Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutAppeal of Board of Public Works Decision WSDOT-Noise Variance/SR167-1405 (2000) •
•
Washington State Department of Transportation
District 1
Noise Report
XL0647
SR-167
15th St. SW to S. Grady Way
M.P. 13 .85 to M.P. 26.48
February, 1992
P "
J'l
Donald S. Anderson
James Norman
S '�
Table of Contents
Vicinity Map 2 .
Project Description 3 .
Characteristics of Noise 4 .
Table 1 - Sound Levels and Human Response 5.
Noise Impact Criteria 6.
Table 2 - Noise Abatement Criteria 7 .
Study Procedure 8 .
Impacts and Mitigation 9 .
Impacts and Mitigation(continued) 10.
Impacts and Mitigation(continued) 11
Construction Noise 11.
Table 3 - Leq Values 12 .
Figure 1 - Unmitigated 2015 Build Leq Values 13 .
- Kent Commons Playfield
- Lincoln Avenue
- Naden Avenue
- Thompson Avenue & Vicinity
Figure 2 - 2015 Build Leq Values 14 .
- Shattuck Avenue S.
- Crestwood Park Apts.
Figure .3 - Mitigated 2015 Build Leq Values 15 .
- Kent Commons Playfield
- Thompson Avenue & Vicinity
•
a� �nu.c
Ceriar •.�"5 •'' L„. 1 :Na'sr' :xi}srg ,T P.oint•�4 : -{rails .1
E:rrJ :
• •`> lJn\'� 1 •..eves `n' . rear..:c:t •= Z. ' •=-.r -t sw, : ar
-ii t. `,'� c....-r-•ftl:\ c. s t'�_!t• ,` � sr+• •r i < �•n \::;...
.'. �
y•.LC 11= \1 Medina,.,
-;='�� _ �\° Seattle - l''....4.4rc.�n; ,3s•ad'c.wl r;n. . :,IBelleve_ = •
f T - .
r'1!n _�L ._".targ .. �` �n_ i Com%n Cd • b:liau.-+ S A c.--, - _ e
I h �Seatt....3vav= . ` yn.. i.onl. \ _ - �r t:- .
Ovw.m.sn_ - lr.v.n:ry \ r Tran^ ..r \
1 � 01
_.�-) r....a �1 Ld---(7riGn�eo . \_• n _ �r Beaus Y = cis. _ "...2,..-7s..,r/�
i 1 ,...47. L 90 . Will Arts a % .� •4 Y 0 .a
i •/ • :.+.�\ pl::1! t ,'EM . 1 7 2 n 'Is
• Fbinq .ilki I f •
e 3 - -.. t,. z MA 0'�90
1,i I I `/ Sr. f Ciin 163 :l Baa•.,•a UM •r•" it.sw
_r �a� _ \ I n atm':.- ° ` �. ( � .• Commoner s r 'ae "
vfd J' 'ay ',ren ' •- a %. 'a••••.a t57 titre;cer l r/ •' r Con.9. -Sommcmisn s.••
9
:.r ,\`� `.�3 / . `�_. . , l LSIand I , � _ .,r.t�ortr+- eo » r
i! I + - -l' Y - \ t;\ 5 41ov...s / c :P,::, J i'
Bloke Island i J 1^ = '* s ca.". ' :r (/ 1 ` rr •• ',. 2 1M1
I • < • 1 .:�. 1 .
go mi.
'/ = 7.7. s So,frij•\ N , /...•'s;T 1; i..„...
o- II LI
_ i se�•ra• `. ® r::--.' c' �' lr—. ah
CO.-am /, 1 1 r/.in `'..,`""" *.s+ro^ "''S4 1\~. `• "t IssagU
>.-ame:iJurf= _ I:� �—_��Co..i - \ ",..,1,7_1„, I^\
•
^•�.w, Imo, i ••.�1`� � % \ �' �. _
h�ar� END PROJECTi_;�._:, --\_14/1°,.,,,, ,c',...-:j\lt,»{ 1a
• / r•. a , 1
ix. / TI ) .\ :n�aar ac.r��s=uR r_)� ..='s: - • �1, 1;
(....S• Grady Ways • , 1CCD
\7 _�' •• . • �-:`_'O1_'�-"-Renton "^I /1
I 1 - s 1 _ee 1T L Kathleen 0
re 11
/ J, M.P. 26.48 = I{ j Riverton , \. ukwil: !';. 1` VV p
/ Ga"v' '' \s„....:, �s?7_nl:1L '�2a_�?c,7 `° - Cedar I,
/ �ar Point Seahurs: .t._~ a4.•.5� .t1�, a) =
/ ..1� • 1 Bead i Yl l ........n j f Jal % .r 111. 1
•
.r
'1 r' .<s eo` e; 'S. `/.'�I \Ga?OR II"II �/� \.-
sr. f: PairnVod a og' '
$ Pofnr C - en - (F1 5_ f lig sn .. L Des'.e ca°�
••` � - Normandy -'N +a f,."'r. (j (6 �y ( _ Q « s L
I ; ; _ Park SeaTac II�:.-�� -'t �_,,� '' --\, Hr,
N rtes- Cellon O1? I '/T ;os I ( i >7\ ( "� n I
.. Des 7_3. / • "las: < (`Snadoe I lucre II
-1
/4 • 1' Pora°• i c v Vater
T z o Moines,2 ) r I� _ ` �� w,
L!, ` - , s,, �I= Kent ``, • .• _�. n `'
• ,.."--N .04mo'. u noD,Mon l fl x T \ _ 7 `�
5urtont / Point Zenth{� . 3' sr i. v .,.:J _
\ ▪ r—�J• ` • JO 1 \ FrghGn. . . 2 I % ^ C I w.:en+esl L
r i/ =a`Dodeon/ r ,. scltwote A -C �j ' 7 1? • �. t,„,,Lif+ • L 4 cm a Farr Comez
•V IVJ I �- - .
s • a1 I� ) ., \ v� Tx Liv$ �.r • ..�y } 1 a it it81 J� PAS $A�i E liQ'rC' T ° I 'r, Covington _= Y VeleA®trsd�l r;
t2� Redondo S:r L s v'r '1 l- c "`
3 I c a,oro •s.rrre..
. Pant 2./••••";:r5 1 -(N =, = s ,y 7
•
\S•rst......'
• --y ma I i Dash �� L1C t81 $ 1 `,l C,:,S. o Morton • a p
rp c1 Pwrt sl /OasAN. Point/ 3 ctrl sT .c:--Tr t. 5 ^ O �i a
•• � PSS SSG Pace 4• 6 ® r� ` 1I )< '_
•
..r__,.. s-•rr, ST
p n 1..:: e e xee"."10° '" !' Black amond
='Pant Defame Part , '' - Auburn •o L r : ,Fs`o
\i Zoo&Aavariaan tg,ow,ry / \. _ r Federal W y •i%..3It O ' ' rbnesl+oe
•
•icaustoo rain( „aery Twas\. • T = i s+ ) L—4}r- .-77,--j,.• L Helen .usver-1�� L
.. G�^� la— si 18 . r:. :hn• L btonc.Tft+frh 3'6
C ��•,.CON.uF.w_NT o ''. _ °• 7 •
r�. QG. 0.a s,s.. " scc ° �1•._e`•+r .•.:e• ° >:cO,a.. ..//. • .1 i-
"st"' \ e! \` \��"I S. u- 41,-,,viL..m .' Arm ;� Cs!, , V
::-.1-/-5.; .1"rn': BEGIN PROJECT 3-< <>r..,: "'r`— '' :— °a, r Taming
Y` < r tet L s ?aciuc.+ -��I _ Gc su
° «�l5th ST SW E_�.., 5 -3`' ter"' /j KING CO. r ¢. Y
n s" `'' �i'' 1 PIERCE CO. ,a at i I a
1;5:D
a>r
�� �•M.P13.85 - at 2 - \rr
1.1 rh .t• _r Fife P '�`�Rr a1(\ �,. a ."".
sT
nt'� madl'< AT t7Q5 ��r.�.�rQ.K Milton :_�;,.,good! bre +� �J\ - i \?:
•
\1\ c04
`. _ - —
+ Fir re [ �' � }" o T 1 •
i = Lr'Q "r• Y'41. a E .ACF 1
Chin Tacoma �_. _-
- a{ ir � .ti "';r 'L .sm Pr ' ..3 �� ;= t 4� 1$ E�umC.la''
1 Lis.n .r ter *. ..c4:•:.`:,:... r.�rr ' `- ,.21.; 4
] s _ Ar I :.v,.•,�, Sumner Tu ,
✓ .. QLLt .1,,,i-, -,„ t
ir
a " ,1,J 7. Co..nals \ 1_� 2
++ 2 - irl...r„ -s„ ' I,w. .+,,n t \r\ (\ ?raw.e `l_
3 mils S -+ra Tr: �/
1....:• �_ ;� Puyallup.'
._ WeT Y.asa.
.,[?T. nw um s rete.{ST z'� 3- 3 I ia.r�:e.n_s
• L21:e+.oad ._;1.. I s•I micland •.sr r 3< i i N1 A P
El - VICINITY
s2 GI a 'cs :l •...s.t l Summit +L1 s n r•.,c•c::.,
_s1,1 f; � ®-�— V, ' —•-sem 512 — ?w°n+•o .
� 1 Fr I t ' Parrlarl�d 7 _ are ss 1 2
..../. Leone 4,n.,°..un"Tl a ^- .
�., 1 �0 •�• n I Tr. I = �Wch
•
Project Description
The project is located in King County on SR-167 . This
project will widen SR-167 between 15th St. S.W. (M.P. 13 . 85)
and South Grady Way(M.P. 26.48) to provide high occupancy
vehicle(HOV) lanes for both northbound and southbound
directions. The expected year of opening is 1995 .
Traffic forecasts indicate that during opening year 1995,
the HOV lanes will operate at-an acceptable level of service
with a 2+ HOV definition. However, forecasts show that a 3+
HOV definition will be necessary approximately two years
after opening to maintain an acceptable level of service.
The 2+ HOV definition was used for noise analysis because of
greater traffic volumes than the 3+ HOV definition.
The project area consists of residential, commercial and
underdeveloped property.
•
3
•
Characteristics of Noise
Noise can be best explained as unwanted sounds . Sounds that
interfere with conversation, thinking, reading or sleeping
are considered noise.
The noise environment of a typical urban or suburban
community or rural setting has a base of rather steady
background noise, the sum of many distant noise sources.
Superimposed or this background noise is the noise of
individual "local" events which may vary from children at
play, dogs barking, yardwork, etc. , to an occasional car.
passage or aircraft flyover, to the virtually continuous
noise from traffic on a local busy street or highway.
The unit to measure sound intensity is called 'a decibel,
usually abbreviated dB. Decibel is defined as ten times the
logarithm of the ratio of two pressures squared, the
denominator is a reference pressure. Because of the
logarithmic scale, a doubling of sound intensity is only a
three decibel increase. A sound intensity ten times as
great as another is only ten decibels greater. The human
ear responds in such a way that a two or three dB change is
detectable, a five dB change is readily noticeable, and a
ten dB increase is judged to be twice as loud.
When describing a noise environment to assess its impact on
people, it is customary to select a frequency-weighting
measure that reflects the human ear' s lack of sensitivity to
• low frequencies. The A-scale of a standard sound level
meter has such a frequency response characteristic. It is
used widely in environmental noise surveys and for noise
specification purposes. A-weighted ratings of hoise sources
are found to., correlate well with human judgments of the
disturbing or annoying aspects of a noise, particularly for
traffic noise sources. A-scale noise levels are expressed
in decibels A, symbolized dBA'. Table 1 shows typical A-
scale sound levels and the human response.
The amount of noise fluctuation and highest noise levels
experienced are important in assessing the annoyance
potential of the noise. The Leq (mean energy equivalent
level in dBA) is a measure of the intrusiveness of a
fluctuating noise level . It places emphasis on the
occasional high (disturbing) noise levels which can
accompany a general background noise level. Leq, the
equivalent continuous equal energy level, which over the
same given time period, expends the same amount of energy as
the fluctuating level .
4
•
• TABLE 11
-SOUND LEVI=ES AND HUMAN RESPONSE
NOISE
LEVEL CONVERSATIONAL
•
ACTIVITY dgA RESPONSE RELATIONSI-U.P
• 150 •
Carrier Deck Jet Operation 140 Threshold of Pain
50 HP Siren (100 ft.) 130 Limit Amplified Speech
Jet Takeoff (200 ft.) 120 Maximum Vocal Effort
•
•
Riveting Machine 110
•
Jet Takeoff (2,000 ft.)
100 Shouting in ear
Farm Tractor Very Annoying
90 Shouting at 2 ft.
Heavy Truck (50 ft.) .
Food Blender
•
•Pneumatic Drill (50 ft.) •
Garbage Disposal 80 • Annoying Very loud conversation,
Car, 65 mph at 25 ft. 2 ft.
Freight Train (50 ft.) Telephone Use
70 Difficult Loud Conversation,
Vacuum Cleaner (10 ft.) •
2 ft. '
•
Intrusive
Large Store 60 Loud Conversation,
•
Air Condition Unit (20 ft.)
.) • 50 • QuietNormal Conversation,
Light Auto Traffic (100 ft 12 ft.
Living Room •
-
Bedroom 40
Library
Soft Whisper (15 ft.) 30 Very Quiet
•
Broadcasting Studio • 20 .
10 Just Audible
0 Threshold'of Hearing
•
•
5
Noise Impact Criteria
The U. S. Department of Transportation, Federal Highway
Administration (FHWA) has adopted noise abatement criteria
based on maximum acceptable noise levels for specified land
uses (see table 2) . These federal abatement criteria are
generally used to determine noise impacts on non federal
highway projects as well. Noise impacts can be expected
when the predicted traffic noise levels for the design year
approach or exceed the noise abatement criteria shown on
table 2, or when they are substantially higher than the
existing noise. The noise abatement criteria for the type
of land use in the project area is Leg of 67 dBA for
residential and park- land, 72 dBA Leq for commercial use, '
and when there is a major increase in noise over the
existing condition. There is no criteria for underdeveloped
lands. Table 3 identifies existing and future noise levels.
Noise impacts occur at those locations where the impact
criteria are equalled or exceeded.
6
•
•
TABLE 2 NOISE ABATEMENT CRITERIA
HOURLY A-WEIGHTED SOUND LEVEL - Decibels (dBA)
•
•
Ac'-ivit}' Desrintion of Activity Cateeory
Category LF�O (h) •
•
. A 57 Lands on which serenity and quiet are of
• extraordinary significance and serve art
(Exterior)•
important public need and where the
preservation of those qualities is essential if
•
the area is to continue to serve.its intended
. purpose.
•
B 67 Picnic areas, recreation areas, playgrounds,
(Exterior) active sports areas, parks, residences,
motels,, hotels, schools, churches, libraries,
and hospitals.
72 Developed lands, properties, or activities
C • (Exterior) not included in categories A er B above.
Undeveloped lands
•
E 52 • Residences, motels, hotels, public meeting
(Interior)
rooms, schools, churches, libraries,
hospitals, and auditoriums.
•
•
•
SOURCE:
23 CFR 772 and FHPM 773 August, 1982
••
•
•
7
Study Procedure
Noise measurements were made along the length of the
project. A comparison was made between the Leq actually
measured and the Leq predicted by the computer using the
traffic volumes counted when the noise measurements were
made. The comparison gave credibility to the computer
predictions since there was a less than 2 decibel range
between the actual and predicted noise levels. Calculations
of the existing and future noise levels were made utilizing
a simplified version of the FHWA Stamina 2 . 0 Highway Traffic
Noise Prediction Model.
The computer predictions are based primarily on traffic
volumes, speeds and truck and vehicle percentages. The
accuracy of the noise predictions is entirely dependent on
the traffic quantities provided for analysis.
Percentages for vehicle classification were computed from
field office supplied data. Values of vehicle percentages
used were 93 . 1% cars, 2 . 9% medium trucks and 4 . 0% heavy
trucks for southbound traffic and 91. 8% cars, 3 .2% medium
trucks and 5 . 0% heavy trucks for northbound traffic. P.M.
peak hour traffic and a speed of 55 mph were used in all
calculatons.
8
Impacts and. Mitigation
The following areas were identified which will experience
noise impacts. Calculated P.M. peak hour noise levels are
shown in Table 3 for existing, 2015 no build, 2015 build and
2015 build with a noise wall. The first column refers to
the receiver locations which are shown in figures 1 through
3 . Figures i• through 3 also show unmitigated and mitigated
Leq values for the year 2015 build alternative.
•
When considering barrier construction, practice has been
that barriers are reasonable if a 7-10 dBA reduction can be
achieved at a cost, of about $8 , 000 per residence benefitted.
The unit price used for building a barrier is $15/square
foot. ,Outdoor use of the area to benefit from a noise
barrier is also considered.
Shattuck Avenue S.
Shattuck Ave. S. is located east of SR 167 in the vicinity
of station 1082+00 just north of the Valley General Hospital
and runs parallel to SR 167 (see figure 2) .
It appears that elevations of closest receivers for the
homes north of the Valley Medical Center range between 25 to
45 feet above SR 167 and are located at a distance of 450 to
600 feet from the centerline of SR 167 . It would take a 30
foot wall for the lowest receiver and a 35 foot wall for the
highest receiver built at the right-of-way which would
reduce noise levels by 7 dBA at each location. Calculations
show that the wall would have to be 3 , 200 feet long. Using
$15. 00 per square foot the wall would cost $1. 56 million,
however, this cost is probably low because a 30-35 foot tall
barrier has to be constructed with additional construction
requirements. Only fifteen homes would benefit making it
not reasonable to build a wall of this size.
Crestwood Park Apartments
This area is located just south of the Valley Medical Center
'on the east side of SR 167 in the vicinity of station
1042+00 (see figure 2) . The apartments are about 40 to 50
feet above SR 167 and about 400 feet from centerline. '
Closest receivers will have a future noise level. of 71 dBA.
As in the case of the homes on Shattuck Ave. S . , it would
require a noise wall of unreasonable size for noise
mitigation. Calculations show that it would require a 40
foot high wall. A noise wall is not recommended for this
area.
9
Impacts and Mitigation (continued)
Kent Commons Playfield
The Kent Commons Playfield is bordered on the west and north
by SR 167 , to the east by 5th Ave. and the south by James
St. and is in the vicinity of SR-167 station 850+00 .
Nearest receivers in the Kent Commons Playfield will have a
future noise level of 71 dBA. A ten foot high noise wall
along the shoulder from about station 834+50 to station
855+00 would reduce future noise levels to 63 dBA(see figure,
3) .
Using a unit cost of $15. 00 per square foot the wall would
cost $390, 000. In most cases cost per residence is
determined to decide if a noise wall is cost effective.
Using a usage factor for parks of 0. 1763 (ref. Priority Study
for Noise Abatement on Existing State Highways , District 1,
Nov. , 1985) and assuming three persons per residence, it was
calculated that the playfield is equivalent to 33
residences. Dividing the cost of the wall by 33 residences
gives a cost per residence of $11, 800. Since the outdoor
activity use is high a noise wall is recommended for the
Kent Commons Playfield. Other factors may need to be
considered, such as, safety to the travelling public.
Although the cost of traffic barrier has been considered in
this analysis, it may also be important to consider
additional widening and add those costs.
Lincoln Avenue
Lincoln Ave. is located east of SR 167 in the vicinity of
station 817+00 between W. Meeker St. to the south and Smith
St. to the north(figure 1) . The homes are separated from SR
167 by Lincoln Ave. and located close to Lincoln Ave. This
route is also a noise source since it is a heavily traveled
arterial because it connects to SR 516 in each direction.
•
Because a secondary noise source exists which produces noise
impacts and cannot be mitigated for construction of a noise
wall along SR 167 is not recommended.
10
Impacts and Mitigation (continued)
Naden Avenue
Naden Ave. is east of SR 167 in the vicinity of station
810+00 between W. Meeker St. to the north and SR 516 to the
south.
Closest receivers in this area have a calculated future
noise level of 73 dBA.
SR 516 is outside of the project limits and produces noise
levels to the closest receivers of 71 dBA and 68 dBA to
second row receivers .
Since another noise source exists which cannot be mitigated
for a noise wall is not recommended for this area.
Thompson Ave. , Skyview Apts. , Still Manor & Mobile Court
Mobile Home Parks
This area is located west of SR 167 between W. Meeker St. to
the south and James St. to the north(see figure 1) . Because
SR 167 is about 15 feet above the receivers, the second row
of homes experience the highest noise levels. Second row
receivers will have a future noise level of 72 dBA. A 10
foot high noise wall built along the shoulder between
station 812+50 and station 830+00 will reduce future noise
levels by 8 dBA, 9 dBA and 8 dBA for first, second and third
row receivers respectively. Using a unit price of $15. 00
per square foot the wall would cost $262 , 500 . Sixty
residences could benefit from the wall making for a cost per
residence of $4 , 375 .
From the basis of noise mitigation and cost per residence a
noise barrier is reasonable for this area and is
recommended. Other factors may need to be considered such
as safety to the travelling public and public opinion about
the barrier. Although the cost of traffic barrier has been
considered in this analysis, it may also be important to
consider additional widening and those costs.
Construction Noise
During construction residents near the project will be
subjected to unaccustomed noise because of heavy equipment
use. The contractor will be required to comply with state
and local regulations governing source noises which result
from construction site activities for the duration of the
contract.
11
TABLE 3
r ,
Leg Values, dBA
NO 2015 NOISE
AREA EXISTING BIIILD BIIILD WALL
Shattuck Ave S 66 67 • 67 *
Crestwood Pk 70 .71 71
Kent Commons
Playfield 70 71. 71 63
Thompson Ave
& Vicinity 70 72 72 63
Naden Ave 70 73 73
* Noise Wall not feasible or reasonable
'12
9 i l'•(n 7 '•'1. •il•••-•-:"- (3-..• •(•;'AC‘'••• • • ', t••;,..•• -'....7.-‘:•.• 0,14....;).i k. • .
. .t....., „ ,,t iig;,.......v.••:'!1,'',,••••,1,.;,-.,,..1:45,• 1, ...."1::,if-.1,1., ji.(21:•.:''..'•;•11;••••.....:,•-.,:ir'? •--1.'.',?..7 o' -t.'!--:•••-;;,•,,..1...1 411,1„,',4,...:‘.1:4J. '.J.• '..; •... ....I 1':-/.1%..'•••If,.,:.LI.'.c.1;1),:,•,&....I 1 ;. . w
; ' •'s• • :'',.r..• • • 1., ''•"..r'i;"1-..•!_.%.,•.,••••.;„ ;'ii.;•••....,1•11 if 7:••St'.4,.,.t.'•./V.:,,i),
)c-: t",,...,, ;•;7;qt-:';1,:,-••: d'la iVV4.:1'i;!'•ii..it""'• ."7• '''•4.K•i .:i i'..;••1•i.I..":$.i• '''••'..il•::t. 1 i.
. CD
- .
....,, . • . ..:,,-ir:\'',4•. .4,..4,'',1,to.t'•.,ort.;•-,Y,.. ; .•nierl r:t7,'.....'.;%1!1(-4_,„.::!,;•;-,1 •,';'-11'4•4211,i)e1•471:: .."4';V 41,i 11'.: 1;:•'....(..I':Fl.".o...••.I.,.ik4:i.i .'4;•4)(-'11 1''..,1
iTlildli 1 / ' ' I ‘-) I t t --i .
o o
'. .., • ,... ..:,.....,;1„.. 'I,- .,,. pi ti.'..:14.. ;..1.icl..o.,i,-.f44-• ', 1.!.ki----.--01 0.7,1 •'3.1..
...i. C 1 ;;..' ,:•••••-••i '5,', 411 I'4 fv.:1.. .N.1,-1.7%4...6-L j‘mi.`,-.!?i r‘.111:•--.,...,tt't e•i'.a;ct.:1 0.4:11:t1t,,,,„,,..,3 1...,Y,P, it - 'ti.:-...:co F t ..tsti : •.... !..t.". i.:4,$.1.9,•.-f..2 \4,;$6. ,; ‘ . D u i....:
'",•-•1. 1 1:•41.?;4 i.--VC"CO '•• ••1"4....4.,,}...11.; ,,•C;Ill':.1. ,v.:11..!toi,.:...,•,.7-.,:,,k ..,-,4t.1'_t t.'4 z ..,1 - co
.1'i":• Ii..... ''k..4y.,..1,.../.:1. II ' ,yi.,i yi-r 1.:1 4 rkf Int-.•• iv...7114,,•4.0,i , 0.,i-14.--.1:i D
o ce
i'.• '. . • ••• • ....1•',d7..,-. .' '. i--.r tl.,..A.1,4„41,?c4It•-. . •-. %,....P.3?.•:1. i,,,, ' . 1.....j.:'4.,i,1•11., i'--‘,..-.r.:,•;,f, il,..,,,,,...4..3.,1... 1 ,...•;.. ..i,i..1,.',...t:...;,..,:.1.1,-.1,, ',A '..=-",.(11;t 'el cv >
•-' '.......,f'• " ':.:-.-....._i,r,,.I, ;.„-tE,,)fig.4-..e.aytA%e,..04 !..-',,..V:1.-'411 t7.1.1;,3'i1/2',4,...7-,,-Ylli (,) .•-•._.-• ,,.; •, 5., r.,,,,-4,-Ac '. .::::-.....!,:::J.:•-"•:.%.'--,..•.';.:::•..':1:-:.:::,..iji 1,'..:•5.,...j.41:., ::'::::::I.,";,'I -1..: •w1,, zo ,
._:.:_____ ,i, '1'reo 1 I:T.,. •.... ..;....4.,:::•;.: ..ki,)0'...!;,• %A,..,•,.S.z 11,6./,• .(1;'.:.1; ;'v,,f-r..;) i•7 N - il ?,..) k....) F.- iii 0-
-
, . •; .''' r';' :•....''•,(.74';',fi, !il.I i ef,",,,T.%.,-•' .,••:4*..- taci.,•.;),a-r1-..5.4 w...-.1.‘,' '...:'i''.;''<-1 w
... .,.,, ..•, ,ii..,,r,„ 1 p.,‘,.,r t,z,.4„1,3,..,,,,-1;'2:71,,I ;+1,1')..".?:.11•11,.4" '1...x-..i, (.....,•:91...,,4,11-4;6-1,•re.,;,..;•,,,.)_ F.._
... ,...12.- • ,• ._,.......*,;;:w : ...-rD1)::k1,;., s341...1 '. • ••••••('' tr,4 ,.• a• ...f.,-t. (,., .
