maintenance, line trUCK maintenance, and overhead repaus/adjustment. is estimated at
520,310.
Other costs arc tax and audit costs, office supplies, water, gas, taxes, et cetera, and are
estimated at $26,250 per year.
Expense
La bor
administrative
maintenance
operations
5 68,.830
48/76
133,320$250,926
29,540
12 000
20.510
SU~:8~6
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Insurance
Electric
Maintenance
Other
Total
A comparison with known RFT A costs will be found in the Appendix.
The operation of streetcars in the winter has been mentioned as being a problem. The one
hundred years of experience all over the world points out that such cars as will be operated
in Al!))en did in fact operate in cities with a larger accumulation than Aspen and in wetter
condItions of winter. Nclson\RC., Switzerland, cities in the northeast of the United States,
and in Colorado have no proolem if the snow removal is correctly operated. The proposed
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Aspen system will allow the City Street maintenance to clear the line in the street right of
way during their normal operatIons. The streetcar companies of old had a practice or
operating a car whenever any icing conditions were forecast. This trolley operation knocked
all of the ice off \he wire berore it had a chance to build up. The op'eratJon of the wheels
along the track wdl tend to reduce the ice and snow buildup in the flange ways and along
the open track. The line truck should be fitted with a hydraulic plow to assist the clearing
of snow from the tracks when required,
Revenue
Additional revenue may be realized through the sale of copyrighted and trade mark items.
The sale of Tee Shirts, coffee cups post cards, et cetera, is a major source of revenue in
trolley museums and also at stores lIcensed by San Francisco and Seattle. New Orleans also
sells.a good number of private charters, inCluding the decorations and food, for additional,
profItable revenue.
The sale of specialty advertising in the cars, or on the exterior may be sold to stores
wanting to reach a select market or for instItutional purposes. Dallas presently has a
contract which may maximize net income from the intenor advertisements plus two
exterior, front advertisements on each car and projects up to $72,000 if all ad space is sold.
Presently, after six months of operations, Dallas is realizlDg over $3,500 per month with
additional ads in preparation.
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CHAPTER 7.
TRAFFIC AND ENVIRONMENTAL IMPACTS
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Traffic
The selection of Galena Street route was made primarily because of its directness between
the parking garage and the ski slopes. While Galena Street carries from 4,000 to 5,000
vehicles per oay ouring the peak ski season, according to the Transportation Element of the
Aspen Area Comprehensive Plan, prepared In September of 1987, tlie trolley vehicles can
flow with other vehicular traffic without capacity pr.oblems at comparable operating speeds
appropriate for the central area. The options using Mill and Main streets will encounter
volumes in the range of 7,000-10000 vehicles per day which could create congestion
problems. The o~tion using the altey next to the parking garage would conflict with the one-
way operation of the banI< traffic. Movement of the trOlley vehicles would be controlled by
existing traffic signals except where special sianal interrupt phases are required to allow
the trolley vehicles to make left turns through Intersections from the curb lane. It also
appears that nearly all of the existing on street parking can remain. The above referenced
report indicates that pedestrian volumes crossing the various trolley alignment o~tions at
the south end of the route are not excessive and can be safely accommodated at signalized
intersections and designated crosswalks. Trolley o~erations on existing bus routes are
limited only to the options utilizing Main, Mill ana Durant. The option passing through
Rubey Park will create some potential conflict with bus operations at tlie transit terminal.
At the north end of the route, the trolley tracks should be located adjacent to (rather than
on) sidewalks, jogging paths,- and bike trails, wherever possible, to avoid conflIcts with users
of these facilItIes. It should De pointed out tnat Detroit, San Jose, Portland, Denver and
several other cities, presently mix pedestrians and transit without serious problems.
Option I provides the least amount of conflict with vehicular traffic that will be entering
and exiting the parking garage..Trolley loading and unloading points should be located
away from the garage access anves.
Safety to passengers boarding and alighting the trolley vehicles at designated stops will be
afforaed In a manner similar to busses. Where trolley vehicles are requIred to load from the
center of the street, special .safety zones. will have to be created in the street to allow
passengers access to and from the sidewalks. These have been successfully provided in many
cities where this type of operation exists.
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Environmental
It is well recognized that electrically powered vehicles are non-polluting transit vehicles.
