21-95 Ordinance AMENDED
RECORD OF ORDINANCES
Dayton Legal Blank Co. Form No. 30043
Ordinance No. 21-",95-.(Amended) Passedn__ ____ mnmmn______ nmnnm_19__u
AN ORDINANCE
AMENDING ORDINANCE NO. 62-88 (AMENDED)
TO UPDATE THE ARTERIAL TRAFFIC PLAN
FOR THE CITY OF DUBLIN
WHEREAS, the City of Dublin as part of the community planning process has
established a comprehensive plan for rights-of-way, location and realignment of existing
and future streets, highways, and roadways within the City of Dublin; and,
WHEREAS, the ordinance establishing the Arterial Traffic Plan recognized and required
the plan to be updated and amended when warranted; and
WHEREAS, the City must develop a plan for a street system to preserve the health,
safety and welfare of the general public as well as to create a desirable environment and
promote economic growth; and
WHEREAS, a uniform functional street system classification is needed by the private
sector as a guide to likely future action with respect to the development of public streets;
and
WHEREAS, the City Administration, the Planning and Zoning Commission, the Board
of Zoning Appeals, and the Council require a traffic plan on which to base decisions on
zoning changes, variances, and conditional uses as well as publicly initiated capital
improvement projects; and
WHEREAS, the existing traffic plan was adopted at the conclusion of the 1988
Community Plan process; and
WHEREAS, the Southwest Area Plan was prepared and adopted in 1993 and includes
a thoroughfare plan for certain areas not previously incorporated into the citywide traffic
plan; and
WHEREAS, various planning traffic studies conducted since 1988 and affirmed by
Council provide additional information which should be incorporated into the City's
traffic plan, including but not limited to the Bright Road Area Study, Scioto Bridge
location study, and Tuttle Crossing alignment study; and
WHEREAS, it is the goal of the City of Dublin to preserve the scenic character of many
of its roadways, including Riverside Drive; and
WHEREAS, the primary purpose of this amended ordinance is to consolidate the various
thoroughfare plans and studies done by the city over the last seven years into a single
document to provide for the effective administration of the traffic plan; and
WHEREAS, it is recognized that although the Thoroughfare Plan establishes general
alignments and projected rights of way needs for the City's roadway system, it does not
in all cases reflect the results of detailed alignment studies which determine the feasibility
of either obtaining all of the needed rights of way or constructing the planned roadway
improvements, and may therefore, on a case by case basis, be subject to minor variations
from the plan (such as combining public rights of way with abutting easements in order
to accommodate all of the needed public roadway improvements at the time of roadway
implementation in order to fulfill the intent of the Plan; and
WHEREAS, the thoroughfare plan is currently being reviewed in depth as part of a
major update to the Community Plan.
RECORD OF ORDINANCES
Dayton Legal Blank Co. Fonn No. 30043
Ordinance No. ---21..95--(Amended) Passed_um_______ . mmun _mnmn___u__19n
Page Two
NOW, THEREFORE BE IT ORDAINED by the Council of the City of Dublin, State
of Ohio, ~ of the elected members concurring:
Section 1. That the text attached hereto entitled "City of Dublin Roadway Standards"
be and is hereby adopted by this Council and updates, where applicable, the text
contained in Ordinance 62-88.
Section 2. That the map entitled" 1995 Thoroughfare Plan" Dublin, Ohio, date-stamped
May 11, 1995, be and hereby is adopted by this Council as the minimum recommended
standards for rights-of-way, and replaces the exhibit in Ordinance 62-88.
Section 3. That the Thoroughfare Plan depicts the general location for needed roadway
improvements, the precise location of which will be established by detailed engineering
feasibility studies, land use patterns and alternate proposals which may emerge.
Section 4. That the City Administration, the Planning and Zoning Commission, the
Board of Zoning Appeals or the Council shall cause a review of the traffic plan at the
conclusion of the current process to update the Community Plan and whenever there is
the belief thereafter that the living, employment or traffic patterns have changed
sufficiently to warrant such, but in no case less frequently than four (4) years, and shall
submit proposed changes in the form of an amendment to this Ordinance.
Section 5. That this Ordinance shall take effect and be in force from and after the
earliest period allowed by law.
Passed this I f~ day of ~ , 199~
01/}~~
~yor - P esiding fficer
v
Attest:
~ r!.-~
Clerk of Council
Sponsored by: Division of Planning
I hereby eertify that copies of tltk onr ~
.nane re posfecf m.Ii
City of Dub/i" in accordllnce witft Sedion 131 25 of the Itli Ie.
. 0 vIsed Coclt.