.;.-,7:7,14..r.i':.7--,-. (5,...,•‘.5,,,•,,,.,?..k. •1 ••:,-,4%!.sAv,,•,..., m 1 , 1:1.,.. ,telt:.t e"",t.-,-4.-1"1..a.i.-- I • ' .- •41.t 4'"--1.1 4••••''')..;.;•;.:11,50:1w3- :!•,.1.r:V.4(''..-:-) Vi,v..1., .i..1....'r,..•7'1.1.,,,1:?..1 .:1..,...•:-.....`,;;.;IA. '. kt7it. .,;,:t.„1.11 c'--_ ow 4z Z (.0 cr ci)
,I I-•••••.1% ..p.r43,.4;_;71. A- ,•• .,lh.:1 . •11-•.,..e..:.;I.•. 7,t.1,'4 • .. .kl,•,.. ,• .,r, ,, , .t ,
•1 1 T4t 'Z' . ,,..rr_.:L,.,5'..ttit,• 4.41“..,‘ '41'..f"kk•II.(•' T. ''•,•03";'.,;,::: •r_..-....'•..,...•k• , 7,.1.,.:i 1.4.); 0 ,!,.; ;rE i__ - -3 -_1
: V1111' .:C.4s/::,:f11,-.T...*;30f...)•':'_jJ4.,1::1+,1• •••i.•1..;"'fi...-... .‘....1 •1..tY'll.,. '•''. i..''•11 .'.. •. 0 `c.., U ce -• 13
.,,,„....;,..2.:,:„:,,,„i.f.,..,,.;.,,:,,,,..5,. , . Adat,,,..11:„,,,,,I,.;.:,,,zei .1.4 K32,-•..- .'i-,--(-;-'71-.."111.<4.",f)3 ; 0 ' .r...,..„.„•....,*••••,, ,..,„,..„1,.. ...L.„,.,,5...4.,....: ., ... , .$•,,• cr•-•, •"-,7 • ••••-1/4.I\e‘f t t••I• 1,j 0
.%.!;;TA*Ii:cf-,q,l'.:z%1,•ir.-;.1.Azr l'....';'''' '...;'iiIii34.41.c. ••-•C'''''.4.,'.15 k-‘1"1"?‘-'1.-'i':n'.'.111"-e."' '' - ' R.1'".9".1i1.3•7'-'7.4•K'4.).P.i,Y1'''-',`TO;•-:;'.:4•:..V.?•• .\i.•_'i.• II...!•t•,.;, 1• '. 7,s's;. '...•••?';', tri.1:-' ' oc if) _ :---
„
--.:,-•;7,:14;,„4•"•''' ''k•:.•f 3-'4:e.::'-••• it .'?,Yttt'",',44,1,1,A•,:?..,k .I14It4,11,‘ !ia..7.;..)..,,,a...,,,',‘,..^,-r.r.i.
i /
, [1.1fii:;:s1-11,.,,,,,,,,- ;iii,c,11.',4„k\.:'37)5,!%,,,?..-AtN:1';:1:•:,'., .,'7'..'i 4 11• .!:•",',,,4.1'; '.''f*.q..i.4 I..•".•;.:...f.i..it IV' E.. • L., z I- IL. :3 -
tai
•‘.-.•••••"4.," .'--"-•:•'?-1,'t.•'•-";?•!') . •,,,E. !•'•_.,'-`t•t-t•••:?•/i/;. ' ;.• ••••J,),A'.4't.'"A• ''' .- -.... ,,,„ r't.t; 1.0'..''•i'.;4.:''',,,'$-=''.1.41:C;;;::...,',•Lt":-.:..V..‘"Ks\-•,;i '.`.'"'I.:-.1:'7.:.;• .....j•••,q..lti":' '...:.'', • i.A.1 • {,-.., m(••, Lip
•.•,...,;•''....:.,0:;!..'''.1.7•!'. '7.'.•'•V• '.• • ' 14,,r.a.;,-•\1.8'•••''4,1;:t. .. .... , .i...".'"''.t4-41.,)‘'''jtI.".,; n• ' '..„ .•.;.,..%,, 4,4i..,•,,y10,1,,,,-,4.,;•-e, .„,(,.•• -....,,. . . 7. ..:-,. .:,?I'l• ..:'..••*,4;:',•,:.......721.-: •:.;•!illi t,-, '4-, a
--:S IV.1'.:•.1"`:.1k-t(-2,-4--./."'-'1.- : '. r•.- t.:•;''..txt.14.2/-44.1 .'"ri'.VIP't,,3-4 ''•:‘e 7440 i'•.*%A.1 e..; tn.:1-11\1-A .. b .,,.1,:li '..i)11-‘1".ks..3.,--- ‘1*41,117,d.r.- .,....k;;••:,,,• ;i..)....tct.i.,it•.,.,!.‘..1....-ii
',4 ”.." . ''';"i„t i':-P;,(A:i.'111.,i1:Vi..'''f..acv:•`••••....?:•;.•4f....M'•••4.,•.1.1",.....4 t t )\I..•i-9, 4
Z r,_ Lc)
-a- , ;Ikl ••••:•"';'ii:!:::-Oi.P;•.W:"...it•-i••7g .ca"--•ii?•!‘.;:i'.-.:14T,2:i'1.:-7 1 riz.t.,.:.i.:-,f,-,1.:,:•?,..,. .5...,..,,,ft.4.::„.,,:,;, \„,,,,i,,.....1-,...,,:.,.,...-;;,.. ,,,,,,,,,..;;;,,,,...•:,•,-.,‘ ...:•,,., .A, P ' 1---
t,., ..,. ,,x,:,,„ .. , ., t .;%,. .„ 1.1.,,,lx ,. 0,... .J(......•2..-- 1 WA, •71 0 0
V, ,ir. t....14 Ar -7.....:.-1.,•+•. 4 . . ,1 i 1•4 l' .I
. .'•,t, i;.:,.;i.P.`,.:1;•-•°;'.'''''.:4,:V, \.,Z.‘I c t'ii?4,,,,,;;?,,Zig ,tV'T)::',N iI.V11.1...S:f''''tk.lt.''''..f el ,,,,,,,,,,L; :,.,,,,,,,..t,.. ;‘,..41, ,,,,,,,„:::,:r. ,3.3,„,t11_,.i.....t..ei,\;., ,,-., 1,t,..„...A.'.:•:, • ',.-,..i. -.1.• z
•.--;'.re "....1":i.4?-4....':'1.1^.LIff :41 A..f k, 32:,,.......• , ,,,., •..tIve...,-.( .....T4.-.1"1 rfl,t
C\I
,,.,,,..,.• I.,');, ,,,,,14.,I1,..1.!...-.F4e....L.,,,, , .%.1 e •. .,a,s.' Ti.1.... As 7,k'I'? :I,e, •• •••‘•• (& 11&11:1 fp.k;;,.,•414,••)%•isrt.. •••,••!•;•V..V.4•;,••••• • ..• .)ti‘..,,li;••,11.!.!•;k 1:,..3 ik,-,,,ix. :.• .‘,ir; ,o,,t..., i•
.
:.'xi,:•*:•:, •.*:0,...z..1.47.,?::•'A••:-.4'.f'XI'l 1' "r.44:4('''...t.;t ' t•i•qi:e.A44. E•Vi'.=-:6•:':''''7*ZNP '*-- .s&•"''l'' .,,L.J.1"'if•V14'1•<S0'.1,.(Z eiAL:11' t•.',..:,„`.if 1 i'l 1 i;',i• ';i:'•1 :',.;:.;•p4;.1,3-fi ,/,',,?„19 A = i.,,i <
i -.:.; 4,-.-:,.,,iiP,It.w..i.e,-,5ig?,4, • •• .t.,tvc.17 •;; ..,6-...: !,,,;:e.,.,;:.:::„.f.,,ii....k. -..,..A,.,.,,,;- -,..,-; 3
, . ..,,1,-.7.'3 Ace,,,--,-::, As& 4.K•,XJ::k•o•+.;:,',.,_ !•1•`:•,-.14,-;1.", •i..'VJ.','....1.1(.1•1. •••:tif'.•-.J.;-...,t,:.-...'fr.-1) %.,1:,
:I.. .t.V,,;;1•:.•:•1.••••.f',',•.'e..e.n.-:.,til.1 • IlF,'•,i''!-1-1..,..4'.:1,`,-,-.c•ii ... -.,t..i' )1,:'-..i.6.''%1..j.,`"0
, .. , ;4);,,:-. ?.;•...4....,..,•;...,::,1.2...,:. ••• *1•• .....,,,Vti-•I'r kl,'4. .k:ol .• •J'?..-'1.-1 1••••:-:1”'..i.:"4••.k..,1
\ 1
1
, It 14....1.1.,e0•41.„1. '!'41,.. •••„., ';‘'I, (.,...?...1`,:ev'.-;,:,.1...;'-'.4,,..; ,,t,c•.Z .4...' . '• •
.
;
Atli 13 i'./'}lik_ri Pi.VilljttlAtilTkCi:).t•Wt•1441111gs''...'f.'!;::::i:.?1,t1r,..' ..a..0.; -,..:A.M::11'„. . .,'"
::....?...-.4--,...!27...141.,717.'.tr.:'4',.&,,-4.7.j. 1 1..!‘. 1L-; '..f1.13`P-A:'D )(1.. •, l'(-1t,)1.i:.,;X;y.-.',3••-/.„...) ,
- •..,,-,-.1,1,;;;,-_;r„.:--,, ,.•.•.'!-;;;.A,•'0,1,,,'"?,;;;!,:,:i • 4 ,,k ;',;„. l'iict1.44-1.;t..1.• •' ,, i1:0.,•, *114'..1.4--..rtl;1••:f. . J•:•,•,7. . spi :(4ki ill'i II:1 1:7.:::.it_.:4.1.:::t4,:. -•.i::..v7..A!.!,Aorti:c.:7,1`:4;1::0...7..ij,..7i;;I:j::..;$):ir.:1-1.i,,.,':.,.1::,.t,?..:..',::..:.,::::1.,...'....i.ii ri...i',.::;',i;i,:,'.,...ir5::$F.-:',::::'...):.,zi..;,...,4i..,s,':.,:•..1:.1.1 1 i\t it.....V.
1.74.zdt4 4f;;":::•N::rd r73 3.'`'t''''' \ r\'011A16,1'..,,V4'5‘11,.'ti `kg.4.11,,' • 1_2,..):-.•:-Z.1,f:{7,1,1* 1.‘1'tk• .• ._:,..1,.... ..\.4v.5alv,:••ef.:0_...i..i.• 1,•:,,,..,;•;•,,••••,„ ,;f ki'::::=t40i r=,:t.----•••0 IA ,'1.1
-;i.:;':"•:;.':Sit.'50,-;,..;••;,--;.--2..-,;...x, 7.7.51•:-''7"1"., \ br$,p,o,,$.4,:;k4,..:H; ::L.'..stmt‘.f.cli,,-1,,,,;,1!„.,f,4.7.11.t,i..4..1
x,"•-:'44!,i ,•'•.:Liz11, --;.„...:Isici.. li,---1..11(4t;rtf.,•;:".1r-r.1...t:t'e-,,,,.:1,' 1,.•9:: '.)11, : rr.7.-•. •
•,...:!..:."••••;FLZ!.c??..-r!il..:4-..-41 Dm telt;II .1‘'\9'..!.,,t,'?•,50,;:i.'::•,,'?:•,;: •N:-.1 k,O, tig-,N.1,r,l-qi‘bi
\
\
.
,
.
,
.
,
.
.
.
.
.
',•:.;:::::„.,___:•;'4,-WO:s.i,,i4 RrIZ .11, '..0,1‘•.4'1_1).r 'lAi;i7-1°4:•.:.l';1?"gii.O.t.';;;/ -"A ,jkl'i's 4.1)-.c. .7.1 - - ..;'t. . .•.." N',./(..!;;.::.7b.,:',. i7:4.i..),.i.t,i.i:1-,;,...:it,c1-(:.II.- . f
.--.'cf.-.1vs';'01':"4-111pr 1 , ','al:• .. ......z?Tr'Ni'..:.."?,...0(IQ,:,s. : ','.1'.,-•••::: ' ke.:. .1:1 1. r(,... • ...-?1, 771 f . :.,N,...........-:.,,ii,,,,.!.1.... ii•••••••,:.•,•,:-:.!•;,',.,,.....,...:. • ., :.
.;:....F.:."..1:1.177.'zW-?".:ilhe.s= ' • ri'I l•f'3% \Or-,•'4.k'i...",:c; : •'Vt.4-01,, '//,4y -,,,..,.. 22--:i
1
?•;•,., :1:..:1...-..%!..-‘4....:s.,..11•::•••;11.a,E.:,?.) .). vilt it,1:..t,j,,,,%;•;..1,4,.... .(,,:.•,Tip:if:if.!ie -, . .-,..q.,erti ''''# • " • .1 '''' : R 1 1•.‘vk 172V - ,i!, `• -1'• ' rt-• I '1'.1"..,'y .1 • • •
'..:.';',:1,1,,,y.,1z,/.1,,mci.47`,:?,-ii',A i;.‘? ...r •4\A§I%I.I'a.N.l'e,- '':*''.:4:4R.g S'''''LI///-;-1.,;7. ..P j 1...:1:.t....k.1-74`.1.-141,t14,1.4"tiz•li 11.F.\,.....\..7.1Y 6..111!.• rIllp \'•'%.:•••'.:::!-.1iiii'i...,Y.'•-:,-.k••;''''•,•;';''.41,.1 •1'.)1...''..'....'''q: ''...
,
.,...T/s.t.,Kw,,...'1:,,,,-,?•.1-.;,,- .,...,.:,..f..,-, ::.. (...'•\ t'Ar.•••`•-•)C-4:t4•7t. ..1:f. ,,•••i•'.',1-4•'-,_•\\...'•• . it. •1_.C.-.1V,...P.;•?• . I '..1:1-K,i1.t.:47, A4'.bsi til.'„:3!!.'5. ;4?,:,,ricf..:0,,?',,,".:•,Ii..;,!\....?..\k,;... -•-,-;;•4::::i .11 ..... ;-
:...;::_,.1__•••:....:.•:-...-..„---.-% ...• ... _•-„,••., r-c.."'•, 1--',,..•:•.;‘'..:4:ixtr•q,"i•t,''.....A.•--,.. '.•••• ;, . ,.)" •,,,,,,•••1
i-s7'••••.-.77-i;r7r.i."7771-7!7. k .:;•j:'.'"..-7-Mtt. !.3 4.."."r• ..'..1•11iFt'. ./4.11'..'z'ku'l:4*),‘“igs)1,•,*3-7.../. A;;;.‹.'1'.N'.4.','°••5-4.t.;'''.1l,:.' ...3..'.:II 'S' i, . iy.gf-.,.,..'....-0,Cri i '.33,.-••it.1.-til i...•'..!'"':•,';''(4••;z.... •*7.::V.ti•it.•''. ''.'3'•-••• ::
.,4?..,..;il....;;;;..!:•;;;;;.'4,,,..,.-....r•tia•-tVr'',.el' 1i:4C' % ' .t414,•••••••{,i,',3•••„A•rAtly..A..,-Cril •••,\,11,.„.41••--•=t,i;0,..,•14'It .
.
',,•,..,,;.•?;,;,1•.:)';::•,34';,•?•:;;•.•i','; .tt-'.!).'*',f.t-q! 5:;"''.i. \'\A?T'Ys .•;•1iN\l'''..‘44V.4..:4 ' '''' N.'4,-.;"''' if :' . KAI,.47,1i,y ..•..,wi,...11;0,4 -. :2-.-....z.vi 1 : 1;,:%.......•t.:1-'-,4•,.. •;.;,....•-•,..t tL,...,,,,,•,.... ...,,.
i N:',71.'\...11i'...a;::%' I'll?' t...'''''AF.e,J,.., 1,‘,t,:.:.A\..tAT-,., ...;..!...gni,vil. .,i 5,.,,,i k.,4,.,...:.„--,,i,r ,..,s1
,,
, •-•,,ti „ITT,"- .C •Ti . ..4P41.1.,t4s,o1 iri.-tg';I:441,•:•.'...,.'7',...-1•••;ci:2-.1. ,.....--,•••:-,..•:.
te,.•:.47 .,?-4••4,.•,,,.1r ..V.!;ftttlyri3 ii644:4.- 1 .,1.,,-,..,.'...' '.';'..,.17."0......‹((.'::i.!.'.i...;•,..1, ,,..'; ',.. 'A?'
:.,•,.-r .1•;•41 ,, A,z:6,1.m:1..,.. -,-,..4.,•,t. .,i;i1;. :,,,,:,.........!..,!..,.z•,,,:,.i•\,--;;;-:•,,,,•••-,•••A S'IS'<:.;
• .):'.1.‘1!',••••:).•;!)°*:.•'.•s'•-A•'''(.P•V7 •;.X.:( -,...t!.1 k• •-'11•'-,;‘,..•••cki•t:F4e1.21/..)V.:,i0:;'' 4 °::.-i. r."'';, '',•.;:....•'-1. • s'' • f'N:N.tiii41.1 13 1'9:•11 •"7. '.1":".;•• '!':r..1?). V.i.-. ..',•-'. '....t.., ••-• 11.-
;".:.''.••••4-.5..;-•,/.........-..r7 '-,-..••>'•••''.-.,• p:'i7.2.:Ak •V.',1-1.!""'+'ag tj'• . 1..9 PI"''`'.-.,‘ '''.j.',1"'t.-'''A
:•';•`.*?.4. :' - '' :''.'''.'..t:(•.;4 ..••-..: .". t.•;.'?'ril''''''w".11:•`4'1"!* '• ;'.'7'•'• C•-• '4,1 v"k'''''.."'11•';''t•- e2t..'•-e,414.4,WI!•";:/: '4.V.11.1.1•VI.•Jt i-•'i•-1-•::::;•'•'.tt5•V),,r):1.,'A.T• i'a ,'••'. ‘-I tli•
''-;AA.4".7-"i'.4;ii.v:i'd;;I:'-'4).r••••61.:;C"Pli P.:C411-4I 4-114.i.• 4..1)31.1.1‘.74f11/1':;-‘-'z';i'''..4,.•'•.47.1-.e.•;'4,7'.4,:"1:-!..; ..? ' I '
'::.4.4.,./ •••I.11.4 ';....••43".11-1."••• -'•,...{... • i'l.',:,.„',V14%k,ti•,./. .:•,., ‘...• .0 c kr,";-,4',•0..i.'.i•,11..
,..:';1,..',;4::-.T.:',:.'1,,,l''.....'........:''.‘yi,:: ......'1:4 1:.Y.2'-'i‘jk,',••,t,'..1.),k.Z.;?t,;1.14.0.1:13',.C.7.1:. .C..."1,".3'1,i') .N.;,111,;:i
1
.
1
•',....'-'7,7.5'...',.'.-'';-- .'•••,-.j.:,'''.''.:.'";,'„,. A cl . ‘`;',.• r,-;.1..``,W,C•i',k\k i'irlf, .,?.r.,:kcill'f,'':cl.....,,,r., • l's Os..J4'-'4'1A st''J'A,I,Je •3:,•-0: -.•••••1. 1--,,',or-3,1-../.;.•,-->i.;...'•,t••:,4'-y.,k V?. ......."4;''L2 4.,-74=if
f--,F.--.-;....,•• .....S-•-i.... - . '•`-...:re.,•,.,.?.• 1.• ..;•.•,,.,,. ,rt .4.1',1.",:i':,:f3-%':,,I.....?...,..iirl .i,;...,..tiN 1•4`,•al, 1,,v --4 ttp. T.1:.:710.: .i 1':in.t„;. ii.,‘,..14.; ...;Ii'i 1,,-..;1,'.:::.:.. -v 1...7.'..:. .,';:ti . kr.l.f i
*.;4.`'.''.;.1i-:';•11;('''t.'-;';'.• ,•:'..e.:-s,,..''.:.1,',, t.'...--. .I.1\ ''IP./.'"•1:3.•:-::::1' 17.•;k:.yl.c'A[i.'''•;.Y.1....':-Fill:''' •i,,,;,,,,„..t.k.,,,,tEl. zru, • f.', •-), -4 kwri,,,,p -..)I:".t...1:',......:,-.4("="-:.;.z,• ',..;:-.::!.:'''.. I FT;
•--;:•,!,1•1,'",,s1.' •••: ,,z5:,.4-..'-',ii r k‘,..1\;,„ ,..,.,-.1.-..Qi.•••,1-. 11.1.-1 )..,t.....,.',...... pi_A-1z. i•-•.:71;° :,;:;,: '• )% % '''''t ,•1..:7.''sti. '," 1 ='"''.i.:'1.;;;i4Li::+•'‘''iF'''.:`1.('el;'-,.1 i .
.
. .,ti . •••,..:F,.....i,s,•:•;;;..ii,i.....-c,r, 1;:kv:.•••Xl.: ..)1.7.Vor '...1,:kA14.":',/r?"...2(1/4 ...,...-$.'. •61,:i.:.-.Lio;',111( '..c.:17.•:: .......,:-;3.2. ..,:.,%••-,.;:..,•••,..,;,.•,•?.:•,.._ .1
:,:•-•..1--.--. ••:.•• •••_,;,--'.47r/-:',.•'•i'il.: . • • - ,..,7-,-,_t:c1,,•.41,-.1.,vtes:... IA 9 -,z...-;.--•........' -,14' Itiri•?..S,'eYV.44.1...;k: ,. •• "" S......1'---1.' 4;'-7'7•:.:•.2.:'...jz..1.7•:•;I:'.•,;;•.;!P.,t4..,,...-,..;!!•.*:•:,:.0-.
} • • • ..:: --.....,,„, '.., ;;', 1,.. . .. ...0.......%•,!qi!4,v.-,..:A.‘.,..;‘,,- orr v.--A,:•-v.:-T':' is,•%v,--tie.rit3,S-0-1,-:1? i . , .'.le- •i ,...;*-'11."7:):'•%;''';'5'.1-:.17.‘-‘••••''''•;1%,-2L.. '•-r-73,r,•2%•''(1•' ...,-.g
Vr! ' ,•6I:',71..'kl,-.A.,,'41 N•-. •: ' • • • ' ''••,...le',.....-,.4.),,......,,,,f311,.o)-• 4.,..-..j..v.,
.. • . . ,'.•-•-:2.:',:•••:•...•••..V.2..,:;:..,;•• ' , . R:cif,"*,;:i..;,.i.1,..1'.-vr•r•,,,,,,...,..i,,,„.:.,.. •,..:43,:/z;•, ,. ,„,4‘.)..,1.1..v. ; 14.4,1t. 1,,,.,11...,....4,"7„.•,-,....,--, -,71.7:::_._ -1.4;0'4 • .•-•1- .
, „k,.. '.4;4:,,••LI.'''t,A..`e: • ,• •-(1,1"..-P. . ,..-‘:.......,. 4 (. ''. ' •"'..1 4'
•
' ---7-."'s-..-....--''. .' • . '''''?-----. • V ,."&ii...';47.1,?Pd'itV:5,.'Pti'.;- .- '!"`,..'4.:',4,,....-4 s.: m . ) . 0.• - le.ro, .•..„ •Y 1.".,••••-:4••,....-,..._,_,- .
kAt..q7.1%.1 • k'-‘" •/, ti,-. :,-• „. 11,4j;- ' 4 ,..' 1.•,'?..‘•Mil Al., .- ,,,,,c,,: •
'
,..,,,,,,..,,,,-..,c,., .1-5* .,rei...,,,,,...L.•4,(.4,...A.,:.::}kits,„. •• •,-;4':-..--1`ti ':'•t'•i k!(:::..4V'4.. 46 75?,L,-...,,, ,..,,7„ 4 L-Y4;,.,.-.?,,M.•*.•.',1;::4:.-..-,4-7 6f(ti:iiinEl .
•
, - __,._......t.,.......,-;:-.:,•...1. ,,,., . I.. • -••., ?•41•.••••.`dr,'/ '•-•••irj14'K.•Ilk., •••
',•••7-n.7.77-:.•••,i•-•-•'•;',' ..',j....-:.J.,77.J.'.*•,,:k...i, _,__,- ....._'.,..„ : T''.:1;Ajixe..#.1.....-.:..a:.-i,J. Th.-{ ., ,..,,,.::1• J:411.1fit'rs.4rAge'' i ..,5‘;''. ...<'.:321;"ii'....1. ,,,,.._,,,,,:1,1,%:-•t r lz.--_,) ,;1:
..,........,4„.7.,,,,t.,:k.,11,......„...t.,_,:„.f.;...,.: :_._,_.,,,,..,:i.,,,5„. .w;,6.,w,ct,iya.3:_ :„..1_,‘.-1_,,,,..,,., . 4'.1"q•, ,it.t!'i-v,•-tiA,,,)-,,ix??4 ,,,,A.., 1; :0; •.1;.,-,,.st-yi,,,-7_,,,,,t: 1:I.?, 3. 11.1i•:,,it. .
.
.
:•-,:::.,,,-;:k. •-•,-,•-••.:A`','.1:9:•••'1",:;••••..•-%••,4 f.,.- A.',.I. IV :•;111::••:Y.'.1.4.i,... ;.....11k.F.kt.,' '.•:',J.•pl.(‘s .. .lef-i-,..,11•-,y.:fiitri4ptr.1.25,,t• a-st.11 011 -7.17.,r..r..f.... ...4-11.-„1.121;,,.i ae . 't,,,,.tz4;if ill
"..., :-.:-..'.i)-1:;:•:::.:I••''':4'.!''i:j.-..:1 t! ''"'?'''1•7- " ini!.:,:q;•,:•.'::1 tc.',.11,,r.si` .1-:,•••c>,,••''• •....%*,,,7,„ ,......),4_, :r.,A4,7-.:Tv. v..,..-- --,,,..;$ •....11. ••••:. .t.,...11.....:. •.,-,•.... ..., .,-.---:: I ti.4,•
'e;''.•F'•;•'.:1 lk,,k-:7'ir.....',.•;:it'712 ',..•••j•b i f* :.•:.?••;:'1 .. \ _'•rk•?.•'..:1; '.6'.4.7.j.•L. ^It:...):4„,X•rt '‘.4.4 .7N
1
, Vif-'•••••1117,--2') 041,1'' '•. .- • '5;1 7.!r.:A 7115,4-1-r5,--r-,,;: '--Ac.-:.%:".:-- ::-A •
•••:.•,.1•;•;,;.:•.:,;•ii.'7)...'A......•,...,..i••:,,..4.,1•••!;:..,21•. i it,:....,ty.•:, v \ ...:•;),;:r,t,t4.7.-,.:.•.?...,.....;;!....; r...I.N.,p..t*,),-2., :...., 1,...,,, -. , „,,, 4, i• et ' $.• -','0". 4..-1.1-51,,,).../•1.- , - ! 1
i
.., •,....„,•••.,--••:,-,,•••‘,......;,.:••••:.,:-•,...., L:.•...s.••.:, 1.14, ivfi'..,....'A'"'"`?.,`.1.1,4")•,,',41-1 V,:-....1h„_ (''-‘, .:•4' :. ''....-----iiq',.. re. -4..,' o.i.P% '(,.1.„ •‘‘,.•i li"... ..t.--.).• .4.../z.•.i*c.I reI..1:l'. ' •
7.41-•••.7"*",-,,,,..-yri, •,•• -c,......ys,..1-,,- .:7,71, .,;rt.,.•. •.....,.--;- .•:! e,1 :-...,...1.!I _..,-....,.._
i:;-','.,...-::!....I.•:,..:-*...,r.-I.,'...`,,..r.zr,...i.i..., i-c=--T-'-'`Tql.,.. .\-p'3.1t...;•;-.4 ,,\14;.•;:.'1;2‘''''.1)tz. .k:i.,11%. N , .1‘,..":6.1,!;'.1,i;'.1-- .`,-.1:44,'S..44.Z;'''/ ''' '4.- 111'6'1i.i.!; ' .••,J-1 ,. ,,,'..-'':',-.'.4,-'..":1-'2:,,,%.,1
,s,.....,-,.,-.:,:;.,....•,..,,,-,•,.....i.;7.......0.Jr4.:..:;;J it4;,,4,:..-.1.4.,-.4,1•,.. ,r,,_!:i. .11)",. ...;.17/1.:„11.1t-,;V.I.Z4;•''".- ...ti.% ,.......--,.„4 4,,,... ,•...,r, k ,.; -_,:itk..,.,.
