HomeMy WebLinkAboutOrdinance - 9580-1992 - Amending Chapter 24 Streets And Sidewalks - 12/17/1992L . :js
First Reading
December 17, 1992
Item 1/37
Second Reading
January 14, 1993
Item fill
ORDINANCE NO. 9580 ----
AN ORDINANCE AMENDING CHAPTER 24 OF THE CODE OF ORDINANCES OF THE CITY
0~ LUBBOCK, ENTITLED •STREETS AND SIDEWALKS,• PROVIDING FOR NEW CURB RAMP
STANDARDS AND ADOPTING UPDATED "STANDARD DETAILS;" PROVIDING A PENALTY; PRO-
V(DING A SAVINGS CLAUSE; AND PROVIDING FOR PUBLICATION.
I
1 WHEREAS, the City Council has determined that the changes hereinafter
made are to the benefit of the public health, safety and general welfare and
a:ie in the best interest of the citizens of the City of Lubbock, Texas; NOW
TnEREFORE:
BE IT ORDAINED BY THE CITY COUNCIL OF THE cnv OF LUBBOCK:
SECTION 1. THAT Subsection 24-48 of the Code of Ordinances, City of
Lubbock, Texas is hereby amended to read as follows:
I
Sec. 24-48. Compliance with article prerequisite to issuance of
building permit.
Whenever application is made to the Building Official by any
person for a building permit to make any construction, addition or
structural alteration on a building or other structure, or to pave
a parking lot where a permit is required by this Code or any other
Ordinance of the City on property adjacent to or abutting on a
public street, where the existing sidewalks, driveways either pri-vate or commercial, curbs, curb ramps, street curbs and gutters
abutting such property do not conform to the basic standards,
specifications, layout, details and designs provided for and
established by this article, or in the event when all sidewalks,
driveways either private or commercial, curbs, curb ramps, street
curbs and gutters, required to be constructed have not been con-
structed, no permit shall be issued by the Building Official until
applicant for such permit shall agree in writing to construct,
reconstruct or repair, the curb, curb ramp, gutter, sidewalk or
driveway in accordance with this article as a part of and a condi-tion to the issuance of such building permit. No construction,
addition or alteration to such buildings or other improvements
placed or constructed on the adjacent private property shall be
approved by the Building Official, until such times as all the sidewalks, driveways, curbs, curb ramps, street curbs and gutters
have been constructed or reconstructed and comply with the provi-
sions of this article.
SECTION 2. THAT Section 24-86 of the Code of Ordinances, City of
Lubbock, Texas, is hereby amended to read as follows:
•sec. 24-86. Des1gn; layout; plans.
The design, layout and plans for construction, reconstruction,
alteration or replacement of all sidewalks, curbs, driveways
either private or commercial, curb ramps, street curbs and gutters
shall conform to and be constructed according to the design,
layout, plans and details shown and provided by the 'Standard
Details for Construction of Sidewalks, Driveways, Curbs and
Gutters,' dated November, 1992, and including Plates 1, 2, 3, 3A,
4, 5, 6, 7, 8 and 9 which are hereby adopted, copies of such
being attached hereto and incorporated herein by reference as
though set out completely in detail. References in this article
to the City's standard plans and specifications or to specific
Plates shall mean the version dated November, 1992. Copies of
which shall be kept in the offices of the Building Official and
City Engineer.
SECTION 3. THAT the Code of Ordinances, City of Lubbock, Texas, is
hereby amended by adding a Section to be numbered 24-102 which reads as
follows:
"Sec. 24-102. Curb Ramp Requirements.
Any newly constructed or altered intersections having curbs or
other barriers to entry from street level pedestrian walkways
shall contain curb ramps, except as described in this Section.
The design and construction of such curb ramps shall be in accor-
dance with this Section 24-86 of this Code, and the following:
(A) New subdivision street paving plans shall indicate and be
constructed with three (3) feet of down curb and five (5)
feet of transition on either side of the down curb located
at the center of each street intersection radius.
(B) The concrete flatwork required for the actual ramp construc-
tion in new intersections will not be required unt i 1 the
sidewalk is constructed with the building permit for that
corner lot.
(C) Ramp construction will be required at existing intersections
with the issuance of a building permit in all cases where
sidewalk construction is a part of the permit except that
ramp construction will not be required with the issuance of
a building permit on existing streets in uR-lu or uR-2•
zoning areas.