~~ C!.. ~.AL-!-
Clerk of Council, Dublin, Ohio
.,
CITY OF DUBLIN
1.995
ROADWAY STANDARDS
Roadway Hierarchy -
The proposed transportation system includes a grid system consisting of a hierarchy of
functionally classified streets designed to serve distinct traffic area needs and safely move people
and goods within the community. The street classification system includes freeways, principal
arterials, minor arterials, residential collectors, non-residential collectors, local residential streets
and other local streets. These all serve separate and interrelated purposes. The thoroughfare
element of the Southwest Area Plan identifies the existing road network as the basis for the
developed main arterial/collector system to help minimize future public and private expenditures
for roadway improvements recommended below. The proposed rights-of-way widths and
roadway capacities described below are indicative of the improvements needed when the study
area is fully developed. (Refer to Table 2: Functional Street Classification Characteristics and
Table 3: Basic Design Elements for Functional Street Classification.)
The function of the freeway system is dedicated solely to moving large traffic volumes (50,000-
100,000 vehicle trips per day). Freeways serve long distance, high speed trips with minimal
interruption to the flow of traffic. They have limited access rights-of-way and do not serve
adjacent land. All types of vehicles should be accommodated on freeways except bicycles and
other slow moving vehicles.
The purpose of the principal arterial system is predominantly to handle moderately long
distance trips of approximately25,OOO - 50,000 vehicle trips per day. Principal arterials provide
connections to the freeway system via interchanges, and traffic flow is generally uninterrupted
except at signalized intersections. Service to abutting properties should be subordinate to
moving traffic. Driveway access should be highly controlled. Principal arterials should be
spaced every one to two miles, with increased spacing as land use density decreases. A five-foot
wide sidewalk and an eight-foot wide bikeway is planned along principal arterials within the
Southwest Area.
Principal arterials should be planned to accommodate four lanes with a typical right-of-way
width of 100 feet. Potentially, some principal arterials may require six lanes. Because the
dimensions of a six-lane roadway, additional study will be required to determine effects on
adjacent land and traffic engineering issues. A six-lane facility would require a typical right-of-
way width of 120 feet. When roadways have more than two through lanes, grass median
boulevards will be required. Typically, a 12-foot wide grass median will be required on
principal arterial streets. In addition, parking should be prohibited on these streets. Additional
exclusive turn lanes may be required at intersections which may also require additional right-of-
way width.
The minor arterials should have continuity through the Southwest Area connecting the principal
arterials, forming a connected arterial network. Minor arterials should be planned to have two .
--
Excerpt from The Dublin Southwest Area Plan " . -
"
Supplementing the arterial system is the collector system. The function of the collector system
is to collect traffic from the local and residential streets and to deliver it to the arterial system.
A minor amount of through traffic may be carried by collector streets, but these streets primarily
provide land access service and carry traffic movements within residential, commercial, and
industrial areas. The collectors are nominally spaced midway between the arterials resulting in
one-half to one mile spacing.
Collectors should be planned -to have two or four lanes, with additional turn lanes at intersections
as necessary. When roadways have more than two through lanes, grass median boulevards may .....
be required. Roadways with two through lanes will require a 12-foot wide continous, left turn
lane. Parking should be prohibited on collector streets.
Collecto:-s are further c12.ssified into two subtypes, including residential collectors and non-
10 "do t: 1 ^ 11 ,,.... Y" Ru-'rl~ t- I 11 ~,..t ,... 1 "'~",Q' ^.~ ,...~ ~ t""' ,.......,.: 1.;t~:... r::;.r-O,J,.-:. : 1 .....,.0':)
r....s1 ...ri 12.l....o..e~\0.s. ,_::'Iu~nda co c.... ors Ale Ov':'.ec c.cJa......n, v Go"", \"...... ._.>JL~;1t.3.! c...;~S.
Non-residential collectors are located adjacent to areas with non-residential land uses such as
light !!ldustrial and commercial/office use.
The typical right-of-way width required for two and four lane non-residential collectors is 70 feet
and 100 feet, respectively. Typical right-of-way width for two lane residential collectors is 60
feet. These widths may be subject to change as subdivision regulations change. Non-residential
collectors are planned to have a five-foot wide sidewalk on one side of the street and an eight-
foot wide bikepath along the other side. Residential collectors are generally planned to have a
four-foot wide sidewalk along both right-of-way lines. If an eight-foot bikeway is to be installed
in place of one sidewalk or if wider sidewalks are required, additional right-of-way width beyond
the standard 60 feet will be necessary.