.',). ..',.,;41:...•..r,',:,,,,'.:::.,:,...11;;',.••;r..i 11 ••...,•:1.:•;,,•••-!Til. .w.t...?.-5,..,z\,.,,,.,! .4,..i,,,,:,,. -,: • 'il:',)';,„i•i3.f.;-f,511,F:..'eft,.,5f I --. ,Vti,-;.--1F-i.,...-...(!i-•••?!t5.„ ,.,,?..1,,i,7?-t,i7,1.:',FtMi;
,..-.7.-,i1::i::'...:i.;•;:i.t.'...r:'.';',..1........:;•.1:;:;t •,....s,',-.. .;;;!".•.•a2.-.•;.4::',0At \!;,..y1.1iq..tocA3.1i,,:t. • :::;•0.;:,..(-..:•‘,1"
.,;::::.'.':.?-:..,,..:4',.f,'"'•';-„••`•I'''-Sl..7...;,.,..•.t I frfi.'f•If.:',&-;•.Y•i).....-5' \vt.i;411•.?;:;‘.(1-..4".',Ci-;,.'5-1115.4.,•"::31)!: • '''' 44‘4-'4•1!,1•.:;47;',:...l..22,,Sdk., cr:" ,11.',,p4,sks.).....11.,1,,,,--, '4.:: 7:gAtt.4.‘,..4.V. -,•''0, '-!
......-:::'..ii!Y:•',.....1.':''"1,..'::';i 4 4.;',''.-^r 41.:I tk!'..... ..T:....k. .-Tii‘k I. k,tF4iW',f.,.. 1.1./...k.;.•r::!`.1.."!7.-..,":T:;',-1,1J..;'• ......),'
•..k.,':••''..i;r1 v.'. .1 .',"..e:11'1-e.f,ii... 1.,1)/.1.'•'' I t;r0,1:1--:ifr':;;;:icZ' 'q:7".';'4'.1f;C'.-.:".4.1:&.'4.-.7:1 k:•,:'1‘12.•,.it;
kA 1
1;44 4:1.1t7;-:-.:•-;'''•;:.;:7••••41..LYI:Y.-:. 4".i--":7$tki.1.1422'-t5t,i;.1:11,41r1-1.j.ii':.'..r•- i'.'(:;;;::.•,i:•.7.•••.;::.1::::::f.r, :-;....":,..2:
.k; .-j, -..''-"1.11.7,S1'rY:ZNilke.r.,g•Olrfrr'll"t1-:1:IriCfr_.:i-1.1•1,A, Isf'f•••P'143:f411;.:7.1'4! ,A Pi ."1
,. .......,..•;•,.1.... ) .- -.„.---..,..0,,-,-.,,..,; , ,,,f-,..,,-.‘s.:7.,,I.,.).i.,?,„ , ,,,F,,t,..1:,,,t,,,,•,?,-,:.,,,,,,:, ,,,,&.;.4,,,,.-: ,. ,..1.,. „...,..,.,.4...,,,,.....,,,y... ii .)3_,,, t__,_,.....„.... ... •RI rj:),:::::1'11 5 ••••-•::k
...:'"',r'.-..J.:.••;=-. •i).jikt.•l,,A1.1‘• V 1 i'V:(..:;):....e.••••.:ii.;d• '•;t1'.•• ••••(...1;•Z:"•-•i••11`1 1',••'''.34•''''1*4 •
1.•••r,•:1...;•-••:-,•' . i.•p,•:-ii......,..,v,t .k::••„,•;:.:.,-a::f ii:it v...i 1,n',i.-.;•:••t-r-..i.....il.:•,...,,z,-..1 t....):...;;';r,...'i pi----,...;_,,z1,,,k.t,.:p.,,,Q0.,,-4,414,,,x,/,f,,,i,c,,-,-...1,..u.io.;..,v.•R--. c,::,,o.,,,,f,,,..,i,„,i.,..,1
• -.., .• .•••• .- ,.,, -,,,,,,...,......_..... ,..,,.......:,„7..,,,. ,,..,,,,,..,,.,..._.,.,7.,.....1.-..:,......,,,, ._,_,. ,r.„.-tar„....,;7.,-.-.,.7.,.}1....k,f4;. .-Lt7,1.11 K-_,•r,,vrY 9,___.!...-,*: __,..:,„ . '-`•1191.7.-1
'-' -‘4.• •.• •
k-•...-.....'••:...t.:''''1'•.-L.,.•'..';•--7",'''''' - '••1,---.4a1:.C6 il.47-',:C'0-..1•;:'0•73- :-/..i 1':L..'k"-i''r! .''
ri:•..1.".P1../2 l'.f.i.-41•41.-....... ".....-•••,.1:.;...*:,....‘"nc13•••) ..‘"•-•••,7..::::'..1 1). :.t.'‘,..:1••••:•.'..4,t4....,..',..f.,..".'!"-'•-et,••';'-'/:-..,'!';'-...:7;47''''"-.,.......:...",-r...:-. ..f......4
.'....-.'"''''-,'.1 0- 4.:ti•-•l'•••••---...".)..'• 77----:----1 :-. 4." ' ;if?::.-,••:••.,:..cr?....;:" '4.--- R4,.--;•',:,-t) ,
;•-1- 1...., 1.1.,,1,.,?•-•,:,..1",:•:0. •,. I, .. , , .: '; •...,•,03:,...•,:,.1.,',1"•••••'.A-...j•T..'' No.16-:'"e r:?1-..,,,,-,,. -1-, tta..i.o..n.ri 4.,.. ,t • .17r•Pi,.;;•,,k.. „,,tr i-LS,!,h ..,kc.,,,,,.3.,,• ,.
...'; '. 1.•' "--;''',11:••l'i;': -: r' '' ,,-.-0 •I 1., il iz-ro.4...,i'.-i!:•:-71.q....-r../\.. •,.,:. ,
,
, 4-r._;-•'In'i'.t."4,z Prri-•;"i•:-...d'41-.4' ;. ,....1"..'11,1t,-- 44:e 13 i,t----i,,IFIU;It-,-,‘.c.;.j.i. :i
1:,.. ...7. !:.) L. l',--[!.1.,,...A, .?„. ivj; f I ir i" :'Li • ' 1 4:0,,.P-gt-i‘t,:,-- y''...'\',14:-. r('.'..•'7. :.';'zI ,;,,l!e'lt.2‘..-ri,-,T4cf';',. :;•iF,,. • . f-J,,,F,9 0'-.6•--1.-qe t . .01:fit,,,,._,.-:?._, ..... : _a-1
i-.t-.•,•:, ii•- ...ii.,--- -..:..-li•'...i. -....-a :-..,F31, -17..44 .1 ii•.i;..!.t.g...;:.!,;•ilillLs'..!-- 4,-1•44:?,1•.• 1 :1,3 ,,,,,,..L.,...11)::,7_,z,a. 7z.• ...,,,, i•.,'-'1•••••••Ay .;„,!dr__ 0 ..3,•;..) .. '..Z: •:::';',.7.'i ill'ICI• ---. '
i4%.•'.'..;;• 4:41., '''IP. '‘,',4 III ir:.i.f,sr s;,•••,...,,-;•,-..-&-.:;.4 r li V,.:142:1;''f...rit'-'•'•'•IA' ',..\ ,','`.,••••1
-1
•14/kri.Ig'•--e''';;' `'`-'1N.':'kr-i1,-!1•4 11-1:11.P.;'.4.1,.A 0:,;.at•.,f‘,,,17._.:a.-1(-1.,.,;;:?,........ ,..., ., 1
:...„......i... , :.: 1.•-_-•,,.....0,„5,:,i„,... .,. i....,•):•-:,:;:.•..-.4.:9j.' !;,•"..;,TI';'.J V;::',,•'..'Os a..•-r,::::.......11 yr,...'„--_, I .,s,q ;„.,...../.-:,,,,,4---•. i'... •,,,,J.4.•c,••• .,,',----1.,.'... i..".r4 • • '•1•131,' ...":-I••• - . ° .4
'1-.4;4 t••••„4 1•4*-"•..ifj.";."rinfr('''-„:--.,.:''.41:17....,•'-':(1!'•••,(`;,•:!-1.2•-_:.?_ _Al'P 1'ilv-lijMt I. •• ':'fr'•7• ''41'-t'a
1......7.,L.-..-r' S.;.! ;';',..‘!..!,1;1;.•,..;11:';.;';''.'.'11;11-...7• ••,.4....!,,,114:: :: 1*• .1..fi"..../,... .-,....ii";;t4',,,A..74-H...:;c.. i';-•.,:,4.,1
•J.. el.A.60:., ,
,-.7 ......),;ivi,.,.,1-•&. 111,--,.--.---(-",...-,-,.-.•• -:•-•-.-_:,•;• ,‘,. -•• ,-, 43.3,..../ :I a••,. .. ••).0) •
•(::.4•,'•'•,,'i•'. ; -14i1 i•11:''.-.:•1 i••; ... '''•''•''.1"' -•-'11! i 4•S',:•• •".;.4....r.t:S..-F.I.:1:•'4,gf.9 i;.0.4 k.7:1‘• ;,
1„.1..:•:.;•'.'; it..! .. ••,(..,'. .1F(''.:(:•i'l •-• ........ '..•'.1.,-Fi :. g af:kl''..if, :,r.-s.-.:..z.•"1.'...,4,',c.f..'"0)i;%-
.1 i
.... *.e.i,./F,',›-c;'",'‘',', ' el),,,...-""":'..,i,,,'.'"*.!.•. .'',..:"41 ,[1.:-'',;..4 rt,v.c.' ‘.;c."11,...i...`tt''6_,„,"•-,r-'T.1;1
••4,4.9. ,4-4,,‘,;' '''W ...:;+' '.1:: i...r.11,i.• V;-•••-7 ii ."-,-''t tr I' ' a. t''''
,.-' '-• •t•• ..' -- --•-:1 .''''-',,4(2,-1 - .-..-4':-01,1J.: 1. ..•,,,,7.••,.-:*';'''4:"...•"."6. ".:".'.1-•,7-.1 '
....••••• •,•:•• •F .'I •••• '.17,Ili 1 r.-•••••-•,-.,t 1 • .u.A'sLI:sivis ! !I Lr'7,7i7:1,;:::-,'..4:?:•1-.-..:.-;..i.'"a;rr")-,•::: V;
1 r....-i*E-.';'c:-;! 'I'•‘.•I-,-, -v,I.,,il.e.: 1•„__,-.1..,-; • ! ,--,-- .:,,, , 10-1.21•:.,1•..i,-Aq:••ci::•1:•.t..41.•'`.• .•' ,-.4 l'i,':'..c._.,:s4.:1,..1r..`4..ii.,...i.,:-'..::_illt-.1.:1-1"a'..":.4-1:.,‘';',11C;57.17:''.1:::1,:',.,:.":::'.•:::•.i.11:0,':7\:::)."-\''.7:',1;',::;'i,61•;?-,-,.'„,..1-.::':•-1':-...i2:.i:.:.:'').',...!$"":.-:,-:7:4,,,e11;27.4,::7x‘'...*:',.ef...:Iti•:-D..4.iii_r,;:j'i'fil;:.4
:....:-.:::.. 1.. - :.',,1 0-,=''''-;•!1,<_•...‘-z;i' .;:_-!••',-7,1.11:4;„ ,,, ;<.••,:i..,:_,-;,:i;,:i-,iskr's.:!)-,,..,..:,,i..l...-..7,11‘,10) • 0 ••'::.':?, •', ,,5,0'.• P. ;;;,;;i9,1.%.1 ;-'i.:i."...iix k_th. •-,F)'-'''' .--.4----' • '' i' ‘!'
, .;,•...-... , ).•'',-. t.:i 1 li,.•••4.-:-cc: f.`,4•:;,?•-' -:,.-; -11.,•fl, 1;14.•.wirc•,1.,.;4'2:n!.,?•,...%.1/4:;..'-:-..4,..,•• I,' ts l':')•4,-;.,c. . -ii• •,...9..:1,;:;.,..0,s,',.;'•\•ti;ts..--kk.i.`,..--,..------,__..:-:,..,•','-.-1 I'•f.-•--'P`'. -
',,.... -,„_...31.t-- -. -,=-_-/IL:4....L-.,'I •,-,'_-:::--T.,,..:',..i';2,' ,,Pt.•;-,•.!,11ki .:,;‘17:;,.•.',':-"`..z,X..-74'..*.:'::1 1' '1 -1, ''Itt.-- ,e;4, ,ikj-i,'•..,•=40.1 .,••••:.‘1.:;-V,,,.."-•.t k.l'•,e-••f•-•:-.44'...,‘.''•1,1.A.:' .‘1';'4-11-11
; 7,,77 ....---,•-•-•"7 --;:••.•Ii-fl'rit•77",,....7.-‘•':.i. :.iiii. I en,......,:...,...,; k li,,,!:,:4':::•,;";J tU..*4.4.5 •',....-.'•..v4 x• .7;.,..-,1••,T;>-A, •::,:,...,,:t::-..--,, '..,..;-'•',\•.'s;,•'-:::••••:..''''•••''.1•-, 4-,, i •-I,•!7, •
.1-,,•.,....•...,r•• • i••..:,-•...•,•,,..,..•••.L 1 p.... .......-1-.•rx•t^)..7.).11i,; :X:F:!••.'.47.r.r)i!....•••••"•••••::•••,••")-)•;:tr.,12.,),;.
..:"''.....'''''‘..'''‘':.tf."4'r 331144.1.r':\1•*•%':t"..:-11,),•?•'..i-tiikO•i‘:•••:%).A':':..2.1.',",:•;:i4.4C.7.;'•:?• •is-':-777.:'i ..•711:;
;•,:.'.1'."`.,;?:','1:'''''' N,•••%.'?.2-•,I!''el,‘4:!r; -;I -rt. .•,-.."r",".7 j‘,Lt;„';;:i,..,•:::A.,;(4-1., `‘t-..,c.:%•14. ....-77,1 '
.....,;...-.• ,.,;.,,:‘rii,.),.,i••••:;;-........?. ;,.....„At., `‘ ,• •.. 1,:,,,,--1,t +1 ,..,,,•-•.:-os::::.;-;;,,,,,,,----,;•:---ii-\,,,,,,.--. e •• ..af IA C-. 4.7;1-'r,,bi):1 c;C.,..q.f!es:::.,,V .,!--1,4;... ..:;;;;T:\,1,,....-cl,f,i;Fol.17.•, :7. '11,15--,-....f:...,,,,4.1,;
,..• i••--,...-:,•:, :::,, ...,.,...............,-.:,.ei.... .1-. :_-_,, L.:...!....„.•_,4? ;.•,...t.:;•...2,•:,:q...k.:7-,•,:....:-.,-.;,,.!...---&:..:,,,,,,,-71 c•
.4 zc,•;,._,.----F...---,--„'T:z- .4.4„. •?%P.....,et:•!..ii,..?•!.%':,:4', t.••••F•-ir;- g?:;i.it',\e'•'-'))-7;;:irqi 5 l''';1' '.7.'•'‘.;'•1.4
•••-'..2.r.":;;;;,•,. ..'•'....i''.....-.';',.::; ,1!.?.t):-.1.: !.)-,---,. '-;‘i' :/I *r-'•-.7•1*-:.§X.c.'4.;,..A'.: p g.. :y.'.:,',...r.;-_...;:;i• a " • f'''' ''•••• ;:kAiesil•,:t'it.s''..1..,''q44.;;;'.1\.,7;.;.;,,,,i,.... *,,...-.-,t,,f.V.3.: :IIIVI'4...1..,,i,
I..,..;....:.:'..'...-,....-... -::•':'...'...L''.Y....,,ti;,,,I,,,-,.-, t,--- --,A. , i.,44',ii•;pf•*,/,,,JF,---14,,L. .:.„.,,,,,,,......._. ii . trto •..7,,,''/..... ...... . ,.,•,..q, 1-i '•'), ..\,,. ",.....•-• ,,...,..r.x ',-- ,A,1,,,,,:;,.- ,.......m.-•-•.• ,...11,..../1
••••' :•••'••••,, 4,-;:ia.2-'4,,:t•73 ''' .L-777 1,1:0. i,2,ts:-...,.,'..t4,1,,I,,ie ,;.;•••;r...,;,•-:, _
,.:'•-•.'-`•-•:_-,(.31;----• --- ...,...,;•-•-,-;r4t r..k...'"'"'""' ,of. ,, .Avir..p.„,,,,...*,_, ...,1 ••v-,'.;,,--11"--.1 / ,',• •,di,,t, 6:,f%,-.•:.•-ezVqf •'N-ci•k?'•I•v ;11. -1,,IIS"'••:- .t.:•-s'..-1`.•24.••••',,•....!').Ettli.i.:•,444-- .
'LZ----;77.:.-...R.;r1177.7,,;:.ip,!;‘,:Affill ;t).-----.,. 4• ,t' .-iWi-t1;0•>':,'•3--V,i'-- itY.':.:.'''-•,.! A
I
r::;.....?1..rysii.i..,,,i,,i53,3,-.,;.,„,; ?;./-,,,:„-il;,,,,,v,;,,,,..5....11,•;. „..5(4,\,44„,..‘...P,.....;,-.•..,,,r,,.,11.,„,,,,.-•;:.-„,
r"':...le. • t.:`:f,!":,,..-...e.'',-z.-.4,,.•.t\A‘1•A,•1„..-No..:...., ..f.;,.:),....,•..N..•_,,".._.ce..:i&I....,..,;:,..•n oil i 440,-,:l.•:....,......-..
i•-,.... .r.,1.-. .:'. • ,,,,.:-•.•':',..c-7.';':•:,..':-•:4'f-A L., ''.---;--:- =-• $,!: I: 4..4.-...v,,,y<3,1r5,./!--7.-11':2= ••-A-,;•1'.73!)-1 4 •.-.01,,•%•,,,-,..,6,•,•, -..,...F.,,,,,-1•••••••:-/ • •iy..f.',...::‘,-,-4s-.;--";•,\s vk-6-4:3 v.-..-cor,-t,-.,,,,P,v.',0,v,s1
i i::,..!:•,..,?7,1;.2 L.4••••..•:-'::';`:+'-:"''•••,•='1.-6:iikt•.iff:'.4,:-'Ci-0::,,-',x'.1:4t,•;' r131•'4.7f i,co f ‘,i'..4j?It,
j
V •.• (. ;i',-:7..;!-•`''?.2.1-;;41h.,'.',4?..n';''Si..'...:.-;. ,.:;,-.-..;.::17,1;-!.",',?0,4.?.....?4,c4.0e:-. '"fft••,''''...•-f,): ,
.
.
.
,:•:‘, 7..:.t.v.- _,r-P.F:,•,;,•;‘-'•:cv.' .•••)-.4.1,"•44ti•••,--r4,'•,F, ( •• -,•_.-1.•-,•• 'v•-L.• . -li,'"Vi d.1' • ...'.-1, tki„..,•1Wt.tr• el•ZOk ....,.;.. ....••1-!--:.--`V.:,.;•: ,:,'-'•,.., .,,..1,...,._•_, 3:6,1I:c.f.,CIP•i,,.-f•rg•44
1•••--.,4,:....r.':;',.Cc!:L,,,j.•,...-...:....:.:14::`..,.-'...,,,-,41;),,,.••,./).. ill,!;!1, il r.i4:111-,v5;..----,;...--z-,..-,r1 .11.-..`•'..!ill .. .... ...,,,S,A.w...."0,„et. .. ..". ,k,• , -'7•-•:-1,,,"i--4'cir • .p..',•01„_-*I•ix:19 iN .
1..,.,r.,..:.;::!.;.,.•-•i-.:•...c;f?,,k;'•':-.7-1-.;;3.., • •-.....••,:.r: 1 li.1:47,1,p3F:r..7-•-••i ... =f(-.1 ti9 )4...• :' .,1...t.::::-..4`;,jratoSY.-•tISA \ ,....---:•:.•••,,r..,'`Z!:" -...7-tf."4'Pi( --‘,..-:.-...t. ••• .
.;,,e...1...1,,:.;;•!.e:..-4'.1.,..::,0•.":%;?..t'f•j:.t..1'•'1 ::.-.2•',44- . 1.1''.''"titi 1'41.-1.:4. iv- itTk'' i 1,4. . .‘. ' .. .....1.1.'47)1:y4.9 E/NT!'"" '. ....,,-,-;nr.'`7,01,c1:-/‘. • ,sfc.;•,41' i',.'7,-'-N.: 1_; .
,I.,,.;;..,•,,,,!.,1':-,,;::'.‘leco'iiii:,,-,',2:.,ri";,ti,-......`,‘"--it-• ' i Xti.-1:"..--4C;r1/4"ZiiT• te!i',V.g,it-i-iiii 4 b•- '•••••-e17 V‘I'',00•91 .-• $4.1•A‘°' • ••'"C'ir.••'••-11• )..16 t' .4„._ct• Ile•V .':41.0
•••'.;..:ii.f I'::;::,•••••. s.:‘,-...•''.'...':...:•,,;.•,..11;:',41••!,,;'sq•t•.:,-.;-,-.7.-.1z.te i:ic.fy.'4.1.1.:,x4W.,:•;...,,t;.1.,•,:•tr.•,:,(..,1•,,7••4'
1
' "*.Triv2.:isltergi-:•.1'..-7%::, :cr:‘), \::':r:; ,. ";•'-..m.., ',-;.e.':' I).,,..11...a_.1...,".trZ' [,__'••pi.1,-
ii•.'4.''...i":::.".! :•.:'';Li:''!717.7••-,•'."'*'!(A'A.11.:=.''2'S.V44/: slieZtl,„,UkVI-7.145'Njir'Cl.':::;':7::*t•Ai'll LI% • --.......•.--,-,..,,----1--"L'irei.la.I.--,, 1... -• L r..1/41.;!..,,, "....'n', ;--,",..ib.)...•••••••••!;••••••••'• •-./•••-"•1 .
.•;•.•;.•-•,...(7.."...,..,•ti i.r,'...••••••:•;:t;;Vi.•.(i:.:•,;,',••i 1'4.1 '..2,•,?.-.4 44 !• Sg••ti‘,. ..i•!5'.J4z..,"',.i'.4...f;••••!.'ir.i:`,-pt;•‘•';;;• V f...1.• •••••.,.°••.-7-:-/..:-..1 ''''.... •.:•i • . 13•••• S.110. .9,y,.: ETIPirli..''.;13:1:1
.,•••!'. -,;'...'7,"•k:i,.('.:;:Yt:;•:....'. ti'7'.";;,-c'ti:,'"it;:4111,,11.1.3;:..tfi.s: ril.f ;ii Vi.,!;i:•q5'-:t.,X;ki.:4?:!"ti4je•it•,,,'..!i:t**:(.3 XI 111'.1.-).''':?..fi....1.'.'...4.'1".g.t.!: . '4'.....:'`...:-;‘.'1,..:-73.•-:-!:-.',-/AI:i1141 • •?'011:t'::,,Ii•l:,/;,j,-4
,.t,%'.2.,-:.'..,--.:7,./.;,,,‘,s7::;''';7-•••:::::‘:,;...1-Y.,'":,:si l 'i.Fa.'il..ill.. giPi.'::Y.;4.7:41:47.7411....._„*.l.'%12'LA'-•t;'''.'4'.!.'.• •..'4'.2 1 11'.'-' "ii:;. -La, .. ,::•:••":•:','I\ '::::,'--,,F••'-`.IN''.'•;•••-•••••.e, , ,I.,11.•,!;14,41,:po...
(1?•... .,-.!..'.-•:.7.'.:••-...,,s..j•-•'/,::::•.:.'i.....1;;;•,i4- i..a.1),:',011;:11;P:1v..,0:AT'-'-•-'1.1::.•.1..;:.i*,;1;Ft-4,F.• ..q...t...!: ,, 17..ri, .. i ,.7,.4,-;,.1.0)1 '.,,...:,,,,.:j ''.....';'. r. •14,7'41'Ft'l t'46 4T1-}r'-',"
•-.--_-.......64.4,44
, .. . '.•,....' '.'f..:;;;.7.':..A.I.If' .7'411 hi--. 1.-:':'Le:.a.'..1.k.,,c:iti-.4C3. :41,.1'fl:."' ' pa.4,..4 ,a,,,,.1„.4..t•*p...--lei•Aie. t. • I...y.r,:.••I 1 i •f'•, • /ifs A. P •,..-In;I 1.--/k 1....1, 1
•.‘!'.;-.: ;::?;::.-::....,;.....,.::::.:'..,;4.:./..,,,,,.•-•%.::•!0:,...4..,',.,1...:,),1,4y,•,, 11 .14,',.:_,-,'-:.;;','.7t,....•-•'..,12,1:f-•''''' 4::j't.A. - ,,_„ _ _„...__.._.:,-__,,.._._:__,-•••z...:•„........:•. •-.....7, _._L' . -•9 21.10:- .•..;••.•ffa•Li-'..-.:
9iiii.,,,..„.„.,......,:,:;.,,,,,..„......,,,,„,„....-..,,,_. ..:„,i,,,....,__....„;,,........„.,_„„,„..„-;,,,,,,,,,.....,,,,..„„.-.,..._,,,.,„„"„.„„:„,,:,,,:-..,..-1_..i...,..,.,.,.„
,...,:,,,,,,,,i,, ..,:;:.:;: .,:::,,,!,,,47,,:,,,..,; , ;ii., i., .41,,,,,,,,,,,,;:4:;,,.,,,.,; ,,,..„,„
,......„,,,,..4:„7'......,..S -.1-••••':11t,,.•.-fil:/•1 •,'" 41. PI 4rt• '11'4.'14' `''t.4513';,'i'1..11'.i•-••••''
I
. '• ''"4' .;•-' I':.'"":"!:-1".4)'''':•V'...:4;.11iLikITC'OALe.Thr - 4. 51';',314",:.,(Cii; ...?-4T.. Ti,,
J. .. .
.
.
.
.