- 2 -
(D) Ramp construction required at existing street intersections
will require removal of the complete curb and gutter section
or a vertical sawcut adjacent to the face of the curb for
the curb removal. Removal of approximately thirteen (13)
linear feet of curb and gutter or sawcut will be required.
The typica 1 curb ramp 1 ocat ion at an intersection is the
center of radius. A deposit for paving repair costs will be
required if the complete curb and gutter section is
removed.•
SECTION 4. THAT should any paragraph, sentence, clause, phrase or word
of this Ordinance be declared unconstitutional or invalid for any reason, the
remainder of this Ordinance shall not be affected thereby.
SECTION 5. THAT violation of any provisions of this Ordinance shall be
deemed a misdemeanor punishable by a fine not to exceed Two Hundred and No/100
Dollars ($200.00) as provided in Section 1-4 of the Code of Ordinances of the
City of Lubbock, Texas.
SECTION 6. THAT the City Secretary is hereby authorized to cause pub-
lication of the descriptive caption of this Ordinance as an alternative method
provided by law.
AND IT IS SO ORDERED.
Passed by City Council
1992. Passed by City Council
199 :3.
ATTEST:
~ Abbe, Acting City
Secretary
LLC:Js/AMDCBP24.0R.D
Dl•Agenda/October 21, 1992
December
APPROVED AS TO FORM:
~ ..L~ ~£___,-L__-
ann1ng Linda L. Chamales, Assistant City
Attorney
- 3 -
FOUR FOOT SIDEWALK ALONG PROPERTY LINE
B
Expansion joints
NOTE: All expansion joints
to be 3,,14•:
A A
I
4' sidewalk
Expansion joints spaced -36' max.
NOTE: Maintain constant ~ter flow lne (No scale)
ea.-•'!' .......... V2 ... "''7 slob at 4 intervols. . 1 I
SECTION A-A
joint. F Exponsion •--. )~~-?: I { 4" min. thickness
""-.·~·• _j); of.~ olk ~.;,. -----· . f
SECTIONS B-8
(RESIDENTIAL)
FIRE HYDRANT, POWER POLE,ETC.
MUST HAVE EXPANSION JOINT WHEN
ENCl.OSED Ill CONCRtTE.
...
i r ·-· · ··--\Alrioble ---~-----~r---4' sidewalk -----1
-------w--••---•~,._.,!. .. ====:::::::====== __ -_:-41•.&.-;~.ILl,•A ;.,...,:r,, __ :--,__ _ _[-r~--=---_-_-_-_--;.zc.=-= ---r,.,.--, ...
f-1:;:; -•~·· / L,'I 4 min. thickne11
•!-~· · No. 4 bar 2" from sidewolk
· Curb removed.
Curb and gutter completely
removed ond construct
Commercial OrivewoY. Gutter,
os shown on plote No. 4
Reinforced gutter section to
be poured seperate from
driveway.
(BUSINESS)
616 10/IO wire mesh
centered in slob.
in center or slab.
No. 4 bor 2" from sidewalk
in center of slob.
NOTE s See other Plates for
Curb Ramp details
November, 1992
6° min. thickness on
commercial driveway
ond sidewalk.
s
B
SIX FOOT CURB-BACK SIDEWALK
---+--~=~liDL~ I
(~ . FIi£ H'tORANT, POWER PCU:1 ITC.
~-lllUST KAVE UNNSION JOINT WHEN
-c.. .. ' UICU)SED a ecftCRETI . . ,..1' "
A . A
.,... ___ [Jq)Ol$0ft joints
• See frontol view below
Non: Alt expansion ~ts to be 3/4 ·:
NOTE: Maintoin COMblt cutter flow Hne. (No scale)
SECTION A-A ·
Contraction ll'IOf'klngs V2 wa. J through. r
slob ot ' lnterYOtl. 1 I . .
f E,,.. .. nlolaL .. /::•1~ ± •". min. t~lckntH -~. • a,.~•_.!:__ ~ of skl!lwolk . ..
SECTIONS e-e
. :
\ ...
• •
•
,I r -.:::•_r_,A_L_) ----.+• ---""rtoblllll ·-------. !