The local residential streets provide direct access to adjacent residential properties. They
connect to collectors and arterials and should be designed to discourage through traffic. Local
residential streets typically carry 100 - 2,000 vehicle trips per day. The typical right-of-way
width required is 60 feet. Passenger and service vehicles are accommodated by local residential
streets; Parking is typically permitted on both sides oflocal residential streets. Local residential
streets will have a four-foot wide sidewalk along both sides of the street.
Other local streets perform the same function as local residential streets except they serve non-
residential land uses. Two lanes should be provided, and 60 feet of right-of-way minimum is
needed for these roads. All types of vehicles including local trucks are served by other local
streets. No parking should be allowed on other local streets. Other local streets will have a
four-foot wide sidewalk along both sides of the street.
.
--
Excerpt from The Dublin Southwest Area Plan
I
- ,
.
to four lanes to carry moderate traffic volumes of approximately 15,000 - 35,000 vehicle trips
per day. Typical right-of-\vay widths necessary to accommodate two and four lane minor
arterials are 70 feet and 100 feet, respectively. Two-lane minor arterials will require a 12-foot
wide, continous, bi-directional left turn lane in the center. Additional exclusive turn lanes may
be required at intersections which may require additional right-of-way width.
Generally, a 12-foot wide gras~ median will be required on minor arterial streets with four lanes.
The arterials should be spaced every one to two miles, with spacing increasing as the anticipated
land use intensity decreases. Parking should be prohibited on all minor arterial streets. A five-
foot wide sidewalk and an eight-foot wide bikev.'ay is planned along minor arterials within the
Southwest Area.
',,-
"-
, "
"- "-,
"-
" , __~~-~~~ c:-- _.~~C-=~:=~-::'- :-:____---: =-::
,
.
..
:
Rings Road - West of Wilcox Road
.
. .
Excerpt from The Dublin Southwest Area Plan
. ';j _ C)
e Uv. >. <Il
VlA C _...U .::J -0 <.l s::
.. _ .- -= s:: 0 Iii v. -0 -0 - 0 - -0 0 C)
e,) co: C >. - ~ e >. ~ u s:: .:! . - N ~ 8 :;l
':;5: fJ~ C=~=~':;Q -;:=>. ~~::: .. c:
.... Ill( (,,) s:: -= ~ = 'C _ '- :r.., '- :...-. ,... . c- N
O....J c: Cj ::: ~ " -~ !:! i) '" t:: ct C v: ~ -= ~ ~ :: l) I C
'- ;.. e CJ >._ - >.:: A.J c c.. c .: (J -::; - ... 8 ..::
e g il ~ ii ~ :: ii.::: c.::!i E.::: = g 2 s:: V'l v. e
I- _ Ie c: tfJ... C. tr.'=' _ W fIC &I: -<._ _ ~ N < - -
- ...
.... c ~ ~ 0
.5 Go) E c.. ~ &)
__ E._ _ >.0 -0--
tI.:l co:= u>.': u .::J;;; CU -
U ("Ie,) >...u :2 -0-0 a::.c - ~ -
Q"O OO:t.CI ~ uc~...u ~ ~ (5 :;
.... ~ __ e -g ~ .. ~ '::: a; t.O ~ > _ :: .. 0
E- ~ t) 0 :: () Vl t: :r ., 'w e" ... ~ C" N U
tI.:l I>J E () 0 ~ u .!! :: ~ -0 ~ ,~ u t: e ' 0: "0
.... ..... cc~~'- t.o t)C- ~> ..... - 8 ... no>
e:::: ... .-:: u ... c ell u 0:'" C ~ or. a: 0. C
,_, I- .~ 0 .: II) :::.. _ 'w '>. 0. ~ :::J N < - U . 0 ....
- -
~ ~
U. v. >-=
.. u - U 0
<: g. _ E ~ :::- "0 u
I>J + _ '" 0: t.CI- >. III
_ t.. u ., :: .: 'ii; b c -0 or. ~ .;:: t::
<: 0 E v. g- >. ~ .- c .!! 0 - :; oS
_.. u u 0 .::J _ cc.a: u u 8 -o:l f"l-
...." > ~ III - 0- s:: ()'- - - u - "- c: ~
...", ..... V) fJ -0 -,.. c... .. ,...
U e,) g a; u () -;::: u 'ii; III . E 1; s:: E V'l ~ III .;:: ~
= _ -:J ~ Cue. c:: c ~ a;'" _ - .- -= c;u
Z 0 () C Cl: ~ s:: :: ~.::: Co.': U V'l _ ' >< ..... .- a....