• .,4. '.....1-7,•0.. -...-"• lii••)••',i,.f-J.•."1 • r 1• litt$ .5.•,...,. . Its.t•;. .,
".-4:. .:,;''-_,.,_.:.,..-:.7,7.':'-:'::7-------.7:::.!•7--:_';•'il'.'.'•,.-'1 I:li tit:1•'-:' t?V.:I t ''.4--•••!..:•1"4 ,31' 7''''" :A-.... ' ',111; •
ii!p . ...2:7. •••.,,,,:,77.,?,.;,-.Y.,:...1.-; ticit,.....;,..'f'.,,,/' '...,,,,•1...1....'- . ..,,,14 el.•N., :Ii7j1 :-. •-;
.::"z:'-'17--:'''---='7-:':',:-Th-;-'"--'-'-`:.:1(,:z. 4, , .t:„.1g.r.itkIli Z i4 1';',;",,,,,,!. ..1?71.tr,l,f 4.• ,t-,:i,.;•
,
,••11:'' 1,--. 0,.e..:..-" -..kck3 1,:;•-,::!:.11.c4....da'. -i 'fi?.:‘.'-s'-'--''A 1 . il '1,- -A"i'41,",- ' ... •
........-3,......)1147:7!•-•:-/;7.--..a•.-7•it.:(,,:--by,•,-...- .1 colt,k r pi 73 1......ttt;:,.---...,L'...)./'ii 1.•a:./ - . ‘.•I•:'. I- . ,1 1,-a. I ..,.,4‘... , A''.-• /)•.*:X...; " --.;Li,- r..-„\,,1 ...,.,.,--..1: .
1.:1•,..„.•;,.f..,:••,.....i-:•.:z•,..,,,i,,.. z!.-,,421,-e:i ' ',I 7//li\4 1 - '" / iF••: 'II "f •
e)
, ...:„..,"•I i,•.,i,I .,,,.,,,,,.,,.,,,,.,,1-4.,,,,../,,r•:.::: .--4,..,- 1 •••... -.. :••••••,.::-..,1..'S'it•r'••••, ...);,....0.) •
.
•
• !.: ,.4::;•.•-•';.•••!••1!•••Zi. 1._...„-• •:•r.,•%.,t.•.„•,1P.rt,:e . .1'Cr,i'.!••,._:‘,', 2' .. ••••i.-..:..••;:14i °1-3V1
''•it•:.f..."'.4.2j 1.,:i-rth. WO?‘5.4-:.i.'4J-11,7'..,..')C%t•f..:.=:.1.1..; --..t: ',..1.4,,,-24:_te.........:•4:-!..-.7't:'7,-::!:'-'..-
.t,.:•-•:f.:;:?.....- s.;;i..-1;.: ..i4',.A...• ;-../:•;:.-:--- '..4)co..,..11.,71, • a, ''''.7 k--714.17/ ii ',.:.
..:,...1:,•;••%3,1P7--tcl..-,-..•.:•',.....,,•••',••!•;:•it.!.....• , 41;P :P3',....,:.•,-. %•10 •• ' '''''' ij.•,••..t••••• k.e:.„,„ , sIF" :X'''-'r)L1 ',it-4T-4b"L le,.:'``...•;•.Z.:r,ril: r;tt--„, c. ':i 1 s'Nli:•:-.':,,;•,.fill-,,i '• ,.• ,,,
i-r,,•.....:- ....i.f.,;;;„4,---•,::::...--1:t-7.1,.../,••••fi:,,y,,,gprl:I, . , ,,a);•e >.‘.._, i -.•... p.•,•!••C'.,.. 4.c.,:'*e.:..7* (11 1 •-: i''''',t.• •,L-... *.r..•••••.V.,.....%.:./..•'./ '''''s 4:I.' ..4 J../ '•.4...if•if(Ct • .,-. ' ,......••••",....
.'.••••7‘1‘:....--....;;-i••:M.:::!.....,4:/...•,../;71.•ei Atii:210, ,i te.';!1.‘ °•;,.....„ -,•'';`)!:- ,..,*:-•4•pi,..(f.•
i'4.:C:.,-..A1-.•,,;.V0.;!.(Ait:L+.. ...s.11.••.•1111:114 i: .f•1'..4..!'‘• ..A-A L.1:441.•,:"" ' -1.;',.., klk •'Ii:i ,•P4 I 1'4 ..t..., i • •••::..;1'0,;..1 .;Nit.").!: It:. .t....i......J•';;;. ..)••'•'.•,.4-••",‘'''. ........;;-•••fir;r•j••••••.'!•-•'-I
1 Pil.......'.A.•,)1.i•illi,t 1Cii. •:;( .1•,A'))14, ('i?••:i•q•,::%L. k•./...,...!--,--,.
1 iff;i4P'::1;:t.:1:11.1 elill, I•k'i."..:1;•:;1‘. ' . .'11''•-•.1,1;2,i'iLf. iii jr'i*".';',..;,ii•-41:V.ej 1.)•.;‘,...-'-'. ), t:•.;-,-.7-•;.N:
:iiit'.•'.".:*::':1!..`..;;J1:17....4.-,:..1%./..1,-,V.':ii i. 1 ;A:','':.-', .f '1:rs',.-.....;;;', ...7-;.-41.„,„::,:;,,,,,,.!:, .!,;...Toil ,t;Io.i.,,,,,;i:i1.17:r.,-,_5,,.....,..:11,,,,,,.-;.zi,t,....,z&v,0:i:,;:.,........ ..i..D1,,.•2,,,i-,:••-1
t
I
I:71''.-.,4-.......,t,1•.-:...,,,,_•.•_:;:. ;•54;..,...1:4;:•/ii:1:-.1' 4 oc.'.P-4.,...' -ItIr-.4//....Y.- "t",e.... ..?". ' ,,:.ii;i4 4..9.1-;.•!7r-F,..,,,,,•:.••,.t.z.,.!-,. .:•,P.,,14.--,. 4logi•:.....,-G-6AV 6 4s';.f_77;i:.=:-''' .(--11:7it,.l'...'.',:-.....
•-•...el, ''.'"t'''.1're ,--,,••••,•----ee,.•, .,t-4,.:1:.\\t T,.1 rl.',/.,- • •.,( •Pi.,..-,'„W.?) ' ;l'R'`. '4•• •.;•)! t•*4(, .'••;';•••".;;•••-'7----'-'t' •• )1:,ilci4-A..1.:--i-.i.-Fr.fT1•7-iar,• ••,..1.;/•.;•:::,:',.1';),;11,
c..V:24 4 C;777.177•4;.fl'i.....: J1E).•,,/ -‘1i. Y I::•,I•'••••rsY 4\V•1" i`,.1,1-••,.7''. 1,4'...'.-"g)i'in'"-.1. CI.:11 1 tal.,,, li''_a_-,.,,..'1.•1.ro,-7--'''•:,::.;',••••-• . ,,/,P4:411-..--_:-..^ :•-r•-•C7,,;-.1 .....‘ .1`.-s"'''''.4%ii3,-.:4',1.--r
1 .; - •'r"•if•isw 43rd[ " •10-'11..2...;t.'4777,1P0-L1..)701/1.L .i k••••.I.L.A.'•11,.•....:i
,i.•‘•••it •••••''...,',7•:. .'.•:••••:1•••:'• ..„,,•• •.!-- ,IV• '•'(•'•'•••,,,'il;1:i :; !4 . . ..;i,,,..1,4.1..,,.. i •
...‘:5*w:r.:413 R.O.."(L:b?.... ..t. ...._ .„,- • qt.' - ..v--.- -•- • ' •--•:...-.: .
,'k:'').'!.•"4....--- . ::,'7 •i'.....:'..'-.q.'.....^i';' t
'7....2.7.,..,..7.-,.7.77.-,z--re-"Fi:LL:':,'•',/,-,,A.:/P.F1'• ;! ?. -'1:17sf. . il)19 71:(1,1 -;" 1
p....c...7_
'rk.l... ----------'------'"--_____ , .i:c;tilift• 1 I. .',:4'.1.:':3.f.'•'...11o.i.:..4-,..-r i --.--.7.• '1••,.•-r--'r.,,- 1//'\1
I,. ..... . , _ 1.1 . .... ..._.., .1,1 .1 ....., ...... . .
, •,-4,...7.-. 7•7:-.,....v7,.i'4.IT,,i,eli;•;,:r 1: ..itif*,Jp.,,i,. . 1, . ..., 1, ,)•.f.-,4-.z,7 .tk ...:" -•-•--- .: -• •-•i','' •. rri ' .1.,,a - ");',•••ar, ,• 4....1-i,..,,4. •• : ••;•:!.....,•Q:,-,11z.t.1• (0
It,..eit:•'','L.t.:1,..-,,\ A.::•'•:LI ...,,,i,-,...0101. ,I 4,, ,,,p1,j,.).%. , .L. , //'0 ..; 7••••-"! .:1, f.7.,..,J•••,. 1 til!.?1 ,''r-,,•rV.::•:pli,•/X•i''.. '..454.4 V. ;-•i4Zt•:..';•••••/•5•:•?..••;•••/••e3,„:r;I::11•177----'1.- 4•!...'4 -
;..‘-•-_-•..!-:.:,,4"...';,;... 7,-.7,.f.'.,,....-.4;.,.7.. ..44.1) le.:7,7;7::.7.4t,+i(7'7/4 ,. ....•,...1 1.:;„.•I:L; ,
5...,.,..,.:...: ,.-.•.:-....,..- .,,,,, . -•••:•••,•••.‘",-1; ,g_,V.c/.7. ,•.:11,1,4,....:• • .1-•-,;,"4.- -..) . P .5-0-•. .'t•ir:ti.„1'al'' ' ..1'73e."11.P. 1 • .;;IC•f:;: •;••• :.9e''...i;:'*;:5•-•1•1::•':•••:•:;•.:tlii•.. ;1',11.. n 1; r-• .
..1 :-•. • -.•.:•.4.:.".7 2•-•‘,..4 4.^..1",it;.,:!.1.) :i• I ti7.34-• •iw •:, '' /4 ..,_ •l'r4;.•-•10.,,j,-,[1
i,
.,i fr-IL/71- •::..--/L 4„,:..1•C$ri- "3 .,» • ,••. •:.,,.:.:,:;.-,•".;..!.!)% ".:. ;•,,-...V.:ft-•.,;;;'...r.-,...i.;.-',, - -•,•:.-::rt
a:7`,-..;:•••:..''.-t. ;...7./..,('.'/J.,•.f`4.•''''.‘14::•41 il''!'f".'",,;-.'-':i'••••/. rei'-•, '• d 0: • ...''''''-4 111....,7.t.-0/?.. .4..-1.3. .:-1'i 1,..41-1.t..1qt.•- ____/,1 1,. '".''' ,'?..,:.I.:1 ..;1'.':'i.g.;:::,z;....-..:...?,.-:,;.-0.,F;;.t.1.7:. :772. uj
1St?. --,-.7,7,044••-• ••••,:•••; 1,'''',.'•••• •••..:„ ''''',';•A ,1•••.:"....i3.0‘'o'`..7''''%,?..:3V4.1.4.r.it' --x, (._5
!L.'•'• -''• '•.F•‘rii,":.;1-14•'-).-!..:;•:'''''-le .1.0'4.'7'-4i',' a •,'* eS; ' 6 l'179;"?.k: ... 1 :-,••••17ttl:.•11 V);ifVzy/.----Thll. 1..(':(1:4,1,•••••-(;;;• ,i;-;\ ."it•}.0•4:;27;.);;;;Iiii••••• '-3::f..•'. .C3.-•.4
j.. ,•-.:7.'•'..:-.3 1%.,:.' - 7•:•5‹,::::.',;10 •,,.il I t : ?•::65•4:*''.• I r '', ITt"e7•1 fit• .4t442,1,..(0.- I ,:.1,....,•,.7...tg ..,...,.. / ,,,,...::•,,,.. i: 1.,,,,,.:,,N\ .'.e.p.:-.f,,,,,:„..,..6,14:3..:.ir!;41•.•;4:.:.../......,y,-,,5.- •••-..q.-- a
4''',,,.........-,I.v...,;iri'P.‘,-,,.t.7,--orl..:.-..',:-..It.".:?.`t,''-;:.;`/. 'i•-••./..,.•1-ij ' •.••-• AA...-...j.,,,,i''''..71•Lti,•:.%-• 1?..
`:r l'.!.:''t: .-i• '?..-:-:.:;-.4:7-0 gy';',.:!:4•7;.. • ..E.',1, 1.....;•... ...,,. _,,y, .„.1c11..zrA;,.' I :;`1V6);4' vcrli-1, / '''!11'• ' p'•-,:i-,:.•,'..,11 • ../......-.f---7:-•,•Y.;4,0 t7r.:7.----.--il
'Ir).--"1-, 'V If•=?T`-V.- ....-"- -,.'-'i:;i• 1 '.'• ;5:, .;),''`--z.r.wir,f4r,(425-!,:-.0..z.--.7-...0.-7`.7•::--.
. :1 ;;'• ::/... l''''''';')....:'--..11.:-...(/'•:';••4',1.`0 ti;../,c1:,‘ '.7.0f..:ViSt-Akl rZi•frtl'1,:si,,t;
iii
pg.„,i,--).,,,e i \;•.,..... t
•.•..,.-,!.1-,11:e.q.....t".•" -;-.?"..i.g...:-7...-56.-3.!.. - .ft. -- . ..,...,---,..._-*,.....0. ..
.4.:: ..' J. ,g•- .7'',N-i.- .,F4",;41t:Isi;•- --,..'; ir: 'I/0 j•''-'•-•••. • ''.-•,`•-r-=-3-- ir-e•;t:-.•,,;.-iilf'..',:
4
',i,r.t..F.1.•'' "i7:-,-N, :,?,..• .-.*•-•c.'4 , I-,- -. ./..., • -,,, •,--• 1, • . ' •••,....,,,.e.•••••.-
:;..1,--;•:: 1:•,-;:•;,hl • '' •• .:_ .i.fl: *), .,rk._ it'..,...1t.,•-i4••••:, 1:i ----=-,:::- '4 `---:-:.---7: ---,:i....v_,..7-7-77`ikci,j III *,ii,'', '777.7:,:z ,0--;-;f14'W221A....,,e.‘•1:Ciaii.iti:. ..,_i•..;.i..
...:.;..)e,:k1i7.'.. "--.k..-:;:;1•7:47:,,l';',c;••ilicli);•.t. -1-. ' ''' ;',. .i;:.4.'11 7:.F.'1,4-.Are;
,tb::.,.• • . - •F.1....4...,Vi!,..•= • I: • .1 ilif ..,..k: :•:!.; J- !,9.F4-,./.4c,„tt, , ! 1 ..,',:1:3,- 1111t7.1,z.--.-';;,-5.•'.•`.'•'//,',.''.7-'4 .11 i .tqtr.?"1.• '"/4'"" -_,I'V_>0`1. 71"':fil• , 4:..'‘
-0,',", -, ••'• ,•••• 1-''Y,):s.,,,,et,-Q,:. t •,,,t J••''•....-..t.1 -'• • ...c. I:rf:..,•,,•" :'.3t*n. ; '1•14.4'-4f.-''".'1 ' • •-•'''14C .4i1 l',14`11 • •'.C7.:.;1"•fr,:.1 / ' -VRIQICt,"''•••711:11'i -I•g''‘ •
4).,•••••" * ' . • 'f..);3•4:i%'4424,..i0t 1: li ;.{:;',i:I .. ,•I:I•_'it.. . .c.22.1',i icr41.-.4
...:.t..;14::4);-- ' '' '' - '1;3‘4`4,-Ai -1 •‘•".4),'''/Ill' "t-••)-• • t + ''''. • or-1-41 -e*IT
i.I'i-,f2TA -+)-• ;CI ''''. ?. •Z •Jri.:,.> : .,.. :',7.,•;,,V,./ '.1,111.4.:,si• .71i iay:rui 1 leq .
. •rt I .% ,, ...•-•1. i •.'h• ••
7,.....L.44i...'"1•••••••••"••••••Th.",7_••-•'.77:•;.,„„0"417:-..i,t4'i;•r'S•,,,i.i"- ...F1,,.:1 041 d'' iliXt,,,‘'!„i 13 riel . .44rtiii....'34,_jii,i,.:,,lit.•739,:y4if.,...!4I;t.erit,..,.' , ' :•;,..;:^ IA-•;.4.4-74)4,. %'•'''4.-- /?4 ; ''T'L-2.v/..g. 11"•. 1-nr..54•6::..'0 -.,i, IS,'. ' .
,!.':i it..-,•;•_,':::u.2:-i.,.;i=:.:;:jf:;'-`).77q171,i' .• s. '. ----sieja. " ..' t --7--4.x,-1-Y.45;" '13..„-!:-. -- G4 •P2C.; :3 ,...,,' ..._ td :11.,11.Z 6:101.1
;il ja..fV:. ) .:., )¢3:':,...i'Veit- .•,..411 • ,i,),:s:/‘Ariet.I ""'"-
:. ..i__,„..,...-....,...,,,,.“- ...'1 f1/4".,.7r,',..11.11,,,,i• i .:k.„,.....:,=‘. .,, ,,, . .-'• 4„, 1 vh.:,,,,..,,, .0 ni.,0,-.: . ._ r•••••3,sh...-11,,i., J eti.,43,‘,„ 1, ve .x..".43) t,,1:1-Y.,41::4),. ';4:171., _'r,b'i-',:ri-7.'71'0 r: (-1:)
..:_:':•••••-•... .-- . AA1,-%-tver;le, I :g4 ' - -'•-•.hreP.1-;.-.. '''&i, ! '.,0--.,-;• . ri•.,.•,. ,.,, .-.•.----,......,..,,.,,..„--,‘„\\,:,,,,.• / q,,,,,,„.•.,••...,.:„...7 3,, -5.., p r"T Vqe il ly;t KiV y_ OD
--*---- • • ' '''.'":'•I--.,k14. ..,.141i' ',..•r's.3..• ..4 ••,-.t.:4 .,..;•;a:.•,,,••••hiyqz.-s-,-..-s, Ai.i•I.,,,i4.:.t
.. 'V•' ' 't't''''Zi'•'••5•°'-',V4.-14:',3i. i'e-t: :' 15. 'Pal:106,%1Z1/23:1c.Aiit=:'n ••'.;,' .1.1.fi•t• 1 iiTir.,;•--'i.'2.7,'Z' z .4.,-..psi, .1 ,1;to+k-14,4-, 4.-4•r,4,-;_...t I iik_.1..t.,L•li t.....iiiff„k.,-„; r•-
'i:..i..L- k• ?.:',;ri-if,:,•4,7'•!•?1,'f:8•C'",:. ..< :nitti•'7:9'1,1" 0:',71 ,.‘"(rililiIK
I
.
.
1.: .)...;;;'''.'..,;-":",....-,,,,I:.,i_o•(3.1,1241-..vtii"x•:..-.:...,‘ ...' ,14.1t,:4..,„h'''..'t,.u.f.',4';....1.5.11,..•.;4ti351"11 :3- 1,..f.k A•••:`..,7*e.-.-I•e..:.!...:-'7_,41 it: ui-
..•-•:'-,1•'• • ,it','.0.,....1.iti';';,•':t'it.ii. %i!;4,4:1.L.X.:,•41. •:, 't,( ..4..,:r")'1:1TV-11...4C'''‘..ft44"-.4)„11%/..tr'll r,"re•tl:,....1:•...a'':CJ: '.1..• ..•••\,2• !‘, •....•1_,.. ' 11•t. •,•••t.,),...r.,0,,ezty2:,..f,p 4,,,, . , ... --1. e•.,:,
., .,,,'...:,-..t) Net••.. t Lij•171C,‘ t ya, , I lit 0,(4.".•,t ;y•41,..f-,..• ___J. '•••i;/..,4 . !'.5-;:i:f- 0
"Vt'......4.'':' •I'i..,k14N-?7...t.'C'ItNf,?;I I •Sco.-s:.', CL *5•'-'-0•.;.r;4'4141'41"Wi, ' •;.%717;::7.g.•$••..•;' I ?... 16!...4 f,...,, .•x id,'‘1"ib,.....,4, 1,11 -1,•?..ptIA-v•-1370-.) ..'•-e'l',..ivs ,..,,f7-01-4. .
7`.:(i c • • -, '1••:•-•'....,A.:•.1,;?(•-• . ' ;*1.:, ,io ,Ix..., x,,•:,,..t., ,:._?^.,.;-36 .71:1,,,,,..,.., 1 „.•:.i.4..: w, 1--:;,-.•4,13'.1 R 1115'%;-A-f41,14.--A7-rrit.:A..-,Ce„.; '41, Tis;3?i'•
7 Its-,' 4F . ./11 r,/,...17,..,.•,!..v,i)I. i. ?,-$'‘.7',.: 0 '..T.,,:41*X.:11,'4e`...14)k' ''rt..-1..C. 'i-' 1-'''''''7'.
,e.v. ,..1.• ''-:,,._••tv.i...4.-•Je ' It?;,,,,-..;•"'• i ..,...7.,-...,.. . -. 5.(.,..F_;s,:c'..,,-v,„ p : ;.§!.1;••• .',„.-•?..A.47),';1,;:i.7 ,,,,.„.. ..r,,-„,
. ..,.
.•.,,___.. .._ ,:,,.. ,,,,,,,„,.,..r.,I. „.,,,F.,, .i ....,,,,,,,-,.:....,,,,,.,1 ,....„...„...„_:,-,. :t j•-4 t•. .-1'1' !)'•':'.1.:',A1:'• • I A-%"Lii'tftfzc,wiT'a ,.- if:" '•( 11-‘4; .
.,4. -7,.1,r---.---.1,. -,:.;,-,1,•:,,,^t,• ::t.:,:an,. 0 :4.1y.'4.,...tt-,N'..etit..4.4,.: p'••''.1",•t; .t.t......"'.-",... .z7.(I.7-',: t';'`irittll.iiI" I P fgt.',1-•••12, 1.„;'‘ P.• VILFr" Gg q -Eir 4"
Z.---11P,,A.Av:-, ,T.:•-ttri;`1'.:, .:: i IX-'s-?1-.-t1 a, -t.1....,.-41-,q):3,,r-tip,•-,-.. eL t,./rt,:,....z....
.1 v ..- i 7.-tp"-A-7. •
l'•' '-e"•:''''.41'' •‘;'';'''.;'''A• t--4 tob. 6 • ....1.$:-..•-•i'vr•ttg-t'4::....:0-$t.;:ay..15,........- '..1, 41f=25.14;„ •••••7•1711?),14%41:3,•:•::0,3A I.; 11 ,,,J,4:7:?4g.Y.7;:'-61.4,-- •Avt,•,. it V,,,-,kr,.t.. ../1.
••:.•7;-..,•,•r,?,..•s• .•'•c.,t, ' •,f0,1 ', ''''''''lLe-10. 14,, ;•1,r,PN't.,-„,,!:.:•••%:,4!,t.••:‘''t." !"1.•.`,tA, 1 • 4.1,5'.0 7::::i',74%...;i1,;(•;'F.:wrifik-t'kt',4:fr.'.. g '''Y .N,N:11'..flir4 1.P.14;0'e i , t'•4'Irlcilt:1' -
.,....r.,, ,..-.„,•,:;.r e,../di: ;•,-,„.,;!••-t4, 1 •,,,,P;-••• ,..;,.. .d._4„,..,.,:•;?,.-,..0.•c_,,..,t',.7-.--,-;.;.,--11,2_,,i.ri,•li,• 1 •„-..;01,,, .,t:{0,.&,;:•:,t-.1„..j.iim.-.;.• 1. ri clip .41••:,..k,... $-?.,'•',f16. -iii .-1.4 ak'V 'TARP
.•1::.'.1'....:•!-:!!!ri•:A"-;I: i:1,..17;.'ki•1 .1 1611 '','. ;(,fr.",.T'71-,,,).1'.,I.cyci,.'ii;r,';','L''..).-..i,,•:‘111'•.'w'.:.:,:1-1:-,.;' (14.,,.!'i:,.:.,.....?•-d,..t.5:,,,,2.,,,,,,:4,,,..-.,•,3,..1.,.;Act. , s.i .q,-,•,,,..,...r,.t.):•.c...A 1.t_s' k•41• i 1 ,27:g_p!ine"„_to
-.1,:','f',..:'•:::-:',4•?';....''t'tl‘f•..z,,,t'iTS, t• .7itr;4,:•`•1• 1:..*".C.,-11"ii :' ',it ..t:k:',1-17;‘)-.4 l'1.114... 111,,P• I Or...,179i3g1qY.W.13;-#,.ria I ,I, .-Ii..i.55,._ -0.•.2-eii,li,-,,._ t.':.1 1.•-TEL A475.,
:. .-:,----.-:,-,.,....,-5.;i1 7,A••-:1 y„••••••/.;.;i...f.....,7,, .,,,,!t 1.....,z,y,..,,,q,..-Krnszti•p.e?scr.vi,......--...;,-:,:..,.,.,,,i 4-:.,3-.74,,A...,.......:. . iti4f:Vii,k124:11 'il1.. .i.eliti i•li:11 "1-4.•...z3W.:.:.-it-qiit.i.6 .:‘-4413°„ ri,,&,:jai*
-,,,77,,!....v.,...i.,.L.,.•-.A,...,;s..i i ....,:•,,,..sircai.,i,,,,,,,,!„,1• ./.4..,,.-A,.:,,,„-..,extil...,... .-,.---,,§4:)-k-;,..