1.-~·-_..,. ---4 -..!-------:=:::::=~_•_-_.!-'::: -~:::::~~L_--.-...:;.-•!.c~.:..~f;...:. ~;_i, ____ _.L._t4;m:~t~-kn-,-.. ----t----,-
• ..
(BUSINESS)
c..b and ',!Utter completely removed and
o::mlfruct C<,mmercial DriveY!.9Y, Guttc!'.
No. 4 bar 2" from 11dewalk
In center of I lob.
cs shown on plate No. 4 ~~------:-1111.::" ____ _........_-"'--a1.11~:,Jdl.-----
Reinforced gutter 1ection to be 2' ·
poured aeperott from driveway. ......~~~~---
NOTE: $ea other F~?E~A:..,. _,,..,,.
Plates for ~ .
Curb Ramp details
B
e
FOUR FOOT CURB-BACK SIDEWALK
RESIDENTIAL ZONES ONLY WITH NO DRIVEWAYS INTO PRIVATE
PROPERTY FOR ENTIRE BLOCK LENGTH.
PROPERTY LINE
A
••Ok
·'· •: >-.' • , .... •t; •. .. ,. ........ i·
Expansion joints spaced
36'max.
NOTE: All expansion joints to be 3/4" thick.
SECTION A-A
FIRE HYDRANT, POWER POLE·,ETC.
MUST HAVE EXPANSION JOINT WHE
ENCLOSED IN CONCRETE.
A.
Contraction markings 1/2 WC'/ through
slab at 4' intervals. Expansion Joint.
.r" sidewalk
4" min. thickness
of sidewalk.
SECTION B-B
( RESIDENTIAL ZONES ONLY)
(NO DRIVEWAYS FOR ENTIRE BLOCICI
Expansion joint.
NOTEs See other Plates for
Curb Ramp details
ii ..1:
• ..... Ct
ii
4' S10EWALK
November 1 1992
<t
I
I')
0 z
lLJ
ti
..J a.
• 0
t .
•o .
~
. . TYPE A .. : .
=co 11/211
. .
. "" . ~i[ ~ ""· .. .-'-· Down Cur Section
..
• ~ . . -.
.e . 4 . . . • . . . =co ... . '! . . . . . <4 ,0 . . -. .. ,. . . . . ~ ~ ,·. o" ;·_ 1' -6"
911/16"
$ 3/4"
41 4"
TYPE .... 8 .
., 11/2" =
A' co . .
4 ?---. . . .. 4
• ~~n ·u;b · iectlon . .. -.. . -.. .. . . .... . . .. . .. IIU) . ,d . • . . 4 . .
# . -4 . .,, .. • -.. ~ I-9 11/16" •• ,· -8 5/1611
NOTE, CONTRACTOR MAY USE EITHER OF THE ABOVE SECTIONS
r 911/16·~ I 1/2" TYPE C
T ;. · •. . I . . •-<, ..... -• ...... ~
:
• .•• • ...... Q, • •. ; •••• •• : ..; •· • • : •• : • .1; : .. : . : · 1::: .... ·.. . · .. :_-. :-: . ··: V' .•• :. . . "°. . . . . . . . . . . ·1,-. . "° . . . ., <Cl • .I""\ J 1'1c - • . ~ . • • • • • A • • • • • • • • I ., • ..;•...;...· "';;:...wt . • . ,.., ... · -. . . -. • 1· :ne· ·. . . . .......... ,--<D ••••
,• !b ''• • -\'I 'P'' "...; 1.'°'• ·••• t--. 3" I i,.._;Jle ...... : . ·. ·, ... . .'-. 12 . . 4. : _;·I. " .. "'. :. ... j
1-h4 •2 . ..,..1t-2· s· "° ~-· "~· ~P" ·s-'·,·~;~• -~ ... ·
0
· ..,~· ·~: ·. ·...:..:...·. ·:.:.:.:.· -~:-, i,;~ _ __:...J.:·. _·. ,··1···· •••• 1 .. • . .. • . • • . • • " ... • . • : • • • . • . . fi.. . . . . . , . ·. · • I .13 · · · · • · • · I • • · · · "'·. · · F. · • ·I· t · · · :., . . I . ,4 • • • .,v • • " • • • • • ~ ,<f • • • • • • • • I l I
I-~-.-~ ~ 1;,;6 .. --· ...... , ... ~--... ~-'-1 ----1'-a s11s" _u ____ __,.,-.1
NOTE : REINFORCED GUTTER SECTiON WILL BE CONSTRUCTED WITH THREE NO.