U ~ ..:: =: ii ... 0 II> >. .;! tn, 8 0 .- ~ ~
o '- ]:::> G3' c.. -~> -:; I ~~ c:
_ e 11 j ::- 0 - -g 0 =::... C V'l N .- ll) \.0 1::;
E- I- ~ .: E ..: a;;;; <.: ~ :::J N :::; N - ~ -= ~ Il.l
<: .~:; =
U 0 ~
_ c _ ~ c.!l .....
r.;' co: C ~ ell ~.3::S
_ ._ ..... u C ~ 0
U; Z) ~o >< -0'" ......."0 ~
..... ou ,::: u..::~ ~ .....0
tI.:l lo. _'-= cS:: -0 u:: (5 "1'0 t::
<: <: u '_ '" - .= U -0 ., C .::J U -0 U :l :.:::
, u:l; III .= - ~ u C .- V'\ 0; :> - oC::l
...... __'- u>.;;;... ::-00l0 .-0 cuM o;>u ::s
U 0 ; E: ~ ~ h :: E ~ .~ ~ ~ - - - I =' .: .:
= E..!!t:Il Cl:"';j-ooor. ueu Co. - ~ E 8 N:l ~
L. ._ ._ ...:: -c co';:: ... ~ C CIl ~ ~ JJ... -. "'e 0 0 '"
r- ~ c - c .... - ..,'- 0 G) I "... ..... ..-.
t=:l -- ~ ::: u c ::: u 'c '" ~ =:: > I o:l tr.l cd --
..,.c- juoou -,-c <... 0 V'l V'l ... ~
t=:l 0<:. ._ -:: '" () U a: __ a: ._ ... l") - - u.. ll) III t'ooc
I>J .- ....
.... .....0 E
E- ... ....~ c
tI.:l ~ ~ '" 8.E ?3 ~
__..- C I CJ ~ cO - ~
..J co: co: ii c c ~ -0 u .E - ....
~ c. ._ > 0 OIl 0 a: ~ v. e C) - o. III ] R t::L
~ __ s... VJ._ C. c - C'- en ..." Ir"". ~
Z ~ c.> ~ ill ~ >. Iii -0 ::... -:;l.~ ~ c/) '" E E U V'l E: "'E - Il.l
_..... "'>.... u;...b~ "'1Il~- ucU . u= Crd U
o 'C lo. u ... ~ '" "';j ~ -'" c ~ _.!:: il Co.'- ~ - V'l E ~ >.;:: -~
_ c.c< E Cl:'1ii -c C'Oj; ~.: c c. ~ ~ ~ -;.r:> ... "<r N ~ .!! g C ~
E- a:l E c c 0 e 0 c .- 8 c u - -.:0 u' . _:: U
... -;: c j u 0 ... C C >< t.CI... = u c > ~ I V'l ::l 0 "0 "0
U I- Co. u :i! () 0. u :::J ~';;;.: -<.E Cl: 0 n - N I- a:l Q) .-
~ ~~
rd \.0
.0 ,
_ >. ll)c
_ -:;l:t 8 0
>. ~ ~o~ ~....
N co: -g -:;l OJW;u q 0 '0
t=:l;>;::2: ~-o ~-:;l:E:i..l: 8 r- ~ c:
....J e,) ::l g-~ U;u g-:i N Erd
e,) c ~ ...u" > E - . u :l-
=: r:- :: ~ U .;: ~ :l CIl M V'l E 8 OJ -0 ~
-<...... :: < :: Vi ~ u.: .... ~ ~ ~;> '-;:
r- .- e ~ > aJ I ~-
r- _ 0 C'C = U 0 > 0 ' 0 ... U U
o Z :::J:: -<:::;E 0 .,.. N .,.. ..: c::-s:!
~ rs
..l: \.o~
, ~ e ~
C - +
t) Cl u *
~ ~ ...J u* -
u C) ... :l Co. c t=' g-
> u a; .- ...,,-
... .- 1-'- ;;::: '- <<:.... III
~ t ... I- I-.g .: ~ ~ . .
~ ~ ....l
t) II) 0 ~ CIl ClIl;;! Cl Bl r=
c '" u Cl: -0 C i.l E i.l.-
... -0 -- :t .- ... U U'- .- -
l! jr= .~ ..2 ~ ~ ~ t ~ ~ ~ ~
I- I-U- > < II) II) I- > I-Q
.
TABLE 3: BASIC DESIGN ELEJvIENTS FOR FUNCTIONAL STREET
CLASSIFICA TION
Number of Pavement '''idth **+
Functional Street Continuous (back-to-back of Typical R.O. W.
Classification * Through Lanes ** cu rb) Width ***+ -
'.
-
Principal Arterial - ..
No parking 6 89 feet 120 feet , .