1
1,..A‘,,:,..,...1,,..:::4,...:•:.•••:st:l.,:v.P.4! .; :?,;.,..,ii-,,,,-1.;,1,,;.7f,p,,,:.,,,eziv1.?f.'A;:,-.r.?'•11..."'S•:',4 •.) le-.----" ..:•.` -.1.'•r•-..% ..t.V.."I 1...ii 'f'S(11:•,'ei.‘...i! ,',A. . 11•14:,')Yel,cf;,f,--.A';,..:irc-'.i.ii
k:.c .7..,,,,1\:.T..-•,,;(7..,.... ,..,,,,,:i., ; „t.,.?.:::4-....,,lia..i.p/A:.,..4!.,e..!•+,,,,t1,,,,Y,r,t..-,p....,..f11:4 F;•,....e il,,,,;:z..,,,;,•
-i •• lc 1 )1-47-11t*-.Wine.':;!1,';?-)'4',-.7./ ..-.'.1r •-t.3-L,-/.3 1,--
ir•il':-`,:.:•_,!•'..1', . -......' ...-'c',":.:1' •tR,S,ikt„1....rt :,F ,I'V.:4774.;4514.i-fiii. :47./.1s.ti tr'''sliA';‘'. l' •';',.0 r.;7:g,•,...74IFIre,,, F7a I I:, i't•'.I•14;.:':'17;:..jr.'A.15.1,1:11}1r71.:,)1":I.:I,r!srjiliq'Tet°'4`1....V./1 11,k-I4
i.;.1:!,:::•..!.7.s '7' ;:'.7..'..tt•;•••• •-•:',"11:7 .:,:.17:iii;'?,-11 '''tjc,i'.!:".".:7",;:t17t/.;,i•,..SICR';,,'',i'...f.Z:2;P:r.',';:sil.1,11?7,';'(%....... , ' ' . ...• :•41-..":-r.'--,...:.-^-•.t....171.,4( • ,i W.',;,!.••,7Z:7V.,....,,;•:'," -:7,-•.,s,..,t. •t y t'A'-.. e:. ,40.;,:.•-.i•V`,..,:',,it
7C7-•(4j.'•:r I•,..../tk14,-.03.z•t;-,I I 11 .,,.4.•'''.'1.4'"NAY'''. '7,-.1,,,c,,,- 4,.••••"1-.,,A,
':.i'.1..,,T.;,',."!.:'•••"‘.'3.1,''',:?,.,1/ ••...0.isir,';',:.:i.,.:o::-:;.,..1.)-„i4N,,,lyli:;.-:.,,,g.v...i.,.,.1:,47.-.:-.2),P;::., . .....,.,-•,.: ,,.:,,.::4.;:„,....,,7....••.4,.„, , .1 ,,i, .(....i,.... :.t.: Et ••,;40....t..."•"•r r..,''', • •,.."• -:
‘•.r•:-•f;••...‘',.I••••f3.:. f'•••.-*;,•1., •i•-::.:•,:-!-•":4‘...ii-%'4,:,-.1,;7:,-.4,,-ii.• :,:-?;.••v-2.1.-.s.,:•.•,1 44.:4.,..,v;
i
gtiir,,•,,.••: ,- ,,,,•••,,,,,-,.....t T,,,,,,Vr•iZAI; \','.1,Wily.:'.••;p::::,••,.•.j.,::).....-;:.;,:,;•.fi...t..}...i7-34.,443.•",:t(7.7"...,)i..,F-.. ,,V.I.t)
',X1',i0, 'f,'''zii" ,:g.Z.I.:4.11.40.14, :. '.'...:.,iI.:!'1•,,!.:5;:".-,..?4,.,,!, 14,..i";,,i-:::3,'',1,:tFi.r.,..,,, ..q....,,,„ ,.;,t.el
1.,•,,E,.;!ii.:„.,...s t.••;:.4,iri,,,..,,,-,-.44::•. •11„•,/,•;...415,1•(:,..4Q•4•.:,,,,-;•„(,,,,,,:',4,•?, . .,,,i.,-,.-„,...,:•>.1:,;;;•.:...,,,,,,t,L.:i,i•..,..,:...„
' rt•-•.-'•• .."".tit;„..1Z!,,./41„,•,7.t.,:,r4V4.11.+ ; •,::Attl'..f,.1'1',),;,-;,,,...e,,A..tt''1:1,,!.:.•:;',,:,4,.;:i?4,',,Li{t.,:•••••••;•,-;•:,.;:f.%„'7'..,,,.. r
...,,1„,-,;t2.:„,...1 J1,.:,Trf‘,-1,14,6m-:::.....iciv,2):.,,?„,.t-i.ci.11,-.1. -i? ",„......,:::,....1:17-;,,,,.--z-i-,,,. ,4- .•.,..,...„....; ,....•,...,,..,:...,,,.,,„e,,,,,,,r.,.1., •.‘rry,,,- •.-,c..-,4..-,r;I.'-'...,•-•-•-•:::..r..:1.•!--k. ''`e.t.•.•r,••••.;1,1 D
"" 1--.'•s p.sirl i•;„c-,,,,..-:... ,f,',._ 1 :k.,•,,t, i!,,t..4,_.:1S,;-,:...i:i -,q;,-)1..,•etP,,,r'''''.;:',-0 i',',./.i;''•.:••'1'4 \I''':.;,-••••11-'. Di .''•:'t;:a:tt:ii:i ..irk`,•••?rr',1A-.•;rt:it'4.,•'c, ;`...,, 1.,t\Y. ti,,.14:'-.1...z4";.'... 74. ://i7'1`7!''..V.7,:".1;;,'„.N,..r'ef t:.!.-r...?,•,
-1:'i ..-..,..,i,...., v•••,---.,ii....c, : .k-.,,,..,,,ailf„;?;.;,4i:2-..„,;,,,,ito:•44,.,,,tv..;,,,...z.,,,,,-;...i :3:::,,,,.„.......„
cii. .i....",/,-,.,:-..,..:,:!' Wt::1114 1 i''',.,',Itt•*.';'Z:.'4,...t.:',).-1.;;2'''/...//;:..V:"1.1-"t,l'•i:r*4''',../1.?...1.'
• , .,... .•••• ...-I?L'....!•P ( .•k. ••••.:.(aNir-,•1'....;('`I••,,-.•A,•,k)§...A".7•,e.)R41;r1=';!!•t..k•-•.•• P.:-•• ...1 31: . 1.,•••,t• • •S.4.1'......1••A••.+51 `..,.1 y 94, • ..t%,•••-•m .••••••••_.1.4. al s•....,..;-I n r.•4•••,•?'.,9•./..; 4i (0
17.,,*,•ItAkt''' -
/•_..:,..0:ci,•••,',. •,.'•.!•.;:i•-fi •.1'4.• •.'1.1ii.S4•••111••""Y‘ •'.1%f;f4-‘1(r•r;;': ;:.•fl.' !'l.i's.4•1'il4.ilg l';1%;•3•11•••••". (C) .'-i..• •-••••--,-;---.--,-.-;',..---,4-.4.i. i'--,:-.%•::",b,,•-•1.,7;.-.•; s:... "•:,:•;'-•:-,,r,p !is.,:te.,7:,-*..:. , co
' ''''..-7.-7----f..tiji-Cf.' • '414'41.-l'''r A 1. ):!:'••i'c,:r:ri:'4k4"..i.1-t....1''S It.'41.:....t4...-3 1;:ce,..1.4 4,..1,:1,-. ? N_
'... ,4.iTg.,,,• .;;;;;•••'"".;-"E ir ••, •,z,:.,,-.1,;,.:T_.',...tpi_,-t..;,AN'S'Oit.11';iii.,.:;-'2:... ,1..2.-Lt.)....z.:', (,,f2
t \
.,.....if;r. -1'1'94,4'ix*,..4.11--1.:?-',Atrd4i'il ;ki.'!'..4-.4-•••4.:.1):‘,'.•,'..".: li 7:i i',?•-:•••1 - p••ilf...,:. • ,7;,..t.•51,,,;"',4pr= i tit.,A ...‘ -.',v,'....4:,;.t.r,,--......05fii:rt.,1.q.4.::',.6',..1.'f.g....ii-i'ir-, -
..,- 1 A • , .1, -..'... I •.,.1, •I.1.- .1. ,I
•.'..,..-,- 1:••,n v.'.'Y
•iii.,, •;In : :t:,,2, ; 4,vr,:,,i.!v.:1.s;..1,-..isni,,r‘7,,e, !.),,s 1. t 4..,,,y,t.Art,-..,, efi
....,,,:r.r•-•.97,-1,...,.....,,f•••,•.).,,,•‘.1.x:&1',e's,./.::,..7,1,.. !i.17..,ni.!,,....,.•..r..."',...,...:::1!:,;: 1.7`,'..'...:.i•, cn
Ilt,...f.1:7;''::;i-1:•'::.'::.-• ,..;,...;!......,,) ,!:;,,,.1t,,.._ 1 vi... Iv ii i.pii":,i'V:.i.,,,'...t.,1:i,ae.•;ei 2,tr..,,p•..f'lig. ,,,4 e,
lf)
' --..-7r1:;;;`' • f; •
. u)
-.*.....41••••rrtr17;r:•••'71,14.•:,,"•'•.:1 . .
1--•
— • •-;,..-1;.• ,1747:.77E.T.PV0`14V-„il'4,;,:f,i'i-sw•I'll „, .
.
..- --.-...---r•"I." . 1---..---••'-'", • '• ••,,'..: . ' i .A.1),,4:011,. •.1;0, ... vi,<0.,!1•44f.; )rA)1';',I, !• 5
(..`.r.-7'. 1•I-t,•r• '.•.•.••------" - ' •,,:'.. iz.,1 •I s'• 1,•••••1t; 1.1A0 TA'. irk•7'4'•'•`'..*:•'•'• .7,1r ' a. z I -
.
/••'•••-;1•,!..?..,..1•-',!•.•;•: ..*::f•-*•.4-••*?'. .1)3 *'!P.' itil, t./IV:14•11/4iN>Atlic-l' 0 0
.-•,-.7.-.,..,,,:•,,,, .., .....-- 1••05•.;,';,' •••••• ..,'••••::0.••I' !..,•••.--011.;„_-%,,i? •-•'. ..•.'t',10:q .i.'scl,,11•(.1.,qilli . • 'D
...„77-777.7.77,77.77.-..__., .,.... ? -„=".„- ., • • • - •
;-.-- -• • •.--,..1-%•\,q..-:--)1' ,....-i4..t, .• ,1.2117./ 4,\. 4'; tfr''''V Y ' "•,1,*C•‘4•!'Lir ' T,' 1 - ': CO
,..:•"::,•tr-77""k7., ‘•,,..; ..,,''...":41:1.... 00.'''‘'%:;>.;.;.,;..s.
„ •..,..-t... , A':•;q`4•V‘-.4-',A-.;'.-'•' r. ... tl 1 •"...'." 1 ••6'-r• / • '4.,t-st14'.,A41 1 It -
t:r
'•-/..",,f:'•''''',."'\c•,,..:r,.1..,,?;•-4. .•••.s•r•,,t;..,. .. .,Q,,,•,','21I.,1t It I.:).,4,.. .11,/y.,1 ...'$'CU. ' ° /-\ •
.''''''1..1',,'.OA.;•-',•;'.NI'.-:IV,v..:..;... ,V.•,;';,,r./..,..../•?...# ,••!•):•.' • •
1;!•::•••1 0...••:: .'• ....1,:..01 ., I.,•1• ::•*.i' VI.51 5,..!.15,.),,,,,,,r • 5, ;0.1. , ,,•,.2.• .1.;,... ..A...L• • ,..0 4 % 1/4_,/ /......_; ui
-,....,z,,..':r•'-'• •-. ••••• ". ,"0..c,,....;',(,%•:..-"i_‘•'.••• '. !':"::"••-...';;..ee.. !:4f•F'.'A•
t!::‘••,:`.::•",!':.*:"...'-• :',....-1''''-',I;(-1',.. .• -.••:. .i•-. "i. , ;It-..q•V:1,'v,t&s,..,• .••'1'ilit-zt..V. i',..,• rs- 'c u-.)1 m
• .• .“.4."-•r" 4;1:-;!/r" • ...,,,,„,, • . et ‘ -..,.,... ..,;:,...t...,1* ,
•4..., • .. •...x.• • ,..."1...r..4:•\ .-1/4...,...•••• \1.-0,,.-0,.•••,t .....e. D 4..•••••;,....;.,,•74r,",-TirtlOir.',1": -..•,....•-)kril 8, ' 1. 4..,:g1:-1,19,p•;•?*)4 $41,.41,1/2 '4,1.,• -. 'ii'. cc I
rki,:;,..:13,::..t..T2ir,N;•:,.: ..;., •......t:,..L:ti..,••:.,..p...11,,,,i',,,..:,!,•:....1.1.4 ,.t. 1 !, %,,Ai4i,l'• ,itil'ii,',,t...4$•‘. ,\.t;•-'1,-vilA?',.-1).'1?‘.;'t••••/I L9-) 1-- t; ist;'--e w,r) 0
----7- i4.1:i 1-4' -ih 'I....".''''.IN . 107,.-'a: K•LP:jo'• ' 4%.: i.,.?) V`.,<•• -.!`, (r) ,1 '- IT, -• -0 1
co
....7E...,.4,•:-.:.,. 1/4.'„'1):_,, ',,,k•••;‘,. ,.• ••1,-:S•.:;',t>•'-\;,7,,„ At'k':-..:',a,../;:<,\,.;;4•1\ co
—
`.:....2..:::••.; )-.•.s.'.-.; vst'.4•••1,-..-,i...tRA..0,•,„;,„.=•:, „N:'.,,i.?„;..1.••As,t.p:-,..., N.
_ • ..-.;:••/, -E-,....P,•!,,......,...• x•-.. , q •;:,.• 4 -•,.,. •4',.)14.ts ItA.tm, 11\'t s."•'••
•:'.6'::f..,'',4.,:.'•;;;:.0...•..4.i.t1,,', ,".1'i 1.t,,,I.i.s,y, ,e, : il '',(,..•d.1-,:.1Y.k•Vis;Xe ik.A !.-ic :..• •. ,4i. ..,, . I--
,..., ,..r) LL co
...,, N.,;• !'....L.,..;.-;t; ,;!...2. .ir\','Iti'..,tc. °.• :.-•\-.1":7: 1?__:'-''.\\• , '..,ilizji.....),.1-:,•.:.lit.i!,c'.,,I',11.,;,•••'.... '....,1•••1 . V ,V1?it.A.-*tcE‘QVX31.i ASA ., .'. V. '' ti a -
.:.,-,:„...•..%?Pip..4.,-,V...,..,4,o•,••- .•:•,.. • .It' 6',-•;\ 4I'D riNki' ' (r5
I- I.- (Th LO
•.1',.-- ••••!..Y.';,:itit.)M./,`•--''''''::. W. " .0,1105T l'.'r• 1 iSte. i' 'i, ''.4. ..,. w --
,t.kt:..-1:•:r. :•.:#;;•)\%.. .!.f',,cS•;k::•\t 'l-"..c,:tist•tc. i AK:ei*V:' .i.l'rik.':\. (.51 , Le!.a..• • 'II'A ill..., f. !•- '''' .. t''', r ''A• ' ''' 11.frliV!' V .. 4'7/.
1.-..
I' "41,Z.'0' .fel,•••,', .4...•11.\\%\ 1 ..1'.* 1.
.•F.,-,...•• :4.-s-,----...ei.)•;ti ,....ze.4.`:',",;p,,.. ti:. ',•••:,,,TA A, ,...,.f.' . ..4c 1.1.;!:35,--tt,A : i-ris.,Tak1:5:1. •-„..- Itkrkt:,, • •VTiplp"clir''rk40
. ......,----.. •.3,1.,,:,-,2_, _ .... .....„.i. C\1
••.'.i'....?, ..:,,,::.:1:;•''.•'. ..1:1;",rt,4'..!.. .; i4;'Att•p f. •,.. •':-•e';--; 5.5V,it-ic• . • N/
)
,•1•••••;.!....f.::,....r..„0;Zf...e...\\,••_,-•:,:1-4. , ..7.<,..$\1/4%.0...,k.k.-, p•,•42.z,.4.). i,;',....,,, -,...-':••••:-..i..-., '''' ..../7' i-i."_:TriP IIK:imi•;, '.•-•r4.,1 • ),. ; 'flig.\:',1 ';•k, . *i'k.'J.•,', • A.'9' 01, 4..r,•
..,:AY., ,..,...,:'X,‘';'!• ;• ''... .,,. .. VA,;$‘ii...04-017:L.1,••'0"r/0-4-0;S) .,Is 'c':":...''''?-..:e."-.*::::":1- ... rk,..., "ISI.L .:*. 6 •)F4; ! '. •*€,,t,(4.,,. • ,,.+1,,,.., , "•••,,,,tvot,..1t.:.: •i'
..P: .'.4:•-3..,•":.-:.7;,-••••,.4%. t.•.... ../ ,'"1.r• ••,;„:„...)'••-••'4):•,; lc-, ',V •re.zi 1,•,\,.%i •
' '''111`..'•''''.. f•1 ict,ffi •`:Z,It.i.r.44:4.i ••1`)',41f,.tli,E,'i.11' 4 '• 1',q4i:,'ChAq't-i,' 4
- -.1.-•• •••v.,,,1,-.., -/,/,•ts : .•-• leili -.1'5? -V•:',N..‘ID.
3
.:47,.. .1:.*;,If.4:';"'Tik.1.1.a.\; • ..eys',..1.:'. • •toiv4 'A•••,.31.''/.- •l'.t"iqN...4 .\ ' C ‘• '.Vi;3..1,, • ..;-'1:('ZS" .'4,4'11'4' j V. ''' 1. ',.4`i4"' i '''' .C. . '''--- ...:i4113;?".
•'-':' l'''''',.1 .'''''''''41''Vr..4.•' -..i.A.-4k:,' % • ' .' ...‘L'• •'4.:v, PA • i ,./-"! l':,t
-0
:.:,..',Af-...,,tt,),......S)7..'.",-,.t•,..'•<j- k.s*..s.LA_.'..r.,'t !t: I'4;•e•: „.'"C ifiti-,,,,'!',V t,-(14,1,1.'.. • 't. .\ 1` .1::'''''.:;:•-7.:'''l .1t.0411'-!I till:,1 gli"Obest‘t/g•e.,/%_.'i v:t'sz'•5111'11?..1•1111:/l,t,
4..•''''XX':./.:/!•••7:!...Aj!'•Vr "Y;!!. O.'? t;ktlict.''Y.Z.''`11•''•ILV 'i.,1i0in t 6. , •1.
4--1,•ftt:›';',go, 1,),....v.,;'t Act,t•-ri.447...• , c•kc,ii;•fkii'mt :AVYT-41,11$.1A11114., ,t-•••'' 0.)
' -.X.•-,.;;',••=._.5-2;-v-gr-,..4,-.),-,-;:-4,;„.,1-: • • i ;;-.i•, ‘1,,44:,,, • ;zt-•,i-,,v- 27. • ce;fZ. ;'''S,it.‘1 ....q'.1'L , 6.6.,,''' ,1 • )J14 .,.( :,..,4,e..,,t101r..T ,.. . co ,
••.......,:;;.,....:,...,. ... .,,,..t.7?..„.:,,,,:„.>_,,,, ..(,.•\6„. •. , ,,.. -R‘,..:,..r6,....c,,I..V'i i , •.(pr., 'dr.', •. ...z.ant::- _ . 1, A,'.0.• A. , 4;•'• ,V74:••.i •t<0.. 4%,,i,f
0) 1
•;•'•,'';k•••.1•P':.••'-',43•F•,"::! Nt'0•7.V.\'..f•I•. ,\ •.•tt-i• itl• .4,1. ..i.„,„.„,„:„,,,,,..„ , i i,'" L. .4,•P'''''' ipt:77.-..•77,7,:-..-•-:;•i"' `,•'+''. '!,v, 412:41,... .: '3%iti...f14.1); °I:41i:: '...:/ 12 ...7., I
•..;::••• ,;,:'S.-.1;11.::"Stl, ...C?...T! -It'. '','Vfk.,t-';: (15:0'‹ ";-'''.CS14*.< '. 11
y ,
._\.' ht.'"3 '.' 37:' :...4.v•'.."" :ii.'.i t ' 1 i •APP5 ,a,:f..):'*-' - l'" 447
•-0,; ...?--•. ......-...- - ,. , .• 4-4.4.•3 .3' `V t' ' • c,,,h. '
1 .
.'..... .71-r.c,i,:;-- •. ...N, ..,,,:,-..,-;-, s.s,,i..„4,•../.4 •1.4, .,-.-.-,„ ••,..„-,.:,. • ,,, t
r\c
1......,..:1,V..ty..;.t;iv,,-;.",,,,,t:.t';:•,i:.,.'. „, J It _.)14--4.1',,,t-t. eck.:?.„1,1•F I'. ', ,I,.‘1 .4,,,,,,„'
:•v•ii'p .. ••••).",.,.; • . :,-.:, N.:%-.._,./<,"el-.-t, , .-'1/4:( ., •‘• ,-,N;••••11•:,1::!14:11, 7
'oh 3i•• ..,, -4P•,...„,.....s-ra 4 4 yi -. 1 .4..K.,15.P\ tv,..,••;.s4., 1.-t..6 • •s--i,
-..;-7.•;:. ..,,... .. ...;,,,•Ns- ..K,0,4,..-.t •,,...t., , • c,i4„, v.clt.s.,-,-.01 . • V...'1•••.' k, .,..?r,-?:-:!.;.-,•--•-‘r" • 1:f;).-tit! • ..:.jkin, 4/40,,14,0.! ikt,..T.. si!its.,'..•.4q`-.
•+;,----.:.,....,..,i,-.., •)' ''• ••,N;#,,•;.,-.. ''X'‘'...V..'.7- •,t, ,-, 'f..,!:••••,,-;Ici'V'!!';'.Vei,,,' ,
\
\
\
,,..... ,. .,,,, .,,,,-:,.,..,...r.: :; .,_ /4.1. ••A.14.1.,1,-,:t.., •!. ;, rsi i•/1.1`.•,:•/.,,y, !:.
. ":‘" '''' ".; ‘•'• '':,•_ 'if. v!XI \',,va7r.tit9%'IPt;,•'S'.' ,,..i.'.- 4V -1'4.1-r.1,:11:4 11 g;
At. '7'....,•1.?7, ,L , •••'1%....t'..:.',..fr -•-. r.•, ty..;\e',,..,..-,ei' , •.4,14•..t...,4/.i-,,..•,,,'.•f`;;Ey, P a i I
..:,'.,•,,-.%.*''1.,,.' ;:.,,...=!.., if,... 'b..:.".,,,•„,,,,''••. '' \;',15:14*;ek:-CO:;1.4):4•%*;3V-';')•:1 e I •
\
-131't'''.1..:c" l'7...x.';'"r-gr's-..,3- $4.7--..,.11. .tir a-1. 4 ' ‘.i..I1.;.t?iq 1. .‘•:',r•iv*"L''';i,.`1•‘':. '4:,,tiqs.,. A7P1,;,.., ,C,4";....m..",stiii .•
f•-•,.: .?)1 .., ,,,,•.-.„....Ifiz..,., .?;;ilm;1: 0.. :..1.,k, ,,,,,..iii.‘, ,. 1 .:,...?„0:1.,,z•I‘•:is
;.:-.,..,,.-;-;,...r.,,,f,„ s••......A.,,,,,,... ....c.f.4-...,„..20, 1t., , }•• ,,,....,..4,;,,,....,A.-3...,:5.v...1, ;s-
„.V ,'-'..; ...x,,, ---•7.-'7,,r .4tir'Y--t(i,'"',',''',/.i; i .•'iii,,.. ',/,' .,:.t..'''.14' f...i.,"';'....',Vv,40; •... '344.!--.:Q1',":s.'!,'.-':::.
.,...-.‘,?.,-,..,•?,\„.Ix. 497-;:oegy•..ec •-•-."-::,,,,p ,t4v.i.g. i4y;;,?4-.,,,,,p;-,.;rbkel:p.hr ,v.,
. -....-..i:.:,0.:40P -- e.,.‘-‘,1.,, N r•*Li .........,.,.-,,,fic.,4,,,.,,t.;,,,y,•'.f 0-1,1c ,i ,. &--. ' I C.1..7'-:',,,, 4.;-ift;',34,Yikt. l' .Rf in:111- .ii,,:,...-!-T.,.:/,i;,,,t1. 4-4, „s-gii.r,
.,,,,.•„;,34,... ....,,,,..-.. ••,:. . , .,.. . xv., ,,,.- ... :..q;•1., 'N'T tit.. i„.•zi.i-Al.. ...,..
: '4/'. :. .•'s : .' :to:\ .""4.stAi .e..!••••.1%1/4,1 jr,'A.1.14.ir....h•••;;'.....t•.;11,1.4..,0 I. ,. :(\
1....y.v" ',cp.3 Ow •,..)61 s „,., ..0 Pr .:i‘.1 •'''''t"•X ...k s;,,' 67'`'‘i••..-'''?''. ‘.....-1
. .1•.'.i,A..1.••.11.1,s e., 4)-•',,,y,•,V,...fir f'N.;1,.c.•,,,ri,•41T.J.i•Alt-ss:Ifte,:',vi,..;•••;-,a•(. •);.;„
4 . ...,. 1, ,4:•tle....-A71,:ii ' ' Ntl.. /,'4,:t•I'lillkirt).;‘.s.::,(4$1,t. 4-iti-irc.',1;1,.. ,.., 4.•
; 1.:..:?tj.,..:,,::;1?",,,•.4,:s: yOrt;0"vf.,:'...i,'5 elit.ek..4F.E,Mt),111V$10:•ns.;ill'', ,: .1,',',;.
I
c•-•17'''':' --1, 1-4:'•1.;.t'''''cr.4.11,3!ti•VI li A("'tt_;..1;?-‘'<li7)'...)".%1:. .; ,,41'..rs l'sj.1/;•••-; '7-•:;'.,..f.::„,A1'..?r.!,, .
-:,,...,-::,-:,-,?:•••-',i„-.61_,...k.'",,,,,,\„;;.c,)-..t. ,,,-,i:,,,i..• .1,:$,::;..4,,,q-,f4;.•,47,1A,AT-,?.}!:e-,,V14,/,‘,L";‘,,
-.7:`.".;;;.:1„.„;e:...'...02.1.,F.:*, :,x• .\.?4,,;. .. ‘1,..41.,A(L..7.'ff..--'1.'?"•,,Ifku-r:,4;:ir.i.V•yt •c.V •
\
!.;1...f..11.;'; ''Viii...,!;$:'•'.:.''''(-' ,.,":"... ". ;;N)--,,..11\,:$ i'Ae),,,,,t1t!,li.9.,..triii/,': '.., ,4iki kt'r1:4'..i..1:1,4..k,f1111".',1`...;•",t,:c.1••,.:-.7.1,4.'1..Lii....r.71\11.e--4`7,.,:c•:;;.1.1‘,.e.'e::r.A._:?:_...V::•1/.1.24i.c.'ki: Iiiii,fl('"?i.';c1.:.;'il::,4''':,..ii,"'ti,..7:`;:4;,....fm1;1::4....1:,.,11thi7•.,:,..,:::::,,..,:!:,..),,:-...."::7%.,.?!.:1..f,i-,;k2,,:_t•I'.",(17:41,4,.-11;1,:ir*Cfr:-.4•44,,L''1.
•..-..i.•••,,i;••:1Z.P ••v;;0-,:4,,.,•,Z: '-,r`''• "s'.'r. 6.$•''',z1t\'5.4-..•.,11'..'-';'•tc-,41,•.'vgiIii. •,.•'..,-olii
4.....;;-,..,,,41-3';`,.-:4--tr- -e71.-.t.., ! • .; ,i.4i,, .. ,..,...r...,-.44•tl.,T.. .. .isc,..).t1/4
•;,‘".1:7)41,(\\ ,c(1!..•:N.7e,;/..:!.,•tic.. '',Vo.'‘'. -;,.."It't,.. .1:1:i';‘..A.,r'....cEr..15.,,i;114.4.1),;i ;:....1.44..c: ,.,.1'.......c.z.i.izro,..%ti.jr..-._.:%%1.-!!'"1(.!.-A;4,1 1 e% • 1111.1,n4-.3‘q•4•1' i e‘'42 *.1*( .1...tail ;
(.'-: 't\-r`. .5.`r!......-A',.. :•;*;:7ii. .-:,`9,-7.',Iii-''•`','4:5•M.V.;s:1,r;tI-41.itt-"P..'1111:1 1'.1'Al v v••-•2,ik•••:::::1',1c,f'I'.1 „-% t,'k 1 • t''' %4•1:'%''.!- '..?1'Ne:fi\i•': ' r ''''74''h.