Such vehicles also do not utilize the same amount of non-renewable resources as would a
gas, or diesel, engine vehicle as the electrical power source may come from hydroelectric
sources, The maintenance of the trolley also uses less solvents and produces very little toxic
wastes, such as motor oils, as comparable carbon fueled vehicles. Smce a trolley has no
exhaust emissions, almost no dust (PMIO) lleneration, and would have a tendency to reduce
the reliance on the automobile for transit from either the north or south ends of Aspen' it
will have a positive impact on local air quality and potential traffic congestion along the
route.
The installation of electric heaters to keep all switches from snow and ice freezing is a
direct result of not utilizing an ethylene glycol based product which would require the
pouring of the solution onto the sWitches and, ultimately, into the ground. The glycol
"roduct would require one gallon per switch on an average of at least seven to ten times
during the year,
The analysis of noise impacts was conducted using information obtained from the City of
Aspep., guidelines fro~ the American Public Transit Association (APT A), and data from an
eXlstmg trolley operatIon.
Readings of ambient noise levels are periodically made by the City of Aspen in response to
citizen requests. Figure 4 shows the location, time, date and levels of ambient' noise along
the proposed trolley route. Noise levels associated with bus operations in the vicinity of fhe
route are also shown at two locations.
The American Public Transit Association (APT A) has published guidelines normally used in
the development of new rail rapid transit systems. The APT A &uldelines are expressed in
terms of maximum acceptable noise levels from a pass-by of a smgle train in various
community I and use areas. Table 2 shows the APTA Guidelines for maximum airborne
noise from train operations for various community categories.
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TABLE 2
GUIDELINES FOR MAXIMUM AIRBORNE NOISE FROM TRAIN OPERA nONS
Lmax DESIGN GOAL
Community Area Category
Single Family
Dwellings
Multi Family
Dwellings
Commercial
Buildings
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Low Density Residential 70 dBA 75 dBA 80 dBA
Average Residential 75 dBA 75 dBA 80 dBA
High Density Residential 75 dBA 80 dBA 80 dBA
Commercial 80 dBA 80 dBA 85 dBA
Industrial/Highway 80 dBA 85 dBA 85 dBA
SOURCE: American Public Transit Association, "1981 Guidelines for Rapid Transit
Facilities"
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The trolley system will run through community areas that could be characterized as both
"High Density Residential" and "Commercial". Consequently, the noise criterion for noise
levels (Lmax) will range from 75 dBA to 80 dBA for multifamily dwellings and 80 dBA to
85 dBA for commercial buildings.
In order to estimate the "wi~h tr~ler condition, noise measurements were taken at three
locations along the histonc t. C ar es Avenue streetcar route in New Orleans, including
embedded track in Carondelet Street. Adjustments were made to these readings to reflect
new continuously welded rail (CWR) for the Aspen system. In all instances, toe St. Charles
line uses historic trOlley cars of a different ma!(e but, with similar operating noise
characteristics, to those proposed for Aspen. The readings ranged from 70 to 75 dBA.
A comparison of APT A maximum acceptable noise level criteria and the anticipated levels
of trolley p'ass-by noise indicates that the expected levels are within the acceptable range.
The Municipal Code of Aspen allows passing motor vehicle noise levels of up to 90 dBA.
An additional noise consideration is the high frequency wheel squeal caused intermittently
when steel wheels navigate sharp turns on steel rails. Wheel squeal is a variable noise
ranging from a high-piJched screech to a low-pitched growl on dry track; on wet tracks it
can be non-existent. Measurements on the New Orleans trolley system showed that the A-
weighted maximum sound level was the same as a pass-by at 10 mph on tangent embedded
track, Any possible noise can be mitigated by operating around curves at low speeds.
The noise generated at the maintenance facility should be lower than the levels of other
commercial operations in the area. Trolley maintenance is not the same as a vehicle bOdy
shop repair sIte nor even the same as a bus garage. There is very little noise at any time as
most maintenance consists of electrical inspections, mechanical adjustments to parts on the
trolley, and the waShing of the vehicles. The loudest noise in the shop is a table saw for
wood cutting or the air compressor: neither is operated all of the time,
The car barn structure can be architecturaIly compatible with the area through the correct
exterior design, or facade, esp.ecially if the employee housing is not added to the top of the
structure. The rural nature of the creek and park area will be retained by providing
minimal paved areas and abundant landscaping on the site.