. No parking 4 65 feet 100 feer;..>'
-.-......-.-... .~..-.-....._- --
Minor Arterial -
No parking 4 65 feet 100 feet
..
No parking 2 41 feet 70 feet
Residential Collector -
.. No parking 2 36 feet 60 feet
Non- Residential
Collector - 65 feet 100 feet
No parking 4 41 feet 70 feet
No parking 2
Local Residential -
Parking permitted 2 31 feet 60 feet
Other Local -
No parking 2 31 feet 60 feet
* Typical full cross-sections for these street classifications are located within Chapter Ten,
Appendix of this document. Refer to Exhibits 1 through 7.
** Number of roadway lanes, typical pavement width and typical right-of-way width are
based on need when the study area is fully developed.
*** Typical right-of-way widths include a minimum tree lawn of seven feet between the back
of curb and inside edges of sidewalks or bikepaths. A bikepath eight feet in width and
a sidewalk five feet in width replace two, four-foot wide sidewalks for non-residential
collectors and principal and minor arterials. Bikepaths along residential collectors will
a require a typical right-of-way width of 65 feet. ." .
.. .
+ These figures may be amended with the update of the subdivision regulations of the -
.~ ~. ~~...-:- . ..:
Planning and Zoning Code.
"
~ .., ';
--
-
Excerpt from The Dublin Southwest Area Plan ~ ......... ~.
~ I F
~ c:::::J L..-I
I
I
I
I I V \ 1
I /- ~CITY OF DUBUN
I I 1995 THOROUGHFARE PLAN
I !XISTING/ LEGEND:
I COIOO'lTEll REQUIRIID PROPOSED REQlIIRID
S'I'ItDTS R.O,W. S'I'RI!ZI'S R.O...
b leo FEET .--- 132-138 FEET
132-138 FEET ____ 112 FEET
___ 120 FEET _ _ _ _ 100 FEET
I ___ 112 FEET , .-----.... 80-100 Jlu:r
- 80 FEET
I 100 FEET - - - - 70 FEET
= oIIII:IUI L J:I~ 60-100 FEET - - - - '10-100 FEET
_ _ _ 80 FEET ---- 80 FEET
, ____ 50 FEET
70-100 FEET
70 FEET I,",",""''''''' ' I City 01 Dublin
L-,
e.... .,..~ ~ 60 nrr
I 50 FEET THOflOlJCH"AR: PlAN AOOf"TB) B't'
: ' 0 llE art a: DIB.Il CXllIlCL
p) ~ I ' 19116
1.::,0, ....
I ~ ~ IIA.IOR INTERSECTION 21-95
I IIIPROVEIlENT IlElIDEIl - ...
; (~ III IlJJ .. \
1-\
I I II 1 eo' SELDoM SEEN ROAD
. \ 60' WJ1RIQ'I"r ~-- ITID!~ · '\
I\~\, ~"~.n:.-'''~:;~, '.' ,-C~~~ II' 1"\
1\. '. . .. _._..~ -:::::-\.~ IN
.., 60' ~ _~'--_. ~ ~ ::
'q "'~ " ,.:-. 7: :-~_. - '0 . no ",; l' .---0::::. ~ 112' POWELL ROAD .1
'" ' ~ i 1'1.) \., I-- ~
"", 'i, 60' - - \~ ',' ~ -
,'to. . _ J_ - - .",~ ~~';.. ~~~ ~ ~~ 1
~~,.. ...J':U .)' -.... I
",,". -- ~r ..;;tl'SlJ.; ',.11: .....
, " _ ~-^ -""'" I.... ~I ft' f! ~~~ucv.I;~~~i ' ~ i\ rP. ~.......... -I- 11~"'"
'" ,'~. ! ~J~lO"~,,,~. ~ !C~J:; , ~ ....__ t.~"'"
. ~ ' , .. I\.. " ~." ijj ",:,1 :.ill .. ""' ,~ \-0
"~.' . ' . ':I'''' ,~~ t'" ~" ~
. _' f~;'I"r~~'~ ~i~,~",~:~ "~":\'fi~.'!l'~ \.. ~
" ~~qj.' ~"\~'i"~~JJ~O~ 60' \l! \.".~ .
, . I '1i.,~,,~ ,J "'"" ~ r !Ij", "',' " i3
_ .' ,I .... "" ,,%~." ~ ' ee ~ ~ ,Ili..tf"~' '1_ ,~ ~
_ ,.,.",'_ _ ..-, ~"\;~, .., \ ":'...",,' 1l,. < . !!i*~.;( .\-,,:~'" :, ~ lI1' Ol
_ ... ... ~ 80" ~ltl1., 1~.". '~~Ijj,," W' ~",'." [\.;,'tv," ;p' b
"."- "'~. ~ ' ~",*i.,'., ~ ~.. ~ I "i1~~~'il'..';oj '~"";I ~ ' --... ~
". " " _ '-i.tt ~ ~ '\ "'iJil~":<' ~"'. f, , .. .iiIi!IJ,'Ii,;. ,~ ~.' ~ ". .".'"',. .,.""'~ E. .'.if! ,...... -.....