•i,...,,,,,,:.s/...:,.:.:,...•••s ••.s.7....•,'.-: ko•.,......\,-,u2 ..:+,..,. ,;(1?-.,,,,,..•,..,:,,i3).;;;;.;4.,-.0‘...-..i;t4.r..v;fiii; .x.,,,,,z•:,;,.
\tt i
7--,-,•.r...,:sr''Ils•'f•-•ri':-'43,-...,-.:15.•*,--'< \ii _• '.(Y);.?.?•40.i':',,•• i.1z41-4,•Eria:$4 ;'''isk4:(4,5'
-i.,..": 1 :•-•:,.. .\-,/f1•:'-'4 :. ''..1:• --01')'..i',.4. ,,q, •11.-(.,•5;.; .-,„:,k.'ll;fl 1:‘,1:,,:1,-:ii,,,,''.3.* . ,,...k. , A. ..,tia )),.•''al; ',I•
.;•.••,•;.:.,;.".;,c1 ,,- _..,':-"_'::•.•••::-•'--- 4, i fp..,.!--n4,-trdi:s -...-voS,7 54:". •.',I t
4....,... ..,;,- t....:,--ti••••••'., .11; II.,.-4.1),;-.),1),,,c1.,ev,44-• , ••,^4;•10k"•'5,-ci a'1.".:('
-.:„.....,-..,,,,c ._.„:.,.......„.; x.,.-3,.• . ......v....4.---ii. ...ki k.,tc,..,,,'\*?...,-,s.-4-r, ; ,,n•-
•
..;,:....,•::--,-,.. ......;. i.:.•,....;..:,: •..• i,.8y;•••4.74..,„.v....c:ekt, nite.•f......,.,5:i ...,.-• ..---•–....:: .v, ..km.1,4;4,.,,ita..r0,14—,cik.k.k.n.,:kit...!
t.,,,..f,,,,,,-17,...:.,,,.• . .3-1,,krN,di,.. •,,...4 .reet„,..0%,.?,;;.....! r4):•,•:4',,) •
i
-.!,.c.4,,,.5.1.i.:•':,:1,.;,-1\:";‘••'• _;....'..,•••.;?.' 0 ;', ..;..•,,.'t2Ai.;'• tt,,,•k*,1;11,. .'i','S-,5,,, -
\
I r'1,.)1 ''414..',i-':.'.t'll t.'4i '•ITI; ". iA'''.to.401i`p.'4 •.:k•-,i7.-...1: ,,f,•1•;i1..4V,(:)1$,;!. :.•, 9,_
1 ...••-!: •.Ti...2.c5c••";„ •".•<1\4-:`... ....V.• -,'••• ‘''..$1.-i, 44k-4.• gli'.41 tx.-•NI:
rs./ : , T..,
-:'"•IN•';..k;\.\.t1..,)-.N •..,,,',i : .''''A...1 .,4,.., ,1.',. Of c 1 t. .1 4i•.1 ,'••'!1..,''
,.... -..N.T 1 '' ‘ - • , A .. ,,,•,.. .,......,,, 1,.„ ,,,,, .... ,,,•,..,,,,,,. .a
;•1;;;vi' ',.•.,,',;.•-s.....• • •:.,i',.1. ).. ‘;., . '4''''''fi' . •.1...'•3` ...t.p.-.%. ' - T.9•T'31-1-'14-5:y1":',:4
.•--,• :' .6tv,-A',IN.,.6::,'...!4;,,I.• ,t,....., ".2 'V' ',''' 4'. -.;:tr 0'1 ., , 4;14,., ' ;4‘;,,,..6.• .1%'Al A ., ,;•M .01'7 ••:',- „ tq,...., ,F-,„..., • .;;• .,,- . , .
.. v .ti, p 1/2, ,, 11,. \1 *,4„,s, i• -,41;a)
't•I T. t "..t:-::. .t.1.1 'ij)y1. •.:. ;\A, .J7,*„.,„,.,•-:‘A t:4-4'45/11-.0 '' .1 1- '., '' \i'''•f 17'1
•:,;,••••:,•,,,,••••-,7.-L.7..-....:,?:'$I;,,.....••..:',;..,..trix-4-••.1 •••• ---`. . ....,,A4k' t 1-1 i• • <• ',-• . .-,0,..x. ....,A,ii..3. ,i4.,..A, . 'f• /..1 t‘,• „1.$:-....,?!.;?•,..-v.kit;4••, ..•,.:•rfirer:.••••5 :' I "" ''...
..,.>.s,f;•..-i ';;,.. „,-;•;,..,.,:). '••••:i:'itr:cs:.... ' ,,O'''.''tlYi itt",' .'•:z`i•','f' s't l'T. :04k.,i.,.
'•:;•.:;:7!,..::Fi:.:;.. .'ra .-- A%:•:1'.'it:i. :1;1. _,_.0•.,,,,.. .:.1:-..„.••,:c..r...,,.. i iikik,,t,.,..,..4., .,.:,.,
••••%.:-(.,7:.' -,•.;r•O:Mtl.::‘,\\'..,..' .‘cc. -,1':',"\ '\!. Ility 111-'4\..:MCt.
••••' ... ..:".?...•-:•)•-•?.iiN,k,-4.'i• t•,..... • ., 1.)= ,r/f.....:,...,,...,::,,I.,..!,„
-• ?' •.•,,,T:t.Z1',.=.'if.:V..1.,..'"vo:A ,
- .•:.,..i.,\•... .?;;;-..t,::•.v.;:•.a.i....?,,,„ :i:icy:\-.. ...v..,..-'. :.?,....ii 4.3.-:4;.,c•t,.).x..!..„'..'4,-,,,.
''z.'•..)';',;?'. ...:TIt..!:,..7,.';•.,e ..,- ,.‘.\ s'4•`4; ,:.:-",?•''''.(f.?!, it::,4'5,,,;:r-. -.;',,-).7.k.i.4, 4‘.' ^<•1 , , .., .1 '1 • \. 1 Is./ ..r... i 1 ,/ ft eg, t, 'Li
L.'.'. ,',, .tic ..'"1,...'t •,,:....kt,;,1 - il-4, • kl ,,r-- , i-,,,,...; .,,1 ,:, ,,,,., .;.,,?. •,,, ,„7, •,
:'...(„rt it t.P... AN.,„ . ..."1... •'• '. t.• '-',ti,T.,41 ti,,.!is:N."iz c;.3:ti•-.!,ft.A4'e".!;`'.• -•,if..l.tlis.:'
, ty„}:,1 o,,..i.51,./ci r,i',;tt , 1 Itr'...,:•4. 1,'A,I. 11,:....",t ti,4•,,..P•t,‘•1),;.•.1••,* ..itt-‘,,,,,,.,4,,,r.,, ,:•-
,,_ ...„,.. ,.,,...„ • ., t 4„.,,...,/
dt'••43,... , ,d's. l.' ..''',4 1-A‘4t!tt,-,,V- M'k' '.0'.,ta.' ''''-' '" •'#'''' 14.• ''' .. ..-91
• - 1,..et, ,,.:.‘,.. ...1,, k f,1,-.-1 :....., - v.• ;...4.-. ./g: '6!•!•'.1 .'.7.,,...• .1.,.• , ••,!! ...,,,
' 't'okil'i•.. t`i.li. 1,!'t`'"-'1 l'tlfi‘t\';''li''•', :I"''‘' .-, ..:,%i•.:0, •.1.1..;;.t.Fro;-t4it.il .
)\,..).
.•..... - t.,-,..N.;,,.,.-.;.;-..)...,-,•,, I, .,..,.)Ns .?,'\• .,,,,d-f.,11. I 1,.....tp4...>.,•,,T,,,..t),./, , 1,,.••Iii ,,,,,..,,_4(p,,,_ g.,••.:,;,..•;;:- ,..,„,, . k,1110, t.,;%,,?...,,t;?;',„..i,r-,..iiii,..qm„,_ ...,,,.•.,. ,
ky-,i....4„1,4, •i.,,,t 4. 1,-,' 1. rn• .:Lr,A,'..,,,e5 •4•,.., ••;•,,;!,•„.-0. All•••
'..!.,':',i'•7;....N.:1),-",•N4,S, /;2:-/;,! ,-;..,-ti,otti•ti)i 1 i...4-47.ii: :‘,4-1-•(•'....liji:At.•• ,.`.::V.,..):11`,3, ,•,17„i-,,;',4;1.14 Itc,r•..t 1,1A ', •. ,..:_. t•‘7-?..4,7,T,;11?:_i:;• ;•.:`kor,C;Ikr'',;0,•:.
.1 '...•`•;•? ,S",:,':"Z.....i•••-. ::1:)':.‘,1.:-..er.-;ell'-':,•pi: •.11:P,'.0,..;...c.,:•;:).•;.Ir'",....',';',.ct,..,•;1:;:.'• \"• t't,, 61 ,,, '..if..api 1.2.•,)-•.',.,,i. A,.‘,;,-,;•,-!vp.:., 41.,'1.44,s-,v.,,.\ .,:...v'i:.,:.-.st,f- "
,,\ .... Ir. r. •.;v:..t ..,..-,,_- ....... , ../• ,7' ..t. f•F'.1,-...:4'.I,'' v•w• -• ;'*::.0*Af, r•-; ,•,•;.• hicii li.t.t. -f• ' 1 N-4".'r If* '1 !",•••,K...:Alf,',Al' Atrs,
.__-ea,. • , , I•',1:4 1. :•.4 . t.4 re," ,s4"'s ti:v• 'i
k.:7::)?',.,,...ec4.i.t.,..13 ....--•t?,•,...4‘ ;.;77j, 'p. •-,I•r'i:••,p,--1••,' '.ee.:;,1A ".tyll, 16",ii: 2.2...:. .1 • •-..".,11. . ., ,\„.101,...,t,/:,..; • .. ,., i
. . v,„;_.,,,,..-1:,:.14-,,, .,i,,,:,,,„-,p,7:0.itt.,,c c q. -.4',.,4.•.1:•••-,'... ,... .,4‘,:s ii, ..1„i ').-.: ' TI1.•;:,:-"7....-,-4,;„.--,:.17'-'--.61 y,.•‘.•',I.,: .,74 ..i;,. 1 -,1„a.552-6,'
•.-\ • . e.,„.,.. ,...,...,,,,, , •••••:„.,::‘,.. •?,,,,;,-,.:.0s,4.•• i F.:..74,7:'.',.)•..i.''''":',.`":1. 1••'') \ •'.A. ;' ,li\ . •i4".••••',0241‘ ,' • '.:•-,5:.1. •+•.K4',,.:11-idiV,f.,,IV.
ii);.. :• ...,,,,,,,,I,%;...,.1, ..p,„, i t v,I, „. ..f.,),„ ...4 • 1„.. .--r--1•••\ ‘11-,,:.'7C, ' ' ki'... .*:‘••••';41)42` !'41,-,;'/V,,,k(ILA,41firtk • :
. % \.,•'..f..,,,,... .,..--to ..e. 0,,,.„.,.....41,...*:,Ai \ilAt,„•.7.te/11, .,/ •-i,,...,-•:.4,,,.,..1.•„:•,‘,-;,,..r..,..,..t.tt.41):..,..st
t--,....4-•::•:‘., N.:41 !:- •,••• • • :A• \.v tk t .f, V.;(1114A:1 'Ign.i..T..• ''-•,:i1+,\-1.I- •••,.'
.:\ .1.•:::•-.•:.ci.: ''.•:,•,f `.y., ist\--:;.v.:47.1411 •A;./.,•••,,,tf.,14;-..ii:',..'-',J7ti',..,.. i.,,•• ,. . .,,z; ., ..1 / 1.„1 • ,i ., ,,,,I I''•:,.j0214',-4...--;e1i;..-%.,),•t')"...4,3,40.41'...'' • ;
...".. ...‘4 41,e.,'':'.0;.%.4'.'''P'e. V. • '•;.!\.Y.;'(--'•••••7!'.•vjz,•'4,r44. 1.,-. rik, .i.gyi...----.;:',..,..i.',1,t).-‘:.,,;;.. •.tt-;.)pi.', il..i.A-i,(1 A- ,f`/ 1.4,1i •k.I1' ''y lb!.'''.4;-'06i?:44".7.A41:$,P1..,;.A.1., .. .
.(....-,:4'.\ .\:;•....,•-•'.6, ..,-i 4". .. ' .• ...‘,.•'''',.-•=ig..'..,,,••••Itij;$4,'Id kt,14-y•.'"....4.1.'41:', 14,1,..•:::,,IY-It,-,Pr; Vi;,;•4%,,,. :•.,-6,,iyi J-1-41 ',4•Yi,y,..\.-9 •, ;1,.f,-0..,:,:.•Ti.t1.•,:,,;1,;(,,,t• I,e,,,i1.....•-,..y•\tr,yeii. 1
.:.! •c.....,.•5,....,4-1,,,, ..."...,::1%,:::).....,;TeiN4A,tA. ',.....„•„,..0 ... 'i •N'•,,t-xx.,:t..„)•.\ •-....1.40: 11;11 ii ..)-•• 1.2i„jp; 11.,'',,..:,1:0 iy,:::,',/iliv,....:0-1,4.t I.,: ,.-to..v .t'.., r--3-'-.-, .
:•:,..,.......i:\: .,„i•,,. .-riis. -,.... \.y, '\.!.,P.;;:kv‘,r - • ,1-...wj,, "',-.. ,--..,.4.••„.,-;,; :i•:-
1\s,••
6-.....'4'.?. ...)-'01 V', :t... stl .,< , 1 I 1 IAA -.......1-yl'rkirs .. ::,..• -erl •• 1
.7‘..;!..: t..A.M."-o 7••••r 't‘,, k, \ I,•••. z,t•-••kz,-• •it'F. .4,7,A, •I 'D, ,..
, •,•,,•:.'N, ,, -.•!-.i•,,:•‘...",•.iZ- ,:'e.tc\>., •!‘;41-,-,1 ttl „t.'41 •A-ttp,st,,4,;.„ - • c,.-441.1P:oli74A! F //,.1,0,,.. t {)4,111 ';•', CP' Ii%t,*•11•:;.1•1,1. .;4••,.,.. -,;."34.,!;:‘,i..y.,,14,teert,.......(•)•,••‘4:. .4
...•::,.., ....,:‘,,,,,r,„,v. .. ... .,„,,%.. :‘,-.sArr4 1,1If Nili.:.e",1 $•,..4•;:it,.1,::.f.4-,,,... 3•;.^.011: '.‘.V ;,). ; ,11\ ..,i.i.,;:'i 5 0 i-q II..•i;`,,,-"••••'-• ..4s ft,:., -;:,•••,•a..,i:.
„,.... ...p.,;•. ....:::•-cs,.--•,..,<.;!•,-,,.A.,7..„xt-rty,, ,..,4-4- .-dy•.-`N 1-.>‘'-sTI•tt• •••••-7'4.0:1,4"'-•:41'1••• t..... . t_t•••-k'•!.. • :fill • •••=';''''. ••Tt•1 A zl'!..:•ii-;:::•;' ,I,I1?'44'1'1,-''''4'''''.4,,'•'' '../...•• I
'.,..-•,•-•,,,..p.5„ --&•,-•(..1 .1 SN'Irl"vs"!z• ..11',./h, . •>xliA 4,,4_.,::::.A., .....,...p.' , ',,,,t.' ,..._--- -'1,;.'i.trY:4 ': VA P411 1,11 gy{. 1413 ',.-.•,:f;.t-t.v.k.'1
_.,..,..,.,:„..,..„.7....N.. . ,;„ ?.: ..e...,‹.(.:‘,V,i'y• 1:;.a.,;. ? / .i•N••ItY7,*;,2!,,-;7.1-Z;Vie•i7i.::•.' p„,. • ..,...1.!....estt•,, ;•. A ' '. '. •
....V.\ .;6 7,'•*--°• -e-q& .1,.."-`5;?••;-.2' 1,•1.-'i•I't',._;•••71,it '''P"I•s!'..•cit•-!'iti‘k7.'f f.':;;Ps.:-..e7 );(•':i.
„,;144)I .r.'t 'IT:r:',?!.,'„•!-''. •i.V.1. I
l' '-';"'fr.‘"il' ''''1...V.""' ';c1 ! 'it'vq .11,N iil '(•it.?",'•;-....', 45,,,,Ncl.,-,14...;‘,.fi ?,.i
I
\\;',••••••<•- •?...:-...ff.l.t-:::,. .4...'.1,..i."'.:4.‘f '‘.'',...ri'likl if :it ':'.\40ki',4,....-Ic.i>',i-•:-,-•';',\•.q.14t,••••
i
.'.1:3 -•- 1:1 01 -7:•..'••••-,' -f l•7.7.,....,t.,F.•0.h'NA es:Y)i.......1c.p...4„;•,•?. • i ,,>(,..lit.....,'La
'1
p.Z/iit'• ..,1 ,..41V .1''Vit. ,4,c'l___1.''1,.'.,,,,t' .2 0 A.,1•:••.,•...-V ,/AY )i.til, -t1 1,4'' A-3
,-C,.. ...tv::f'‘ t;•.\:::_...i ..,f.:.:;.: .s‘...A., .::!.;.4,.r...!;..;;;57/ 0 ,.ili.,1,.,-,.'3. -L-', ..ki,-'0!1%.is'ir. ,;-.;;••- ‘.1 t• ...ab-‘)•\.;.• .1 h-:-'!''''--"'• .I ,1•Vh'i•r1:-',-,-;:z0'4.•r'4 .. •,,....A4t;'!V.7"''.1.-T.:\I; 1
''' •';'.c\'..•• •,•,:•••,•:(•,:e'.,..,' -.Lu,.:4....:t.z. ••-•-•!i•J;;•:::i..: ,,,,,,,,,,,,...,,,,,,,,.,.„),,,,,,,,.5:. •
\ I
„•,,,,,,, ,, , :•,....,•,, 7„_•_,....:„ , .,:,.... .. „ ,..„....„..,,,,, ‘ t,k
t.P...,'.4 ••':- 1 vtql,I.f,•• :4,bi,:,:..1•i,a1--:.,.„:31;, t.,At..,•,.;. All..21.1.1. .;
,....-%\\\s's ...,-;. .., ...:,r!„,<zt.,-):;•,\. ...:•v':-!.^.-,..,••,V., •.• ':';:f';.-1;: ••.,....i'•••T-Z.Aile;P•11S,•-r..‘
•.:‘,.. ..,.\ .....;y',':,i7.';'.'k,.....k...;.. -!..,;.• N.._, ..,,0,\,:;.),z lizzcrili f 240 f.z.ili:7.';:i..„4,i1,;.......5..f.t.7-4-4,:!......s."..:.:.....,
14:3;erol .'';•'•-'•:IF,A, •\•:::,;-: -,. .,!/....-..,•'::-....\\;'-‘,1,,k\ ..1:1.1..4.7.1.riil,--tel'k."'s.• l't'3-Lrou.-‘1'i,i'..°•''J''''
•....:•` ;•....\ .,'%ri%,:,ITN-e.;•,Z....11'cl,1 i..'''-: ef ;','kr 4V,'-';'''''A=,;Vkl.,r. 14.0' • • t...ixt)•q.,..-1, . 6?-..‘,11s y:4).0,• •Itl fc t.,4it.I 111e. /..,)4617.,-Iii 1,.1,-_441:::,..414%t : ;
\ : „.1`• \.•(;„.'2.---a.;- .\ !,'• 1••„1 :,';. !4,7 t\--P,:: f/ *.Pr ef*:40./.<4. -...,':heelrA!°,,':;L,4',,,-,,,,,r-•. ti,i.3.,1.,,, ., ,a-,„u, . k,,,, il/ ,ti ,P ) t•.,_ .r-q ,-,...4q- ).
-s''`....)\)-,. '•'‘I,•-••.„.,1-*Nki......'•?!---,AC,:•••/*-4-tsi if. •IN.g44§,t,....:;tt:t•NV",e,'N et
4
v.. .., •11 .. i- •.41-:,"*.:t,/,Sti • ;,••••"11..;:•,.,4•trtt;41 ...,, ,t ,,,,. stet:" •,,,,.t"• r ajt.. 't,'4" .:
is.ft„., `•
l'i....!st, /-,..,•./-1..\\C\ *5.•.c.;•\‘'-(A.'11•0,-1,: 4,,, s•i'll t A')v,/,,,;(.•,,,, ;‘,;•••,K-s--..,',.k1.4t, . .;.,
1':,.•/\:`\''..i tzk!tr.?, . •s, .f.•;1>*),:Att.,,1.,..pk% .N, , ,...,..Ai.1, .;,.1„.4 .,,,,s,I, , ,,.
Itti..,;..;VIi•- /::•••••,. 1,k'pk1•11.••11.1y .t., t,'• •1*. _'.0':" .7-. )i‘, • . 4.. ,:. :,.‘<''• 4.' ,•-•it,-?!.-"1.,4,1.'-';-4. • ''`,
0,...-:.-\V-I'Z'-'.:.:,\‘•.;•• •\•:,',.•?).:;)••'VK•i', :,!,1•:1, k C9 1 P ./ev-i,,,,,p;,.7,,qz,--.,litt,Ig:,,, .?.
\
..e..„.,,
1s,_.„,. .r .--n-3-.6. .OITtv 1 r 411'4 ..'N••V,;,4;""ja...
,:,,, ,.\,•„:•-•.-1..,..• ••,k• •••:..•••••4::•.:, ,;e•.),.1.t,, ,.1 , ,,.. ,e.y.,-..c.44;.).1,•,.-s•:,...„ ...v;,„ -...,,,),-:". •.A.1*•"14 '.814.. 4' —--•i tZA,•17ro-.5.-•_..,...- 4 '•\'SC! .?":"CfzV, • 't'.• c '''',;. .,§..-4*.;.'•
-- I IS,•:•••-'t, s....•••,i•••\,..`..•;:i.t.:•', .e. i-.'•i i ., '.1---••••zur.1,V,r.•;',,,V:•••Vik.V..2- 1 f iS••:•'Z - '.7,----:'77r-c-f.c71 ,,,,,,,,,,..,(i., 1, ,J.,,4,,,,,, ‘ .... . tvikt ,4 .
/
'-..'•-"'r*.*i.';',1',N-.' c\:!"...:**1,;.N..t.'...,:7•;•*?;54'N, *1' h, ;1,.•'4#-, .•" 'tot'1,1';41Irks,/C2,4),;!,,;.!\.%:MA. .
•.-'.:-.'''"A'./.:1, -i, 1,"!.+1,s,s.:tei'a... ...•.W'.1%. . i.`,','',..k,‘ ,...tiV,..2e\ipc,1\-4544,R•":te Vi
•,:!;.:/,....( t W'/..'\ ,',At:/‘.."; ••:•vz -•._,-,37-,J\7.c: •tii•?,".04•pt,,,. .i e&P• 4:•••.itt,sq.,;P` -••••?::- :C:fil'i.:1A . :•';'..:111 .•:.'14:1;:j1•:11 7.1 •!,..'1,1.‘1..:(4)1•1::1;.itt...i...,iet•::1;151:4 '•••'\1,Z..•::::•114.11,:::\.;!:2,,,,.111;t. :!,14'..1t:,-‘4(t4'7.4j2 :ti.si.. ".,,,•':.s....;,•-i.',.
• • • - : 11'4.'• ii. :14:4 ''':1!-.1 t,14$1 !!5 A.\44,0.-7.17.:.!,wlir7x=i;- 0 ?"...
e ct...,....;,:::•;•;fiki:.•,,,•:,.. ,•.; . .. i:::::1..q,.„, ..1 •8.•.i.',....,--Ak,41•1,4,11;A..rs-ii-4 t:K,,•),.-\•-1
r
/
/
.•1,‘ ,.,..-..-,t,. .-...\-i..t .,,,,,...,.:.i.„4.,u,,,',,,i:c..4- ,.il:::::1`.1 -. )ikk,',5.4.„. - ;,,•- r„1`,••••••,\.1., r''..,' • " ,J1,11 ' %•*,'", I,riA';',.!.:,.i.-.i,plyqkllizi; , ‘.i,•:..vr.p&, :e..irvci.4, ,,. -13 rxr.,?4,:„.
A‘.:?k'r•''i".....14.5X,' ..‘",)10•'...t.I.:ifilei li -`3÷-sb 'i§p,;:v.,,4'' .r,,,, .:\v1/4.., ,,,,,I.,,, ‘. ..? ..,Arei.,.<; ti.i,. '4,..;;;:..,:,„.1,... . .1. ip....i..-433.1.....i..,tirrtl.„.,,4.,.A.1,..44,,..-rh,..,
, .„,11.,F..:„,,,H„.,„..1::::,.,,..11 i;‘,..,....,T,J .:::.-,-•7.,..;.., ., t,A,,:ait..A7k.,1„41,:.gA,•..A.,0,t:411--. ,f
.-:,„ -::,. c.);-;:,,A..,,.$).. :4.!..,,,,,,Alip•rliy.44...1. ,,,.,-(ti,.;1,,,, c'Nt‘...;,::,:.4.5(k
•• (''-.!.......\-,,, ;!;',1,.,,>..1i41,..1,':-i ..1i4.,t.iit;IY•1‘;,.‘ ,,1,447:4-'''', ,t•-7•12-.1,4:•5',b\•vl?:-, 1,,,-.'-,..1.,;.:_-..,-...:L'-'77:',,---1-1..„.„„;i4,:y4-.i.. .1a,::.‘•,:ih.':\‘.1'‘`'15,,?:,,r•r,i.,,N11, 4:4).`ffilti!E;.4,1.4irr.1)kj.„,,4•P';-
:.,3'....,,)".', •-.. • k-,4,\,...••\, i .',4.,a' •;(,..4.,...:At*Jr.,;,'.., Y.S•140.N.,cr)-,c,74--Arf 1-,i---..--- .,...,--,..,.rn`•••1:--tli.ry•t,:::1V0t... v_.K1:11- .•11 A'.,d:V•••:•:•••ii,-.41,i).,. '.•"'fi,I...:1•VZ‘
1
T.` .... •-,d0...r.vi....-;.N .y.. ppit,_";:,.4,-,--p,:13.1,4;,,,\x. .4,,,4.,;.•4.t,.i.-,. 1-:.,•,.
\
ii,.4.,. '.14,-i '4-',.,,,,';'4.,',Nr,-,t,011,•t;,, ..,•-•-cij!,-,...,,,i.i 11 4%',,,...V,:t„1..1,.:..4,!,:- .;•-;,...tvi ib,...iF,,.