The impact of visual clutter of poles and wires is minimal as the Galena Street route will
utilize single j)oles with double mast arms which do not require span wires from both sides
of the street. The visual effect of the-poles at 100 foot intervals with a single wire attached
to each mast arm is less than the traffic signal poles with mast arms at several intersections
alonLMain Street, The poles and wires ado a historic element to the vintage, classic trolley
cars. The aesthetic qualIty of the trolley system is consistent with the charm of a small town
with historic structures and the smaller vlDtage trolley vehicles are in scale with pedestrians
and the two to three story buildings in Aspen.
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APPENDIX
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OPERATING COST COMPARISON
The following is a comparison of Roaring Forks Transit's known
operating costs to the suggested costs if the street car
operations are provided by a private firm. The RFTA costs were
supplied to the consultants by Mr, Blankenship. The costs for the
private costs are as derived from McKinney Avenue Transit,
Dallas, Tx., and from resources outside the MATA financial
figures. All MATA costs have been updated to reflect cost as may
be prevalent in Aspen, such as the local labor rate as paid to
RFTA employees, the associated benefit package, utilities,
uniforms, etc.
The costs of insurance has not been supplied by RFTA as such
insurance is obtained through the management company and the
impact on increased costs, if any, are not known at this time. If
the costs of comparable priced busses does not increase the
insurance, then the addition of streetcars instead of busses
should likewise have no effect.
It should be noted that the cost savings available under
operation of the trolley system by a going concern will include
capital and operating costs, Such items are, office furniture,
the computer and software programs, some tools and equipment,
marketing production costs (if combined with the present
operations), office supplies by bulk purchase, dues and
subscriptions, uniforms, labor, maintenance costs associated with
the service vehicle, and other unspecified items which may be
purchased at a lower costs through bulk purchases.
ADMINISTRATION
Labor
General Manager $ 40,000 $ -0-
Secty/Bookkeeper 11,400 -0-
Fringe Benefi ts 17,490 -0-
Subtotal $ 68,930 $ -0-
Insurance
General Liabil ity $ 17,500 Not Avail abl e
Auto Liabil ity 1,000
Physical Damage 5,000
Bldg. & Contents 5,000
Crime (3D) 300
Radio Floater 240
Boiler/Mach. 500
Subtotal $ 29,540
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- Professional Services
Audit/Tax $ 3,000 $ ?
Legal 500 500
- Printing 2,000 2,000
Marketing Prod 2,000 (Policy Decision)
Media Adv. 2,000 " ..
Promotions 2,000 " "
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Trash Removal 400 400
Other
- Office Supplies $ 1,000 $ 1,000
Dues & Subscr. 750 100
Travel, Training 2,000 2,000
- Postage 400 400
Subtotal $ 16,050 $ 6,400
- uti 1 ities
Electric $ 12,000 $ 12,000
Water/Sewer/Sewer 2,000 2,000
Gas 5,000 5,000
- Telephone 2,000 2,000
Subtotal $ 21,000 $ 21,000
- Subtotal Admin. $135,520 $ 28,640
OPERATIONS
Labor
- Full time Operators $ 66,253 $ 66,253
Seasonal Operator 32,344 32,344
Fringe, Full Time 22,526 22,526
- Fringe, Seasonal 10,997 10,997
End of Season Bonus 1,200 1,200
Subtotal $133,320 $133,320
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Uniforms $ 1,200 $ 1,200
Subtotal Operations $134,520 $134,520
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MAINTENANCE
Labor
- Mechanic $ 24,960 $ 24,960
Mech/Op hal fUme 11,440 11.440
Fringe 34% 12,376 12,376
- subtotal $ 48,776$ 48,776
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Contract Maintenance:
Service Vehicle $ 1,200 $ 1,200
.... Building 1,000 1,000
Revenue Vehicle 7,000 7,000
Subtotal $ 9,200 $ 9,200
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Other
Repair Parts, st Cars $ 3,000 $ 3,000
Repair Parts, Svc Veh -0- $ 600
r Bldg Repairs 500 500
! Uniforms 600 600
Solvent Service 300 300
I'" Fire Ext. Svc 240 240
! Svc Veh Fuel, Lub 720 720
! Lubricants, Trolleys 2,000 2,000
'I'" Janitor Suppl, Shop 2,000 2,000
! Sma 11 Tools 750 750
i Subtotal $ ll,110 $ 11,710
,
.... Subtotal Maintenance $ 69,086 $ 68,486
GRAND TOTAL $270,196 $231,646
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