3 t BARS RUNNING 11'HE ENTIRE LENGTH OF THE DRIVEWAY SECTION AND
THE THREE HORIZONTAL BARS WILL BE SUPPORTED WITH THREE NO. 3 (I
DOWEL BARS 12 INCHES IN LENGTH AND ON IS FOOT CENTERS. LOCATIONS
AS REQUESTED BY THE CITY ENGINEERS,
TYPICAL
November, 1992
CURB 8 GUTTER SECTIONS
FILE NO. 2-A-57
~
C 2
-a.
r: ___________________ ,, _, _______________________ ....,.,, -~--••U-•, i-----•····• .. --.i r"~ . ~ l!I jif fl/!!fHUCT[D __(,.,'s!_ 1t•,a111«s---:--------• ~ -11•UCTED ~ ..=&."'s-%%%\ffl::;:;: .:t;t~ m " lo, . · • • . . r" t,it ILOPI >-Lal _. _. <( ALLEY TYPICAL STREET LOCATIONS FOR PLATE No. 5 .. A. A SCALt:: 00 WHEELCHAIR RAMPS November, 1992.
-r-== ~:-~·~ ,~,, ~ iif:= ... . . • --. -Ill .... ,1 •• :, ·.'(II·.·•·.·•.. I ::::::s I ---•. • .• .. :•• -.·;-.. - - -~ ____.. -11---1,, . ... . .. . ..... ... ._ -t •"F:.1---.. -•· . .. .. ·. ... .. ... . -.. . • •. •:,.·. . "'· I ".._lirr___... -----.--Sli;:.Ct/O}J V/E.W aJ'R8 a GUTTER ,o ,,, = 2' I ,1 10 /:/20N1 Vli:W I''..: !5' VARIES 10' TYPICAL NOTE: A skfd resistant surface shall be made of the 3'x 5.5' ratrp section utilizing a diamond mesh pattern (or equivalent pattern approved by the engineer). Minfl!UII pattern ·openings_ shall be 3/411 x 1/2", maxlllUII openings shall be 211 ~3/411• The 31 x 5.5' rallfl section shall be marked using a 411 wide n.!12!:! stripe placed longitudinally along each outside edge of the rallfl section. The yellow stripe may be painted or taped as per City of Lubbock specifications. RAMP :i 44.0fr COllCfete FkltWO«'lt PLATE No. 6 November, 1992 CITY OF LUBBOCK~TEX ENGINEERING DEP 1. CORNER CURB RAMP · W/ TYPICAL 4' SIDEWALK ALONG PROPERTY LINE . ---------~ITY ENGR. DATE31 Dec91 FILE NO. _____ SCALE1 l11: 10' G.W.Q. NO. SHEET -OF_
---. ,, ' . . ~iff.:= .. . . . . . . . --, . -.... ,, . .,. .•.. .. . . . , Ill ~ · • •. ••·. : ••• ··• • • ·•· -· - - -,____.. ":::::: I 11-:S fff . ... • •: · · • -.·.· 11:,r:• .,. . -=:-•. · ... ~. ·:,-:,-....... ,. .. ., ..... , ·. , ·r....:.,,....-·---:----SIEC1/0}.J V/E.W CURB 8 GUTTER 10 ,,, = 2' I ,, P'/20Nt Vll:W ,,, s: 5' IO VARIES 10' TYPICAL MOTE: A skid resistant surface shall be made of the 31x 5.5' rllllt) · section utilizing a dl8fflcind mesh pattern (or ~lvelent pattern fll'Proved by the engll"l@er). MlnlllUII pattern openings shall be 3/4" x 112•, 11111xhlu11 openings · shall be 211 1t 3/4•. The 3• X 5.5' rl!l!fl sectfon shall be marked using a 4• wide yet lo•i stripe placed · longitudinally along each outside edge of the rllll'f) section. The yellow stripe may be painted or taped as per t City of Lwbock lpl!Cfflc~tlons. RAMP = 44.0 ft2 Concrete F1atwork PLATE No. 7 November, 1992 CITY OF LUBBOCK~TEX ENGINEERING DEP1. CORNER URS RAMP W/ TYPICAL 61 CURB-BACK SIDEWALK _________ ,CITY ENGR. DATE31 Dec91 Fil£ NO, _____ SCALE, l" : 10' O.W.0. NO. SHEET-OF_