..4 .:-.:•-ii ,3 ,,, .V'..4;47N.',3?-46titl'.... •It.Itl, c.,-,,sv,....)5,11/4,ii,:.:r..?4,,,:r.:,.1%.,t ,...i,.2j.„5:•.:7,117::L ••--7!-• :-•-•.--!.-4.T.:?-7i.5-yirettiT:.:L.pr
.-rt./_..:. ....”--:••,-. ••f.-ii4;;;) :i.,..t.Qer.:0-.'' ,f, '.....'i' LI .`tli'
c*03. .,1 ''..Vtl'il,.'N. ...V:it-r IV-,,.-i 1-qis. c ri: . ,,-i...' .'7'-til.C-14:'-'...:.'.•:,":,:•,:. "• It
V -A '.:' ;7.1-1,...1);;:.-..„--J-..---;a- 4"-Vj',77:.,:..;.':o.-k410.Vt,\r•Al•A‘ .%71•4;f4P^i1A' et.h.441 ,ILyV- .
....,k c7 ''' •••••%.:::',,,iN*NI-:,.:( I;(r•-.,,-(6:q g-s., ; .1.,e,,-,i..,. ,;„,•,frificiA•;.eJ,,
(-i •,,,,,,•„•,,...k ite ,11.4.7.„)L'Irr E --) ''' '.'1.;41.: -.Ni/A.A. 1,4C1,;'',k`;;;4.:'•
i ,s 1
IV4v7.1.,-, 77-4, •.;Am'-...• i„.-.4,.....I,1,94.. k ,1,:t,•P1,-giiri.v.‘togv.,?.71.!,e.,T4 .
,f,,!ro_77.•.•,,--t.......••. • ••.: „„?.....-.:;:.../..,,,..,4.,..,„i,,,,•t• ,,,,..,71,),,,,i,.1.N...;,„„,,.i.gi",•,..,,,,,•4•?:kw.,,,•,...,4-,..m.4:„.1,„),.;•?•.; •A;,,.\''
:?':!%. \, ,,lte./..s:A'‘S.1;.:* ;> (fir 11,Z.,',-VW., ° ,•1. .-CSVC. '''V's....1''..#'.1 ,•,••1 •t•k;', ,i.... ,..K•••,7 ..*:"IliA,IS,-?,;•9,.. ,•,••;1: I'..i.i,-...,,i g•th......,%4,,,-,,,,.,-iti,Iti,*,i1„_•41.,P)t '
I
,, .. ,. ,, - •„., t,;,.,,4 ,,,... ,., ,<.„--11:•,..,• 01- 4.e.,..,..-.‘,..--,T.,,.,1 • -40-
2.:..: .,;,,... ,.c., ..-_,,,e.l.iIi.,;!••:. , r.),;-:,-.,,,...•,;._ -c•a• \,4 t;• :*-:??•"...1,. . .' ...0‘...11•;,. I....4 ...31)1•te.?,,'"._•..:-...--.1,:-...-;-;•••-ft koz•-.5;:,„• :...,,,\ .\•,;:i:' ii-f%.'IftW,"d,.-.V,11,04-1:`1" .. • I
,t(‘-`!_,,,..• .. \:\••., "7":'!•,",f-•',i(lkX pit,'pl,• 9.,' .1,•?..;\.!L,r...'.?. .....:.-‘<.:',N;\-,,,•-•:',4 .-- ,...--31-01. v 0 ,5k).,. .., . 'Alt 41,,• I-, 1 •••
li,'IA.,,, ,..,,,IT.::::,..;,i.r,.,1 : :a:,...,:;...'.-...:`•,., p....•9,11,5,,,,,S ••• : . ,.. )..,•:',N.,‘.••; i 1,i''I.. 1
,,,f'• \., ...../.74'-''' ' ';,..9,:. tl.l„': iV'•1415i''.7,1-(1..? .. ...,.:1••;•V.''C•t'l"Tc*DI":C.1',,,,i'y.•,'-•.:.;--'• -a, •.."-•:••''%-.4:3-'-',:y.•,..-, .f.11,.,•••1• ;., ---i=1,-,.1-.."-, .'t ,,. ;,. i.i.,,0).•;# ,494‘ ' • 'it i',
., ,,,,,, -Jt..0-1,-2:Sq ii:„.f.erl.:. IP.....,..:•'-f .,6!..c.2f•--.•.:-.' '
"Iv,...."',\... .\:,.....,':.k3 • ..,:kt::....,.,,,4• ,...st _,_ , ,,, is,. ,. .. ,,..,.•• i• • A.:...,:yrt rt..A., :...",,..-).i:.•". " ,,,r,:-....e.....,.\ •...„r.,1.,.:::,%•.... fa-, 4 1,,,,:"A
L.: , ..,, 3.")e-7,le ........,.,..„..„,' --...s'r"e ..;-17.'-'''t '-'1 4't.• • 7;•4,•''''74' 11'7 "k -4' 4 .
..,.,.•:.•,_, 7.4„,t ..,t_ 0,1'1.-.'2'....tA/0.1V . ,,,-,t--0'..',24.• It.,!Ft "At'•.4 . - ! ^.• .„,..af-Z ''',41 -,:•:../1.,,,,\.•,.....'r,.1 l'o'q..,.,...,,t,' .,'"\kr.).:•?„, • ' 74,1fiott. ,, -11‘, .
.0.!,•••Vit!‘trrk..4!Z,..;474.,..c..11-Iii":;'1•'":1-,".1-: :Y‘.7;. .i,oni??.k1:11)1.'11•,,i•if,),1 i,..:t,.. 1•::,•...14.4:•'1:571),-;9••1,1V•1\'..'1•'').'•11CIA.r14•111k.ki..1V.fi'47: .•' ‘'ili..--j....1‘ri-
„e".....,ji.A2 ,i1:1 ;;:••liy'l Pi..`S,'::•,s:. CkciA,...tf..'4.7).!,,, ,ti, tc.../..;(..,:..' .,•• ••.-.
.,"(4.4.4.-•:./,‘-'6;• - 47.'5\ ••44-P*•••• •__N•'' :/faC.C:Ii:„I'ql•k? •1•• •:41.•••11!'f'• „.:"..;:,•• ••‹i'' ..".;*
kts I
• '4*”---1•'''' V.'1.. 'i • '1'...' I/ 1. ...i N'i4::1 41.r6.-11:C..fr'' 1:-'-•.....Aft' ......`14.34;
...1"Ii?';'747,t.;.'''''7"; •••'1.t••;1 ii.it'ell,'1.0;.•:Ltr71"41'''l hi i e 4r:.:40..• • • . re)),,a,>,.
..,,,,,,,-,0,,• ..,..3;....4:,.A. L \i.,.,i.v1,,..-.:.,....,,,;:414:41-;-..,, i',.•••,,e-. -,•y..-....r,
,.
'fe t'•-' ..P-‘41-,:•'•.,1.1.-ii•-•,‘,i vi•t! ..t.... s..9.. ,..,!•••• ....,..,,1,4,...,41, ....,. : .
li.i!1...4r-,''.1:••••'--4--!: 4.;-"g''''..S-tt*;1,4rtPsit.1., -. ..,,r1i...•4;,\, 1,•ti,;,,,,,,,,,n• ..w...,,,,,. ....v. tt..1,ii,,,,,..4t411.,A
•:,::.,.(•,,i' ' -e,•1,'-1.-As. ..\yailg•;...'''.,..,,•;,1,1,21,,..11,1745.-.E.,,;c4z,t.i:...( 4Al.A1..•41.,14...1
..:.(.'Ct..t.•Iii:.. . :.‘..-..-,.;11:6 (..1..tityfilr."4-•'.,.f.';i:•,.'Q' :K' 's. ...,..:•:..k.,.:,,.
., \,, ... ,-. .,t-P,4•„.1,1•,4-1", .it.ttt V;k••-•..:!... •,. •••,;:•1.,,; • 't`t.NA'\•41C• ''''"-
\ ,
.......5,..vori....,::„.9,,,yi. 1- 1.c.•,,,1„0:\.2,-..,,,,f,,,,5,,,,(;.. ii.:1„ ,,,4•:.• .,.........44;. ..... :
. i.._.h.:".1'.11,',C4i.T.;•;',11;f7:%4:f A,, k... ..i.f. .71....,z-;--:.1-1 4:i '', 12,-420.1t.. A‘I•'1,s''.-,.:,;',; (11'.,., .'
\\11)1.: 61r._4111...-;•,,tIrc,i1.:•,1,..t.'1,',4,,V7.:0`,.,,,.a..,111:i. p,„•.;,•'•!':..s.„,""cif..,,,,... 41,. ,n.'., •e• '•)7t‘r,ef°54, ..,t.':,..'.›.•-•'-r•t?..,.5--,,A.. .:.
t It'A-•.'.._ 1,Z.,'..,i;,‘..i.,,,ft r•••••11ii 1:.:0'..r•drISIL:74•5•77•:;:,:!ViT 41.,' • • V). •t2W•.;'1, , 1;•:;-••it..41g?.••,
!
.;.fl ...•*,'•,....1;•:i.V.-;:.^:ii•s,;•i•:. :'54:•71•11.t"..:-V,i •1 ty..,:e•• 1..J. :r, . .....17,7,..-,Ati••10••••t...:w;...
[.,•••• •••:•.,ii.,1,..1. i...7.:).•/.,s.1•, , •-,,...5-17:_ritt&r.1:- :,.. '., •,. -..1..-t.!4:..gfatii, ,. •;,.,!v•cv.•.••••
,',C\c.,<-1,./b ,1:••••.-1'N't.:,,,c,'.,,,c,„,:••;411_c::,..A tylols-+'-it§'b1S ...?;)• --- \ .,?'„yp,. :,••••,?;-,s. •,...,,, •;,. t ). et ,rA i L __ . . ,t ,,_\x, t rpt,,
-\,..i, ••ct.,"'•4'ral:1;;',;1-•cr..;f..ttlz, k\ ,. ,,ti,.. , •0- ....-14::ia,..:.. .,'. t.. .1{',.?-'2'-.41. '.:7.n .113h.'i r.;7:11',W.1.‘ .Z-4.:;4.;.;;::.. fi'.) Virllh.4i' .• •• '4'.''''' 'V-4' :
•••••-• '''' S'•• 1 .••••••• h‘...14'-i •,'..: 1 -,"1". a.r.1-.1...f ... •rf• A•// • ,
.,..{.. •..t'',6,14.;s',/,="„:,',"" ...V. T11. "q"'"‘ NN'il * I *. ''..r -* *''' ci i,,...-Ai'it,.(4,•!Cit 1 ....,•',,,,.. ••• .,..;,,t....... 1,-,7,1 , .,t.t.,)Av. , „r. t.I ?' ,
••••••.:*• ••'t•:::P•4-.<..1••"ki :''''-4 ...-...., '• A..A''''`. ;.‘• .t. 3. • •-••• ''1'.1-• '••' ...' • A .
'I '';9.11•••••••'•)'•,, i!• '' '•I•:•:!,i.f."' '' i•1"' I; 14.a.%14 .! ••• .1 I ‹, 1
,.!.....7!..'..-:' ',CI,.,....... `s.e.'!.•,. 'v.:.1!• - 51,tv,C.‘!/..,...,,..t,......:n•, N , .• f.e... :., . ,,,,,,-
1.
i '..17'.-:,:ilf?q''''!'" i-i-'-Cf1;.70t1) :111N-t'-'--='*-11• lk•- '6 .t...6.\•ii•fritZikAlit.''''il. •mck_
I.,..)". ,,„.., ...t..i. ,....,:iii. , ,..0,4.N4 ;•.: ...
1
.t..,... .
•tr-•.'•••••'IN';••.,iii".;:\* .t.'-‘tlitA...t 4i.--,-"'.7•J''';``?;‹oit,,c1." . .1.1, 'b''V...i1":',.'`.:.:.?P';;I:t4.‘14.,;•r,V-1..P.4.Ir' .t,•••••. ••••••••,,S....•••s. '' ..r.'l's
_.., ,....,,,..o. r, ••n1..41 . k
..7. .:',.:.•-:&',..; •2;.1%-'.N-2tiT;4='1,Piirt•-• 1 "NAI,VkigN '•..-'k-'''' ' ', .• •' 4,3".--4'--4f.
j
,.••4 C:"‘•••••.•,. .'t•:•15•-'.:•-,,!.',r .t::*'..,,t;; . ,• ...!./,i,.....1 1%)4‘3. (t",... ..t.t1. I, •N"¢ .5 rC'si•II 11•••*--k"1" :!--;•••••';‘•;::•::;...s:)'•.j••`•••• 11%1.L•i:'•11'11:•‘•.j. i
'ftt,',k t.tL---'-•:-."`" „,--0 le..',.% .!•"."-•.:.igi '''`iXt.,..,r- '. ,. Aitil, •,, , 4tTi.?;"Lirp, '; '
). it. ...(-.y...,.;.,:...,-,....k...,....;bo ,41--- ' ...;:,, 8..t.,,,,t.;1 • . *q.••••-••P,F .,• ...;-„;•' ,•4,*•`...et.,',.
1-f-r.Ir'."•MIL4.. • tIt' ,T•rttot'Mrftr '' ri. .41, ,...„ ,.. .. :
..--.,..-,,....‘..„..,,..,,„...„,00 ... .. . v..,..),.:;a„,
N.
,...r7 V1,Zr\''.-•...•:t:!;,..ri:4rir. •!)''r' ..*. "'" sc. '..'t k.•c.4,..NVil'! L'.-•.-54\0.--',.".•• : 11,-..1...1,t,triy.,:c.,:_).,...:..i,_, ,.'9, , : . t V, l' • t• ..,.• 1 li,•‘••1 4C'34.,.'
• ••ti•I' • .. L •• .r';- 1:--1, f'14S't ..,, 1., 1,1 .„.I.. ,.0 ;,,J . ,..,t-t•ft,4,1,-L..,, i
N'.;-.A.---,•,`r4v:•i:••.N..f..0." ,'-.•1, • s•-•,f cc ,z '%;..,•‘•,,,t,,LP.,.••*••,.,„".. •,"‘ c.,- : •••• •. '
t;:41.4 P4'.••• .•••••••••.;.1,-ci ,'y' i 4.• •• • '11'''' 4' P '
-.i.:( -;•••••••••: ,:',.•.•Y--. . .7.. ...4.'‘...• 0 ,,,...\•q 1.",-V.f•-,-,..,1,1.4.";! ; ....) .;:! '1,, ;,
.t.”-. I • t'.! '' • P.4 • 1..., ' & r'!
` i-- rreil'IkAltn..41. .ilt. t.l.'...' 4.‘"r"1:5' 1±,t4j. • ''l •h;11. ..
•,I•.;...v7:,k45,0,.?:,;10.. 4..t,.rot.•V .4 •A)::.0)641S1.,,ig ‘A.A\<%:..,.,\;..V,4),'-
.• (:'‘'''4N tt,:t't ;!..-':\,:lyl.:".•"...;:iN4'.• •' .r., '.*Li.Z•V.;r • s'`X...' :'•‘,-'.'-`), 6-•••• ,i . t••...-,- 4%.,--,--- .)I.-'y.9 • .^.••••'.! • .1 i ,• . ' ' • ,,,`• r'
....,. •,..,,,c,(•_,-,.(p.,::ti•:,.„ .„,..,..,,,,),,,,yry ,r• t,,, ,,,n A 4.?• ....' •,' \••\ ' . • '
• ''' t'VIL -.'' '-'1i.../2$iif,t41 .Y•77•'1::.' •...,'‘'t411';•1 1 . .'4' .. 4,„,,_1". .1)2 1 l'-.11'
..'•:r\''• "L.'•;;,..1.. :•$:X•''''.•''.-/Ar2N..,:.1 k i ,•.'74101\.•i:f.CAl...0 .- ,.fi • .1 •• . , . W"-1 11.11•M;, • •:3;,.../. ..,__. .y.L, ••••••••••l', .:.1 ill. 'I • INII?0,', •., 41C-.1...'4
• •` 4. \C!'.• .* • i'f
'`',4.•. ..:;•••t.‘::i.‘4•;0'. ..j.\•11.:?Lr- -13s,'.11.1 •AA..:\sii. ' •••9 4,-,,, \;,k4.6,
\
"'".f.7. 'A.( al f''-ic. cielni ';'7,''A.I.I •1 ;),. •
;:•-....77.1;,I. •: .• 4..-:-.7,--•-. ..:1:::• '. t•-4- -ti• i' 1.,. r ••'''a t‘ '`;i ' c
' F ----‘•'..7 ell-k.0 V=M1 1 I 1 lb%',14 ' ' .41A'? 1•'.;irq:c • `1'11* i • ' t•
:,S.;:c......;:..••:::: Y.:..t,Ot'.•.1`;0• ••.% , :' ,.}.x.,,- .)\ (-\(‘‘, • , ..t..•,:AI.•-••-
i
e--\
\
=
.,.;.,c,,, ,,...,..,...1,..,..,....,.......),:.,,i.l......4. , ,..ero ....4.1,ii‘\k•\; ,,,t • . ''..".,:i.,..:',',;sly.,.\:• • ti-b.1),t,,:......,,r4:,z- •;:c,vttitt';...,Aiyits4,.•••••` 4k'.• i t•• • •.,..... s 9 i.. ,4;4 ',-,t't.,
•'..•;• •,...,,- ‘„,••e3-..,.4.,,>!,:,...,,'i t.)...icOL It.. 1.,s° *tilt \ -7 \ * ,• ....1.,.,!.....-:;-, . •
tt•'• -,-•1';•t-',...-7.•,i.1,.,!-••-t.t:si,„, ..*EA-...•", 17, , • '1/4,il i v \ • ....i.it3;•:.%•,.....i".15'.,.. • 11. 4':.!2t.:t*II•e• 4‘?:.:}.:\?1•14. ‘hAV--1 el' "i I:, 4;4%1"'17 4". it'r. Ight"It"
4•.•••, i•;AN .-:•••1...;•";;.'"re.,%1.‘:;:). ....% .,,• .s .. 4;4 a.:)li s.it..-rr ,..!....-....;:.,;,•,)N : •
'r;IT.--' ••••',1"1, •\1••!.,-- irj". - , 1- • '• '4.r r- , . .4% • Z •6 3
%.,•!-L...r„-••.••-•-%.:t.;g1-7.":,`"c3:;;•%.. ' la e*) ' 4e\;\ • ti-• 4':''''‘''''V. .1!.1- ,1,15..,..T\,,.)‘.,1 ‘' -,i ''.. i +.- if 'tt :,.0 ;',..„.' :.V • r • .: •••, a,
-:.-';``,.1:: ,..'t,!:',.;;A',11!'-14.÷- 0 •;',;.)..-:: 71- ')It.-A‘• \,.i.- . c'4;;;;.:.1 ., ,01, 44-b,"• .,.., -,...4. . .; ,k41-n, UJ
z
•;„,t,,,,>;',';'.• .••?-.•.?..••••••:.1.,,z,,,.P''' .\'..,'-:c;,tzs,,A..;1 %'11.-'laVy'i7--Aff'41;•:',, ''-'7-'\'
kt
m
,,o,,c,,,, . ••• 1 4//).-, (5
‘•-,,,-../..-t; ,,...5;:',.,%;1;,..7•:"1...",,V,4-',."75-.-•••„.N"\,,2,„..,•.. 00..1S\4 %\•• ----.Ii; 1.!;:ii:. '•'•:..)v)41..---FA
:..,•- •('1;.•,'..:•t'irc'.' •,?:;•..,..**1!',-.,, •-'1- .•• '..V"'•:.•••••,•• s, Atek0.(``J•4..' ke ‘ i -•
i\ 3
l'At-.1,4'!'..."11:7117::$4.74,it.,, .r`,.1.-..10..-:..g. 7:11.,?y. ,,,..,,,,p..- ,.....,,,t in
AWL„C....t.N;.1-.2• 71i;•S1; 7' .. .-',',..'-tli';', c;.. .°s- .28 *. N :r.,•y;4::*vr.;ftli, ,•?"! ' Kbt''V4tilfil 7\ ' •-
..., i'i,.-.----.,,,sle;i„;.. ,..i.k.-.. 4, -7,-., ..•„7 to '*..4:,'•%•....• ' .. , ,, , -
•-:NK •".4%;Kq-.Y•-,,:-'i,,,•:,•.<•".`:...,',.?•• • -':'•:•-jg• -'''lir"i\,,s 4.7ti"e•'<•% n't'."-,Pli•i,"-•°-AN'•
r.s115L'ii '..tl,..• 4 • .44%.;1. V 14,1.:•,6.4.t .g,.1.,Y' • !r-,,t 5k.i.V.1 AEA ,
' ..-kgr.:11.1;7f ,• :.',r$i .
V
;:.'hy.;rit'l_iiik ,/%.- ;..-.'" s it /-fi• / t •tflt ti:37.' ..,1. ,t: yi. • • L44: 0 : .
•!'sx':•:•••‘:54-.Ni.ii•-rel'..;.':••' ,..:?'-'' ' ,;,• .-'•.••\, I•r-,%•.•.•'1,i•',•02'- 4;,, ,t\-:.v,_.t)-,,.k.':tee.k. .-.•4,4,4,,, ./ ,,.!4:-.---r.,•up---,-.• '''..-1'1/4 iiii . 'Ad "c-,5-114 r.- 1.-i-.-..4, ,;,,, • ,I; r ;
:;,,:.;•,i,.11.•.:.„.:.••:, :t..i.V.,,,_,;;I:v".:A.-7...."::v. . ''''. ,,,,det‘ V.(7.4 ;':•.1kiit, ‘. /
1.71,1'..t.sl'rf.,'';',1. •45'!)1 '4".1',',•• .01"1-:.• ‘k4fit. ....;11Y. ;• ..I •••!Pt . • .
,.,:,.:4,--,..1..,,..t.:x,....i.:'..-•,,..!;,.--' v...-.-7 ... ...,-,,,• , it-v,..., 41:•',N:. \:.'-,r,e, „''t•••,.;,;:,c,.i„, ',..1,trqt.i.r.,_,.,a-q,F•4,f, i'. 1,t;:-..5.•"; ,,‘" ,.. 1.... 1,40,0;4. -,',..' '444-';',,' •. ".
..,,,.....>,.. ...0,.;,,,i, ..cle„;‘',73/41,). .••••...--- --;;IL, .tli,•-• ••....' 1.. .)''' 1°.''Z'ZI,1- Ak'AI • -'4ciViS,fikr,1,1;?i-f., ltr:41/14 •A I-,-,4..A e •!.,.,,• .',iv,t: v I.Vs.i! i
,'..1,..65-;17,-;.%:•,:':-;;;•:. \t.:;,;:d,.. ' ••'K-r•,-ri f...01 , ,a..ki,4v:••,,•, \••A.N.vi-,.,,,,. ..
.‘',...4.,..t.t,....k..,;:f; 1,grts. s. . =.t.Y.3.:‘•' .6cit-•etA,5ti, "e:iiP• I;4- :••.:
\
'6!`'.3.•.‘•..-,:::;,;',.N....'. l'•!`..,:y."4,Viii. 'ils.,,V‘, ,),.e.F.41,,ik•;1...fp. ,Nk't;„j1.1.:.,..-..- 4,,„,• .
..2....,.. -,"-,10,,p-ra)44,,..,4ili.:,;:73 m/-0 .r• .,t •-i4i• "4 V* • :. V*0 •4'‘•'' • '. 0 i
...!...;i.,.•;`...;:...1,,',.! - ..,..'!J.....' . . _,/z.„....,!..•,St... t.i:A .S.", ).ji;4,„,-.1.,,, I, ••••`7,'.,;.4!..-...1; Pri c.).Viii6t.J. rt.- .1..7:-.b...,1*-•eg•-/-71, • '-'?• ,.• . ..„-rsgif... .,A._ • ...• ..t. ,i......x
• ,...,.)::.1 ...,.: .•.(,... ,,s''' .i'r ...,•27:', ' •ei•";:,‘-'r.::;''' zgl.,,,,34,II tlAVP,A,,;::f!f.si,:t If it):"..tr- , r"'"1.;<..:-11;:e!fl 'i 1:,k'r'11 '''t' '•ep,.. -,,,N" i, , it, ..,,,,,,,,• t /D)
• - •-"-:,..-.•:-•-..,,,e <,•1‘,li',,,,,,sf..b.k,4.:p1r;t:-0,4 4,1,‘•t, '. .!•1_,-17-A ilt•,),,s1‘\i'.fc•0:1,';•, 7\ '''••2":*:::riiitiz`b:-.:.;':1:i.,:i4i2,e;'2,4::“1 .` .,,".1..t: ,,ef.)4..4,-iti -„t!.,,.,s .' 40,k- .,..,
1.• ,'''....',-,:-::::.?:.t.i-, ..\c_.,;40.:?)5WR-....,..15.:•3:•'frex'..;:p. '...,n11.!i,i'bir..4,11.(•'‘. \-,...'.'• :',. 1D1 tiii.t.i;fi.' l':42-:::•..i.. .ryg,tA ••,'-7, .(.,•!'. IV.'1‘.'•-4 • ,../,1'0,41: t'' i•4. ' IA-P.:A-',7-.0• (D 1
,L1).'''.1::'• 1 '••••••", • ^‘::''''••'-'...1."...:-f''''..::.l..,'.",‘ ..i.,4,...;s0:j.isi t'''').:;::\•%.' V'''''
X,tp \• ...•-`A4,17,;:,..-...1 "-"e".s:.•:,4 ...-44041.ky!•?.'‘.111.!4-ti•1"- •••, ',ift,./..:;.•.--::\a:.C.1..4-'1,:.1:.;:' •
D i
74-1.. • „6. T...3..".4.,,.. ., .....1 , .11 • . •••••,..,-.0. ,ii ‘,t.,,„,.• • st:it ‘,.'4,.; to
ty: -• •;:,;.kk•„..,. //t..... .. c• •i•k•., - . •••••4
,,,-,;,..• -, ,,, •a., ••• .0,.• et 1 ;•.F.;• ...1P4t.-. •: ‘,•(' - •:ic;,1„.0•Ii• ),,:•I -I t
,,,}-1.. ,. .• ..,, ,...(. .„ . •r ,,•7,,,,, --i ..8• -,:7 "1-Ph • 1.: .,
,1,.).1.`•...t,-"Ply,•'`..e, (•".....r.,t''.• ....700:1'4.1',. sl..'" • ". ',.' -",v-r ,-+,\Nki ''' u) •,,IA r-, ,.....Th-,-1.,.,./.,..._,,,.,:;;L:.. ff..,, ?.,11.,•• q,.. =4,,,.,4,..e.,,,i4.:4;i>ii•,'vgii::
....%, ,.... , . ,,T::.,, •••;,.t.,%,.,:b,,, ,.;,,,....,:5;\:,;;,7;,,,q.,.;,,,, ,,,,;,\1•,;,.:5....:;.-,..„,c,--;:i 7.,..._:,,Nt,':',.: N-
L;7 - <*''-/'/,/,'/..,-,K..t. ,•,,P: :',,...1:i•....! 1'.-•--'..$Fl.!1.%•;,.-r*-,•• ' ••-• -. -• •• .• ••-,
• .X.54,) •• -:;•:•,, . •-....?•ii•:;1--\'... •'ir.,„•):.'•‘;',. '...4",c'' ,,...,^.'.1;..7.":".....-1",.••• •---.: w -f..'•'..0 --
e,
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: March 15,2000
TO: Parties of Record
FROM: Mickie Flanagan,Recording Secretary
Board of Public Works
VIA: David Christensen,Acting Chairma
Board of Public Works
SUBJECT: FINDINGS OF FACTS&CONCLUSIONS
W.S.D.O.T Variance to Noise Ordinance
Roadway resurfacing on SR-167 in the vicinity
of I-405 to the SR-900 couplet.