'I! it 'I<~ ~ ',;;.~ I ~w ..-~ L ~ ~ " .. ~.R~, I. 7f' ' Ii; . -'. ... .~ L. "<Ci<', "I, I'IM'r n.
1 \ '0, c ~ T I. M: It';i\ *" 1 lliB - -" ~. ' ""
4..... ~ J .. HI ~,...~:..t; ~. ".!,<~ ...". il "'"""'. ''''''(* ...~ ,i1 .~" , ~ .
"' ' . " . I' ~." ,... . ~,~ 't..; "'jJ i .., ,,' -
".,,'~ 41 " t .. rjj1il., "10.11 ~ . ~ <iT't ,.,,4 '". '.Ill_ iI, .. '::! '..-'"", i!!<r\."~ . ."~ 'C . ",0.:. ," ...' . .
... " 0' "80", 'I lIl. I'l! . " .' _.:-- ','.\DQ" ' \"" -
.., \,; ,. 'fa .----...! it~,' ~_,"'~"".' ~ '\,~(Ii"'rJ il", .. ~f"l'lt': .. no ',-~.,J5~c,,"" U
"I ~ " \ .," '.' .., -'''''';W'v~:,,:;I, '''~' ~'l'" ~ ....~ I' D .... ,~!I . '- , '0 '\l i"jl ~~': "'7' M' ,..";: "
I ''<; " L ... '~~ <1::"\.11l' il.\ ~;l~ y,~ r"~ ~ Il';" ,.;. 6l'" r;' 8 'ol!!',,,, m~;{II ;,~~~I
, db. ~'~@) .. .... ''''''i~ . ~b' ~ :ifti .,,, . '1', .' '\7'" .. ..ri"" ~W;.,: I: ~
. <<.. '~, ~ ~' ..., ~ J;",,:''lli ~~ ~ c;:..... ~.. ~ ..........1. .~i" 8\'; <<.. = ~~< ~ ,,;'iii~iI1' ~'$'i ' .cu:
'''.:, "C: ,j~.~ ,Gol~ ,: ....,..... - ~ :::,~:5-_'c'':.:! 'llI" '-. . ?J," . '!1l"'-".. ..""~ 00!!l1 . 01,,' I,.." ~- --
. r~ ..cas ;!Ji } ~ ~ eo' 8 a::--e'O.,....,...p .-#"11.,' ~ '" rr ~~ .. ~ '!!:*I ~ /' ~,,-
~ \~ >_.....a...O;"~l~~ 1\~!l;}1'~.8 ~~:~1Io-~~-~.,.7~101f~ ~ .. "'.~~~,'IiI..~~,,,,,~;il ~
\" \ ~I I AI,l ",' .\'11 ''Ir,^~ ~ i''eo,.!l''f8...~.,t''!;I'{~:U' 80~;~.-~ "'"I'!r. ,- l~li r=J.
~ Ii:: ~ .. 51'~; ," ,i/lli ~ ".." . ~~l~{,~d-: jJj ~'~\ia: ,~, T1rP :.- , OI'~' . I
l II ! ~ ":,n., ''i:. 50' J;JIi);'; 1 " '..'- BiUilliOHWAy;i,,J' ~ - :=0"''1<1. < ' "-hi
~ . ~' ~~;JiJ-:: ~ ~.t1I ,80...,....., 'l1 " ",_/ll 'l!.O' ;',..: .m ~', t1:i . ~: '" p 100". ~t
\1\ g, \T ..~~~:~ ,.,~ ~Cf'iiv,J If ~~: ~l'1~ :f2;~\il c, ~ ~I-~!I.~~ .
'I ~ b'li'1I "'", 0:: ,~.. .;R.~.-~~l,lli~j ,,;: ~-","'~l.l;' ::~ ~'dWi~~' , I' , I-
~ , ; I I I\! eri ku," "- 6l!:~}..::J ~..f'.60';' T1rP \ft 'Gl ,', ,4t". ~ ~ . rc:;;',. f". .