--r-==~~-a:-~ ~,, ~,,~ .... . . -, --............... . "' ::::s • • •• • ••• -11,-;;,,, ·• • • I _____. • •••• -~. ---=-ii • • • : :-, • • • •••• ;• • .a.. -:--.,-:-t .. ,. :. t ----••• .,. P". ... .. • "' •:.· .. ·. ,•"'·I .,, ...::. ....... ·.t".,...-----...---i SEE.cr,oN VIEW CURB 8 GUTTER ltJ ,,, = 2' I II P/2.0A/1 VI.S:W ,,, ,= !S' VAAl£S 10' TYPICAL NOTE1 A skid rnfetent surface shalt be lllade of the 3'x 5.51 r~ section utflfzfng a dlefflOnd mesh ~ttern (or equf~lent pattern epproved by the engineer). Mlnl1111.111 pattem openings shall be 3/4• X 1/2", llllxfllUII openings 'shall be 2• x 3/4•. The 3, x 5.5• rant) section shall be llll!lrlced using a 1,• wide m.lsM stripe placed longitudinally along each outside edge of the r~ section. The yellow stripe may be painted or taped as per Cfty of Lubbock speclffcatfons. RAMP• 44.0 ft'-Concme f'latwortt PLATE No. 8 November, 1992 CORNER URS RAMP W/ TYPICAL 61 SIDEWALK ALONG PROPERTY LINE ---------CITY ENGR. II I DAT'13l Dec 9J FILE NO. _____ SCAL£1 l = 10 G.W.O. NO. SHEET _oF _
SIECtlON V/E.W CURB 8 GUTTER 10 ,,, = 2, -,, /:/20Alt Vll=W ,,, • fS' 10 VAmES 10' TYPICAL. NOTE:· A skid resistant surface shall ,be made of the 3'x 5.5• r-., section utilizing a dfllll'IOnd mesh pattern (or equivalent pattern approved by the engfne,er). Mfnfnun pattern openings shall be 3/48 x 1/211, maxl11111 openings shall.be 2• x 3/4". The l• x 5.51 rllllf) section shall be marked using a 4•1 wide yellow stripe placed longitudinally along each outside edge of the rllllf) section. The yellow stripe may be painted or taped u per City of Lubbock specfflcatfons. . -_ ... RAMP• 44.0ft2 Concrete F1Ghrorlt PLATE No. 9 November, 1992 CITY OF LUBBOCK~TEX ENGINEERING DEP 1. CORNER CURB RAMP WI TYPICAL 41 CURB-BACK SIDEWALK ---------<:rTY ENGR. OATE3l Dec91 FIL£ NO. _____ SCALE1 l11: 10' G.W.O. NO. SHEET-OF-
City of Lubbock, Texas
Traffic Engineering Department
Revised November, 1992
PROPERTY LINE 717
DRIVEWAY STANDARDS
PLATE NO. •1•
' ~) J_l-_.i.....:::;;_ __ R_
\J
I R
R
R/1,/ I
s
. -__ J_
PROPERTY LINE J_ 1-----'-'---R-
VISlBILLITY TRIANGLE \J
RI\J,
R
ISLAND :SO SO. rT. HIN. ARE:A Ir USED
SEE OTHER DETAIL SHEET >CR CURB RAMP
Dimension
Residential I Reference Commercial Industrial
Width w
one-way 12' 15' 20'
two-way -minimum 12' 30' 40' two-way -maximum 30' 40' 50'
Minimum Radius R 5' 15' 20'
Minimum Spacing
from property line p R R R+5'
from street corner C A+R A+R A+R
(50' min.) (50' min.)
between driveways s 3' 3' 10'
Minimum Angle D 45 deg. 45 deg. 30 deg.
THE STATE OF TEXAS COUNTY OF LUBBOCK R-1482 Before me ['Pt t i Tr: t e a Notary Public in and for Lubbock County, Texas on this day personally appearP.tt T _ ,J _ Au f :t. I I , A cc o u n;, M tin i" 11 e r of the Southwestern Newspa-pers Corporation, publishers of the Lubbock Avalanche-Journal -Morning, and Sunday, who being by me duly sworn did depose and say that said newspaper has been published continuously for more than fifty-two weeks pri-or to the first insertion of this--,b1:::-e--fil EE1e..t-a+l-t11l~-i:1(1-¼t-illiri:Ca-1:111!----------------------------------··o. 106• 4. 09 at Lubbock County, Texas and the attached print-ed copy of the I f r:;, I No 1 1 c e ,ta true copy of the original and was printed in the Lubbock Avalanche-Journal on the fo!,low_ing dates: Jen u n r y 1:6 , 3. 9 9 3 29!i Wl! .5~ ~-162.25 ~G~ tcc~unt Mnn~rer LUBBOCK AVALANCHE-JOURNAL Southwestern Newspaper Corporation /Jd&Jd NOT ARY PUBLIC in and for the Stale of Texas My Convnlsslon Expires .........•........ __ _ Subscribed and sworn to before me this 21 day of. J "nu., r ~ 19~ FOR!\158-10 PATTI TATE I Notil'Y Puul!c. Stale of l exas M My Comm1sf·'ln hpires 6<-10-96 § OOO'IOD:Q 'M4'1w.,l J•..:.a•:IE •• _, ' • ' • C '0 • :.; ': :re.:. '"'II! ';o..:; ': :IE.!.' "'Cl: ':"' '..10 • 1t10Zlll11C' '111•0 '.,QC' )~z ........ i~~~==o~! i-111::-0~:12 ~:111u~111g•oa:12 ~=~~l!i>!2g-e2 ~08t~:i;oi -~ 3 o----., z~o 111111~-o -a.-111-~ a.-111-zo2•111~-•u~-a.· • u-c .. oza.• t!:;;;i::igi~:i i ~~~!8iE:if i..~gia~ii:i~Qz ,-~gi;~s~:;!=f!~I I !i!li::~~! I <zo:,-ooo~00!f o 111.:0..,0 -2•-0 111•6•~ -o<-0 111«0...1f<1L .. -~=o•c O wt-111 a..o•~ 0 L~:!-111!z .. o:5z•!:!o. z ucgi!!u oi z u•g~ir~--ot z u~3 .. a•08a.! cfw~ z u~l~l-~f-~ z ~w•J~z••;z:,•~i~I ft ~•.._v;•gi!• ft :• ... vct-81!• ~ ~=1Lo111•iuz.,!t-~• ft ~: .. tift-~• ~ 111•-..J•g•o-O•wc • Z za:OO:,ouoOL •'Z z•OOQO -aa. • z z•0•-':-111•zOZ~:, Z Z 111~« ..J~:, Z ~~~~~o8~~s;i~~i~ i o~ti~!o~~i~ ~ 0~~;;!3i~tl ~ o~!t;da!~:i~~~: ~ a!~~i=:~d: I 1i~f:f!!i;~!i~~f ! :l~i~j!;~i§ ~ ;)g~~i;;~i§ I ;i:i:!ii:~;~!ii ! ;li;Jls!ii I o 111oOJt-1110zf_z~ ~dh~~ ~z•<• •• ~0•~J~uz•<• ,~-•~~ 111 Oo~& .,.-,. o~=o~b>-~Q(IL..JZo:i111a.;11:2 :,111~ •• I; ,1a11g,;~:r•J2,...1:, . : ! z1Lt:!!~;2 ... ...1:::.1; i,; l~u.a:!2:2:!!!0U.:z;ce ; ., ... ,Zzi;z:c!:! 00•-C• .... -t-00..-~ • •' ,' . "l'I'!;~~~ •UL• •: ! ~-.~U'":"'l t-C~II.; ~ ; - , 0 &t-r'",~ •> • '-o i'-:-•';", , . • . • f •••• olllj:O:.•Oz<l::i,O z8°-•~!zco•! Ml UJ_,-,c•Z"'Q :Ii 111t-,cU !"o<C-<l!i;:~~~~il~ ~ ...... :oz•~•aa. zOO •«<c&-Oz <.t;~oo0oq;~2 zttuuz._za.'!I• .. t-i5i111z0c.,c:,-a.111;i «•"' ... z .. 11>;! •-~-o~!a•-.. z.,>41; z:,::o::i•2 .. .=o!:i-'::, <'-lo°' ... :>aea.o•~... I:! ., .,.o. o.:z0tw: 111 zlLILwtat<Q"(lllzO -:--oo:. .... Q.__... Ill!'