~\ I i ~'~,~ .:, .:: ~ 6ll~~' ,~' ~"'~7.1 \Z,~ ,~,: )! "~ ~l""'~~~~ " . J
~' I ~ ;,/" .. 1:1; 1:" Ii. l! ii' '. " 11 ,~., ," ". ,- "
"1\\~' \ I '" r:- v~;, 60', f"H I ~ ~~' ., il~.'r. ffi~ if,; ~\(.1\~.. ~~ ;;- ~I 'ill~O./ BRIGHT ROMl~J:ilff -l-
\; ~ I \ "\..= l.q,'" U~, .. - .', ~2 l~~ :i-l2 ~ ~ ,~'''~ ~,~ '1t "'!I'J~'
I '.. ,~/F--;; lrJ.,'~ ~:,.,~V,f.~;; ~ o~i~Oo.~~OO~...~ ~ 'I.'_.iJ!!Mi' ,,~:~:'M~ -;,". " ~
.-.::~. ~" 'l!! i!l\ 'VI I', ~"u'" Ar!f~l?'~ .,., '.. ,:'f., ..ll_~~'"
~ ~0fJ'!.., "',, ~ ilo, ",' ~.~;:-- ~ ", <\RA'1lIUJ,';;r ,~, "-!1'~' ~~r"'," "I~'~If~"''''~''' '
-.. ,'/?" .' ;\';: ,! .' ;.":,POl'lT,,IlIl .' ",;-" .,.., ;l:j\;,"" ,"~. 'co'/'~~.,t.. ,-' ,':,,' "'. .. ...",,",. ~--~ ~
".{fl.. ~,.."t~~,. "':". ',...~..."... ~.''''',.''' 1'l<.,,'Il.C."."... -,,~"'..i.'-"';:':' "'c -.' "'" "~,.;.'., ...,...",...\..~.: ' o"._'~,r......... !Ill.'," ."~ :{;...>\C.'I60'........" '."- '''.'..,..".''.....,..''.'. ...~....
'I'! ~1 ~"'Wj.,,, ~ , t" '. . . ....".~II!.", .. ;;; ',' , '" i l.l ,:..;l!l< . 'J ~ ~., ..".........Rll-U>, . ,g
. 'iii' Illi..~,;..'~.'.,;'y'.'. '!.iU.,.",,,,,,,I:;.~ ~"'.~ 'Il'f;;, ~.~"'..."~...'jiJ.~F~2'.;, ~wi';~" i:.'~ ,~.~;.:.100. (f~.~."ll\ ~" ;t~~.. ~1iI' ~;.~~ tr-. ..' . ;,1 ..\'t~~...~..'I'.'.. i'?,~.',~..,.~. .'.'.:'1.':61.~.'
\"~ ~L~~I,,: "'''':1' ,;' , ,,' '1I'~ '~,~ ~~ ~ ;J ~ ' . ym..,,;ffi. ~-~~
",~", .' Jl. ',," ,'", " , .,"~,,"'" ,_ 1 ~ '" ..Zl ~,,.f-!,!, '^' <"g.Ji;l:>(;')jl A
~_" 0-', ~~J. "'~"" III ill; ,'I:f rt-mt"JdIOJI .'. -- 'lI ""l"\':~. ~~~1IlII . ~,... . It:~ '._,,, w~
(\ (> ','611;J:''lI'l. i1'lliif ~"~'''''~''.~'~.' ~,.~. .~. ~.@l.9.. ..r.;;1,'01 ',', ~...'Il<..'...~ .... "'.' :-.... '",": ~l!!.....;:;...;..!!._...,.',-.'..~ 't. <i ~.~....,"" "."",.",.~i] .~.~,~ ,~.,O.
>0 ... c' --.;;::;: ,.. . .~,.;<:.::;"~."l'I.ll',,V.r' i',;,1>l; I ' ," ",'ili~1 ~~
~I~ ~ ..:...~'\ ~ ' i . '.':--,,\.\ ~i~ ;:"GS~ :u;~ J'f"-,'N~;~~~ iiL,,~ '~. ~i"t ~",."1I2:ir~.,jp;!>~a,, ,I,,,,,
j j ~..... i"'b"i, '" ,~ .. ~'70t sHIER ~.. :<ri.1'~;.,\i~ ~.,~" _ :"~ .",Jtl ",;.,;" d~~, l' a :.,' oI~ i'" fl_~
"4'Q I. ' """"'_RINGS RO. ADi'O ,. .. ,. ~ "', ",' J .," ,'" ,'t.,y. ~ : f.:.:-'~ . :'. . ; 50' " ~"
~ ;:. '100' l)~. ."_, ',' '..,~" ..~" ~: Ii ..,,<. ~:, l' ;I" ~, ,':.../~" '1"- ..~ ..~;: ,<<",".,'.. ' :[:
- - I I , 'i>- "'i~ '" "12~ "~.~ a~" ~ l~ " ..~ "'. - '" ' .;-" ~',%! '" I ~--.;~~ ~T' f-
,'...... !;j'- '" :11' """'''.' "It' ~ "'~. '. ."",, ~ '"
~ 1 e ~<~'~q;,;:....~~~i\ll. .~..:;<. ~.".~!t.~..~,~~,. .it ~L III ",,7~ '"
'" 01' il!i\'_"'l\!.! . tr. ,t'9 ""',* I{!S' ,:~ . ~:' ~...'!l., .. I '" ,r ffi~
~ r- d-~,'o ~ '.,W..._.,.;,,-_L._~' 1\0'
'" 4; 0 ~~,. D. ,., ~,,~: ;'l;.... itl,.. ' ,I,~ .. "-.
"< ~ W;'!l ~ I'" . -. I,. ~ "". r( J I --
[ 0 ~ iJ. -,~ :II . .. ~ t ..,'" ,,'... I I V J
I '" 8 - 70' I ~""M"i-~ .~;;1~;" :!l;1liilii ,~!~. "," ~ ~r 80' RINGS f.. J I
!a . I " ,'\ ,. 2' 't" ~~. b'.',' ROAD I:" ....
~ 0 . ... ""~ . i \"' I:, :i" o"~' f.": ~,-; . -" -
I " ... 70' WOERNER, . ~ ~,\.lJlll,.... , ,.,~ .&[, ",:' ~ '. '~.' ,,$.L f ,r;.\:.l.' 'n. n::....,.J k ~"'T">--
'6 ~:TEJO'U! ROAD ~ . '" ,1< ~,' .. ~,~; ~ "" :ii' '. ~,~ ~ "" ! I /M-=l ' ..,
:>:l "",. ~"'"'''''''' 80' RINGS' " J','. ,.i!: ~\ 'r',f., >m ~~' ' }..;r, COLIJlIIIUS
_ ,,_ "'-,iIlI' >I; ~iI1 cO ' ROAD _ _,~ ~' , 0 ~ ~ ' ;;;
~ I I 70 '':".~t'.3' ~ '" lil 'ill~ " ~',~'C-,: 0 \ '~itJ W;l~ '1,,~~I\,r---; ~ .~~ b r.:::1
:.'1~t"fol 'I!l~",.; ~ ~ :Ii(":'J )(~# ~, ~_ '---.f
J 'Ii'.' .'If ri1 r!II "" . '. . !11 ~ ,~. '!> ~ -r-
1 ~~ .~.,. ~J 2l N .fl70\'~ '1~, ~ ,. r1~''Z 8_ '. ;"~\1~.t~l:;:. ~':~ \..~~
80' RINGS _t \,g);_,\ ~ ~~-". "" " fIIo m~' I-t'"' eN, , ~ T1rP I ., i'
_ _ lJ.otJI _ _ """"",,::-= - 80' t 1~..JiI." '1!<" % ~ i '; "l' , ~1"1Il 'llle<;,' \ROAD " . I :1
r- ~ \ _'C' '1' - -y 'I !II>"'" . <'142'::!13l1' az-l36 , 0 ~ "" ,]i' ~
' " ~ '!l · ~ ~ . ,\ "'-... .
, \ . \ ~~\ ~ ~~~.':::, C! q~ ~~ \ \ ~ I ~, . '" ::}::: ~ >-.
, \ ~\ 8~ \ ~J~~I: ~ ~l 1 '~'\ , ~ ;5' 'CF I'r:j'
~>o~~ \ ~ I, I' L^"; ~ "':'~ ~ "i ~ ''5 1 ,'$ ~\ ,~" e,r. Jl 33 I ~
"'.,......_ -1--- ~ \~ r.;~ '!: ~ ~."'~ \0" i~\ ~' ; A._
, \'...J ., ~.. /ij'JJ, ' ~ \ ~p ~ I ~
I i?-\ - ia ~~,. ~' ~ ~ \ i, \ J............ -r ~ h\ .. , ~ - f
\ "", '\ o~~
o ... ,~\l.\2 i
V1100,HAYD\ENRUNR )'~.. -~ ~-{l!~ \ \\ .... ... _ _~
, ~."\ ICM1li1nET ....
~ ' \ --.-
. ~1 _.,......_
. L g\ . ~ ~"-::-::r::-_._."""
--" ~ H1LLL\RD ~, ~...~ E::~_~_::::::::~-=:'a
\ t.~' :::~~=~~_;:7...
--- , ,,~ ~.==::..:...... - - =--=-
t
I r~
; I,.. ,_ I""!
I I
Ord, if. 1- 95