Please find attached the Findings of Facts and Conclusions attached as an amendment to the
approval of Minutes dated March 2,2000.
1. The Board of Public Works has found that the granting of the noise variance to the
W.S.D.O.T.is necessary in order to allow roadway resurfacing of SR-167 in the vicinity
of South I-405(M.P.25.00)to the SR-900 couplet.
2. The Board finds that the applicant's proposed mitigation measures along with the
conditions imposed by the Board as part of the decision,are reasonable and will provide
some relief to property owners that will be temporarily impacted by the noise generated
as a result of the construction activity.
3. The majority of the Board agrees that the impacts that will result if the variance is
denied, outweigh the temporary inconvenience that will impact the residences and
Holiday Inn Select, and that impacts will be unavoidable in order to complete
resurfacing work that will provide regional benefits once completed.
cc: Paul Lumbert,Board Coordinator
Jesse Tanner,Mayor
Randy Corman,City Council President
Members of the Renton City Council
Document3\cor
BOARD OF PUBLIC WORKS
7:00 p.m. Renton Municipal Building
Thursday, March 2,2000 7th Floor Council Chambers
AGENDA
1. CALL TO ORDER:
2. REQUESTED ACTION:
• PUBLIC MEETING- VARIANCE FROM NOISE ORDIANCE,
W.S.D.O.T. -Roadway resurfacing on SR-167 in the vacinity of I-405
to the SR-900 couplet,applicant requests a noise variance to complete
roadway resurfacing from April 2000 through December 2000.
4. ADJOURNMENT:
BOARD OF PUBLIC WORKS
7.00 p.m. Renton Municipal Building
Thursday,March 2,2000 7th floor Council Chambers
IN ATTENDANCE: Jana Hanson,Chair
Larry Meckling,Building Official
Dave Christensen,Utilities Systems
Jim Gray,Fire Prevention
Dennis Gerber,Police
Paul Lumbert,Board Coordinator-Absent
Mickie Flanagan,Recording Secretary
VISITORS: Marcie Maxwell,Chamber of Commerce
Bill Weise,Holiday Inn Select
John M.Creery,W.S.D.O.T.
Bruce Farrar, W.S.D.O.T.
Ali R.Amiri. W.S.D.O.T.
Kevin Hall,W.S.D.O.T.
Juan Reyes,W.S.D.O.T.
Janelle Hitch,W.S.D.O.T.
Lynn Acuna
David Jackson
Diane Jackson
MINUTES
1. CALL TO ORDER: Chair Jana Hanson called the meeting to order at 7:00 p.m.
The Board of Public Works staff was introduced to the audience. Ms. Hanson
stated an Appeal of the board's decision would be considered by the City Council;
however, no further testimony may be given.
2. REQUESTED ACTION: PUBLIC MEETING - VARIANCE TO NOISE
ORDINANCE,W.S.D.O.T. - Roadway resurfacing on SR-167 in the vicinity
of I-405 to the SR-900 couplet.
Request: The Washington State Department of Transportation requests that the
City of Renton Board of Public Works consider and grant a 65 day, nighttime
noise variance from Renton Noise Level Regulations, Chapter 7, as per Section 8-
7-2, allowing their contractor to work between 8:00 p.m. and 5:00 a.m. (actual
variance time is 10:00 p.m. to 5:00 a.m.). These nights will be interspersed
throughout the contract,which is from April 2000 through December 2000.
r
Board of Public Works Minutes
March 2,2000
Page 2
Justification: Repaving work will require lane restrictions while grinding and
repaving is being completed. WSDOT traffic analysis has determined that by
performing lane closures during the day, traffic congestion due to high traffic
volumes and loss of roadway capacity will occur. Such large-scale backups
would not be acceptable. WSDOT recommends that lane closures be done at
night when traffic volumes are low enough to handle lane closures without
causing congestion.
Ali Amari, WSDOT Design Team Supervisor, 6431 Corson Ave. S., Seattle, WA
98108, gave a brief project description. Mr. Amari stated that daytime work
would double, (possibly triple) as well as the project cost, due to traffic
disruption. - -
Jana Hanson,Development Services Director, asked how long the grinding
operation only would be from milepost 25 to I-405, and Mr. Amari stated it would
take three(3)nights and would cover approximately 6,000 feet.
Bruce Farrar, WSDOT Air Quality and Special Studies Program Manager, 15700
Dayton Ave.N.,MS-138, Seattle, WA 98133-9710, addressed noise levels. The
Talbot Crest area is from 520 to 840 feet from the SR-167 work corridor. A worst
case scenario would be 90 dBA at 50 feet from the work site;however,this rarely
occurs. Exterior noise levels were monitored and found to be between 65-70
dBA. Going north to Lake Ave.,the project corridor was between 400 and 800
feet. The worst case exterior noise levels tested at 66-72 dBA. Going west,to the
other side of the work corridor,hotels tested were Larkspur Landing,Hilton and
Travel Lodge,with 69 dBA at the Hilton, 65 dBA at the Larkspur Landing, and
the Travel Lodge is 1200 feet away from the project limit. The Holiday
Inn/Rainier Ave. work corridor is the closest at 75 feet with an exterior DBA test
of 83-84. There was discussion of interior vs. exterior noise levels as well as
ambient travel and attenuation factor levels. The northbound lane ramp has a
Jersey barrier,which takes 5 points off a tested dBA.
David Christensen,Utilities Systems,asked Mr. Farrar if he had evaluated the
work on sheet P-9 of the Paving Plan for the off ramp from I-405 to SR-167,with
respect to the Holiday Inn Select. Mr. Farrar indicated he did not evaluate this
and that the rooms with the most impact would be the ones facing south and those
on the upper floor level.
Jana Hanson,Development Services Director,asked if noise measurements were
taken along Shattuck Ave. Mr. Farrar stated they had not;however the dBA is
less than the Talbot Crest neighborhood. An estimated exterior dBA would be 65.
Receivers on the east side of Shattuck would not be affected by nighttime
construction operations. A few residences on the top of Shattuck Ave. would be
Board of Public Works Minutes
March 2,2000
Page 3
•
65-70 dBA. North of Shattuck there is 4-5 homes with very limited noise levels,
and behind Lake Ave. will not be impacted by construction efforts.
Dennis Gerber, Police, inquired as to when the nighttime noise level becomes
daytime ambient noise again. Mr. Farrar suggested 6:00 a.m. until 8:00 p.m.
John McCreery, Chief Inspector for the project,estimates it would take 7 nights of
grinding and 7 nights of paving to get past the Holiday Inn area(I-405 to 7th St.).
David Christensen,Utilities Systems, asked if traffic control measures were the
same for grinding and paving. Mr. McCreery indicated they are the same, and
those two lanes of traffic would be reduced to one wherever they were working.
David also asked if weekend work was evaluated in their planning process.
Juan Reyes,W.S.D.O.T. stated that traffic volume is almost the same on
weekends. It is a little less from 6-9:00 a.m.,but after 9:00 the volume is very
heavy.
Jana Hanson,Development Services Director asked what the impacts would be if
the variance was denied. Mr.Reyes indicated there would be massive gridlock all
the way to Kent, and the worst area would be north of Grady Way because of
signalized intersections.
Jim Gray, Fire, asked how interior noise measurements were taken, and if
W.S.D.O.T. has considered closing the entrances at I-405 and SR-167 for an
entire weekend to perform this work only. Mr. Farrar said the measurements are
taken with the windows closed. Mr. Reyes responded that freeway weekend
closure would only re-route people to SR-181 and that Sunset Blvd. exits would
be used to get through Renton and hook back up.
David Christensen,Utilities Systems,requested an estimated time frame of the
minimal amount of days to get the work completed through the 800 feet at the
Holiday Inn. Mr. McCreery stated if a second grinder were used, four days to
grind and 4 days to pave. They also discussed working a couple of nights at a
time. The additional equipment would make the project more costly.
Larry Meckling,Building Official, asked what the closest distance a residence
was in the Talbot Crest and Shattuck work corridor. Mr. Farrar said 520 feet in
Talbot Crest and 400 feet at Lake Ave. The"line of site"(trees and foliage), is
minimal in the residential areas. Mr. Meckling inquired as to what an average
dBA would be during grinding operations. Mr. Farrar said it would be below 65
dBA on average at a single receiver.
Jim Gray, Fire asked if any measurements were taken in the Talbot Crest
neighborhood. Mr. Farrar stated only ambient, and that at 2413 Talbot Crest Dr.,
the exterior level was 68 dBA at 3:00 p.m. for daytime traffic (600 feet from work
Board of Public Works Minutes
March 2,2000
Page 4
corridor). The middle range of Talbot Crest is from 520-840 feet from the work
corridor.
Dennis Gerber, Police asked if in Talbot Crest, with closed windows, would the
noise be the same as the hotel interior. Mr. Farrar stated that it would be reduced
by 1/3 if they have double insulated windows. The dBA would be approx. 25 and
without double insulated windows it would be approx. 20 dBA attenuation. The
interior noise at daytime construction peaks would be less than daytime ambient
traffic. Semi's register 93-95 DBA at 50 feet and WSDOT work efforts will not
be that loud
Jim Gray,Fire asked how much longer it would take if WSDOT were limited on
construction time between 7 a.m. and 10 p.m., from Talbot-Crest on up to the
I-405 interchange. Mr. McCreery indicated the cost would go up during the
daytime. Closing a shoulder plus another lane would allow no where to do the
work with two lanes open.
Jana Hanson,Development Services Director, asked if with the windows closed at
the nearest work corridor homes in Talbot Crest,would it be below the thresholds
of standards for a noise variance. Mr. Farrar indicated it would be very close to
approved levels. If the home had double insulated windows, it would come in
under regulations.
Jim Gray, Fire expressed concern if the work activities were done in wanner
weather,the windows would most likely be open.
Jana Hanson,Development Services Director asked what would be the soonest
WSDOT could begin construction before the summer months. Mr. McCreery
indicated the second week in May for grinding operations from Talbot Crest to
I-405 interchange. Mr. Farrar stated they could accommodate scheduling
mandates if they are made a part of a Variance Agreement; otherwise WSDOT
cannot tell the contractor what to do.
Chair Hanson opened the meeting to public comment at 8:00 p.m.
Marcie Maxwell, Chairman of the Board of the Renton Chamber of Commerce.,
300 Rainier Ave.N., Renton WA 98056. The Renton Chamber of Commerce
represents over 500 businesses in the Community. Ms. Maxwell is also the Chair
for the Renton Lodging Association. On behalf of these two organizations,Ms
Maxwell opposes this application by WSDOT. She requested the Board to
implement restrictions on all nighttime construction in the vicinity of the Holiday
Inn Select,the Hilton Gardens and Larkspur Landing hotels. While they realize
the need for roadway projects that minimizes traffic congestion, she reminded the
Board that hotel customers also have a need for peaceful surroundings. The
Holiday Inn has a$1,000,000 contract with a major airline,which is 20% of their
Board of Public Works Minutes
March 2,2000
Page 5
entire annual revenue. She suggested that the DOT meet with the hotel managers
and decide upon what would be acceptable and favorable to the hotel guests.
Jana Hanson, Development Services Director asked Ms. Maxwell if given the
WSDOT testimony of interior noise at 43 dBA in the Larkspur Landing and
Hilton Gardens hotels, does that change her testimony at all? From what she
heard and understands, she feels it will contribute to a loss for our hotels in
Renton.
Bill Weise, Manager, Holiday Inn Select, 1 South Grady Way, Renton WA
98055. Guests at the Holiday Inn have expectations of a clean room,friendly
service and a good nights sleep. If they have any problems,they get a free night
stay. Corporate travel is 70%of their business,the airlines is 20%and families
are 10%. An average stay is 2 nights,with 2+guests. Northwest is the airline
they have a contract with and accommodate 25-40 guests nightly. There is a
stipulation in their contract that states if they are unhappy with any of the hotel
features;they can cancel within a 30-day time frame. There is increased
competition in the area and the hotels are struggling. The Holiday Inn contributed
$56,000 last year from the hotel tax in an attempt to attract more people to the
City of Renton. Much of the structure is exposed to the freeway on both sides.
Mr. Weise asked WSDOT for a comparison noise for the different dBA levels.
Bruce Farrar stated an ambulance is approximately 86.8 dBA;vehicles at 20-25
mph are 60 dBA; a refrigerator would generate 45 dBA; and normal nighttime
ambient noise is 52-55 dBA. Mr. Weise gave an estimate of guests that stay
during the summer months,which is 90% of their business from April to July.
Mr. Weise feels the hotels generate a lot of state and city tax money for the city
and that they grossly oppose this application. The nature of his business is a good
night's sleep.
Jim Gray,Fire offered an example of a fire alarm test to wake someone up is
70 dBA.
Bruce Farrar, WSDOT,offered more examples of typical noise levels: A jet
airplane, 140 dBA; heavy truck, 90 dBA; garbage disposer, 80 dBA; vacuum
cleaner at 20 feet, 70 dBA; airconditioner at 20 feet, 60 dBA; light auto traffic, 50
dBA; and a whisper is 25 dBA.
David Jackson, 2419 Talbot Crest Dr. S., Renton WA Mr. Jackson indicated on a
map where Talbot Crest Dr. is and the neighborhood he lives in. He also thanked
the Board for having another meeting on this application, allowing others to
present additional information. Mr. Jackson read into the record a Petition in
opposition to specific noise-producing activities for the WSDOT SR-167
pavement overlay construction project. (The Petition is attached as Exhibit 2 of
these Minutes). All of the neighbors they contacted were supportive of this
Board of Public Works Minutes
March 2, 2000
Page 6
Petition. The Board as part of the record accepted the WSDOT Mitigation
Measures. Mr. Jackson would like to know what the impacts would be if the
work were moved to daytime, and suggested WSDOT submit a cost estimate. He
further urged the Board to have the work be done in the daytime hours from
milepost 25 to the I-405 interchange. He believes 65-75 dBA is intolerable, and
would not allow one to even talk on the telephone. He encouraged the Board to
require a technical report from WSDOT before granting this variance. Mr.
Jackson also asked for clarification of lane closures. WSDOT has not taken any
nighttime measurements in the Talbot Crest neighborhoods. The neighborhood
has experienced noise levels from a previous WSDOT project of SR-167.
Residents should have the right to open their window if they so choose. If the
paving is done in warm weather,they can't. Mr. Jackson urged the Board to
understand their hardship.
Diane Jackson, 2419 Talbot Crest Dr. S.,Renton, WA Ms. Jackson has lived in
her Talbot Crest home for 17 years. In the early a.m. hours it is really bad and
now with this project, she will have to listen to it all night. Airplanes have
recently been flying over her home in the evenings as well. Her double pane
windows do not help the noise. There are no current studies for nighttime noise
levels, and last year when work was being done on SR-167 Ms. Jackson offered
her home for a study. She left her name and address w/WSDOT and has never
been contacted. For the record,Ms. Jackson requested that she be notified when
grinding will be occurring near her home. Her home is at a 500 foot elevation and
noise is carried upwards into the residences which greatly impacts the noise level.
She would like the Board to consider this when reading the submitted Petition.
Bruce Farrar, WSDOT gave a rebuttal to the requirement for a technical noise
report for this project. The type of report as referenced in the submitted Petition
this evening, is for a Type 1 project,which increases highway capacity. Traffic
noise increases resulting from completion of a Type 1 project. Mitigation is
usually a noise barrier. This project is not a Type 1 project and is categorically
exempt from SEPA, WAC and Federal regulations.
Ali Amiri,WSDOT, commented that the WSDOT Traffic Engineering Division
recommended that operationally,the work should be done during nighttime hours.
The cost would triple and a massive detour plan through the City of Renton,was
not a workable resolution.
John McCreery, WSDOT,stated it would take 4-5 nights to do 2 nights of work,
and that extensive modifications must be made to move traffic over. It is much
more economical to do it all at once.
l !
Board of Public Works Minutes
March 2,2000
Page 7
Bill Weise, Holiday Inn Select, took exception to WSDOT inferring nighttime
work was a"no brainer". He feels it shows a lack of concern for businesses and
residents of the City of Renton.
David Jackson, 2419 Talbot Crest Drive S., Renton WA also took exception to the
comment"no brainer", and feels WSDOT is displaying arrogance in suggesting
their lack of analyses is now our problem. The issue should be what is the best
resolution for the City of Renton, its businesses, and residents.
Chair Hanson closed the public meeting at 8:50 p.m.
MOVED BY CHRISTENSEN, SECONDED BY MECKLING to approve the
request as submitted by the applicant to include Mitigation Measures A-H,
(attached as Exhibit 2). An additional measure shall be imposed as
"Mitigation Measure I"which will read as follows:
Applicant shall be required to give ten (10) days prior notification to
two individual groups: 1) the Holiday Inn Select; and 2) the Talbot
Crest and Shattuck residential neighborhoods. FURTHER,that the
night work within the area of the Holiday Inn Select be limited to a
maximum of no more than (6) nights; the portion of the work through
the freeway section be limited to a maximum of four(4) nights.
MOTION CARRIED with Jim Gray voting nay.
3. ADJOURNMENT: The meeting was adjourned at 8:51 p.m.
EXHIBIT 1
VARIANCE TO NOISE ORDINANCE
Mitigation Measures
A) A W.S.D.O.T. person well versed in noise mitigation measures will conduct a training session
with project inspector and contractor personnel. This session will include the requirements of
the variance,construction equipment involved, ways to keep the noise to a minimum, and
consequences of failure to comply with the variance. WSDOT will submit a confirmation
document to the City, noting all personnel and inspectors who will attend this training. In
addition to providing the training, WSDOT shall grant the necessary authorization to have an
acoustics expert/inspector on-site at all times to ensure immediate enforcement actions of all
mitigation measures.
B) All required back up alarms to be used at night will be the least obtrusive OSHA approved
ambient sensitive type.
C) All truck beds used in the removal of debris will be lined with rubber to reduce noise impact.
D) With regard to material removed or placed during grinding operations,any material spilled on
the roadway surface shall be removed by sweeping. No scraping type equipment shall be
used.
E) Stationary equipment such as light plants,generators,etc., shall be shielded from the
residential areas. The required equipment shields will be fabricated,by the contractor(s),per
specifications(included in the project plans).
F) Weekly reports shall be submitted by WSDOT to the City providing information on
complaints/problems/resolutions and indicating the number of accumulated nights used
through the duration of the project.
G) After two(2)substantiated continuing complaints are received and reviewed by staff,the
applicant may be required to accomplish testing in the bedrooms of affected residents. If
tests are above the allowed dBA during construction,then applicant will be required to take
further mitigation measures such as, but not limited to, insulating the windows or providing
motel accommodations.
H) A 24-hour notification phone number shall be posted for residents to call in complaints or
voice concerns.
EXHIBIT 2
RECEIVED
PETITION TO THE CITY OF RENTON MAR 0 2 2000
BOARD OF PUBLIC WORKS
MARCH 2 2000 CITY OF RENTON
PUBLIC WORKS ADMIN.
OPPOSITION TO SPECIFIC NOISE-PRODUCING ACTIVITIES
WSDOT SR 167 PAVEMENT OVERLAY CONSTRUCTION
PROJECT
WHEREAS,THE PROPOSED CONSTRUCTION PAVEMENT OVERLAY
PROJECT IS LOCATED IN THE NORTH BOUND LANES OF STATE ROUTE 167
(VALLEY FREEWAY);
WHEREAS,THE PROJECT WORK IS TO BE CONDUCTED DURING THE
SUMMER MONTHS OF 2000,WHILE RESIDENTS ARE SLEEPING WITH
WINDOWS OPEN AS REQUIRED DURING WARM WEATHER, AND DURING
NIGHT HOURS FROM 10PM TO 7AM,AND 10 PM TO 9AM ON WEEKENDS;
WHEREAS,THE WORK WILL BE CONDUCTED ADJACENT TO RESIDENTIAL
NEIGHBORHOODS LOCATED DIRECTLY EAST OF THE WORK AREA;
WHEREAS,THE WORK WILL GENERATE NOISE LEVELS, PARTICULARY
DURING THE PAVEMENT GRINDING PHASE OF THE WORK, IN EXCESS OF
THE AMBIENT NOISE GENERATED BY TRAFFIC ALONG SR 167 AND WILL
CREATE A DISTUBANCE THAT WILL CAUSE HARDSHIP AND DISCOMFORT
FOR THE CITY OF RENTON RESIDENTS ADJACENT TO THE WORK AREA;
WHEREAS,THE STATE OF WASHINGTON DOT HAS NOT PREPARED A
TECHNICAL NOISE REPORT, WHILE ON PREVIOUS PROJECTS (WSDOT
XL0647 2/92, AND OL3478 4/99)NOISE REPORTS WERE SUBMITTED TO THE
CITY OF RENTON FOR SUPPORT IN NOISE VARIANCE REQUESTS;
WHEREAS, THE UNDERSIGNED CITY OF RENTON RESIDENTS,LOCATED
ADJACENT TO SR 167, REQUEST THAT THE BOARD OF PUBLIC WORKS
REQUIRE THE WASHINGTON STATE DOT PREPARE A FORMAL TECHNICAL
NOISE REPPORT, AND THAT MITIGATION MEASURES REFERENCED IN THE
12/2/99 LETTER FROM WSDOT TO JANA HANSON,BOARD OF PUBLIC
WORKS DIRECTOR, BE REQUIRED IN CONJUNCTION WITH THE WORK
ALONG SR 167;
WHEREAS,IN ADDITION TO THE MITIGATION MEASURES REQUESTED
ABOVE, WE REQUEST THAT WORK PERFORMED WITH PAVEMENT
GRINDERS,AND VIBRATING ROLLER MACHINES BE CONDUCTED ONLY
DURING HOURS BETWEEN 9AM AND 10PM ON WEEKDAYS; NO WEEKEND
WORK; BETWEEN MILEPOST 25.00 AND THE SR167 AND I-405 EXCHANGE;
t
.
f
THEREFORE,BE IT RESOLVED:
THAT, ON BEHALF OF THE RESIDENTS OF THE CITY OF RENTON LOCATED
ADJACENT TO AND EAST OF SR167, WE THE UNDERSIGNED,PETITION THE
CITY OF RENTON PUBLIC WORKS BOARD TO PROVIDE MITIGATION
MEASURES, AS REQUESTED OR REFERRED TO HEREIN, TO MINIMIZE THE
ADVERSE NOISE IMPACT OF THE WORK PROPOSED BY THE STATE OF
WASHINGTON DOT, ON OUR HOME ENVIRONMENTS.
Name: --&k,"-T A--‘)IT.J/-
Address: 3-4.I/7 (- C f& (- Pr, S .. L .4_45
Name: l.i - I
Address: `f L3 r ./s-t-- - . ' c-�� _ _
Name: �I .�... .4 i .' . . / ...
Address: .!c.�i _ �� �1 •
Name: CI-Vi $ 5 RV vtt f/?S
Address: 7_ 3 7 Pic)two c C i? DR • S
Name: ChflWe/del-SO/7
Address: a��5.4q."
i�f A I t7 t t-t'51 t9/. S ,
Name: 6-a fx / / �r�//A/145
Address: 25 2.- --Thlbo-- ell--&5-4- b A 50
Name: V / " /1( 4..h ///041'
Address: Z.7 5 Z -774/ho 7Z-- e1 & - - DX' 50,
Name: \<' ln\ cii91 MS A
Address: 3'-1 da 1i-4 bot CIZOT ( L 5 „
Name: f iUi . U) 1 f(J47]/L�
Address: 2. 0 3 -a q gdr c -6 r p -
Name: 0& l Y • 0
Address: 25t 0 - i k lam' S
Name: 'A' t
Address: 25:►' TRC.Z-ir-ttec-ST PIZ . S
Name: ��
Address: S p� ulZ erect , S-
.
THEREFORE,BE IT RESOLVED:
THAT, ON BEHALF OF THE RESIDENTS OF THE CITY OF RENTON LOCATED
ADJACENT TO AND EAST OF SR167, WE THE UNDERSIGNED,PETITION THE
CITY OF RENTON PUBLIC WORKS BOARD TO PROVIDE MITIGATION
MEASURES, AS REQUESTED OR REFERRED TO HEREIN, TO MINIMIZE THE
ADVERSE NOISE IMPACT OF THE WORK PROPOSED BY THE STATE OF
WASH► TON DOT, ON OUR HOME ENVIRONMENTS.
4v//
Nam:- /„e„
, milli/
Addr-ss: ` ett 0.5 1-7-4-46e) C 'e t A 4
Nam-• ili✓t.ckc�
Address: 7 ii o %7 - , g-0 ,
Name: 0/44-117/01
Address: 25X7 .f.dot ( re,s-t t.. s .
Name:
Address: IS.27 6 T L yZ.e a r 5
Name: 1AAi P. E eic
Address: ac,/// a..( -f $ Df. So •
J
Name: re r �
Address: 4' i . s
Address: _ G._ &se.
Name: /eilutAw
Address: 2,..s/5- -rAu3OT C [vz_ S .
Name:
Address:
Name:
Address:
Name:
Address:
Name:
Address:
Marilyn Petersen_-Re:hwy,_176repaving rc _ mm __- Page 1
From: Marilyn Petersen
To: Janziqueen@aol.com
Subject: Re: hwy. 167 repaving
Dear Ms. Hickling:
This will acknowledge receipt of your e-mail regarding the proposed WSDOT project on 1-167. Following
the public hearing held by the Board of Public Works to consider a noise variance application from
WSDOT, and the Board's subsequent decision to approve the variance with conditions, two appeals have
been filed with the City Council regarding this matter. If you would provide your mailing address, I will
place you on the parties of record list and you will be notified of all Council Planning and Development
Committee meetings to consider the appeal.
• Thank you,
Marilyn Petersen
City Clerk/Cable Manager
430-6502
>>> <Janziqueen@aol.com> 03/15/00 07:09PM >>>
I live on Talbot Hill and there is enough noise from the freeway as it is
without allowing workers out in the middle of the night. I need my sleep.
All my nieghbors need our sleep. We will all be very crabby and irritable
without our sleep. Let the commuters get up an hour early because of the
traffic. What should be the city of Renton's priority? Commuters, from other
cities, sitting in traffic for awhile or voters &taxpayers from Renton
losing night after night of sleep?
Let the work be done in the day.
Thanks
Jan Hickling
Renton resident and voter
/9i , s.
72te 980 5S
4111116.
WimWashington State Northwest Region
Department of Transportation
Sid Morrison
Secretary of Transportation DEVELOPMENT SERVICES
CITY OF RENTON
FEB 17 2000
February 10, 2000 RECEIVED
Jana Hanson
Board of Public Works Director
City of Renton
Renton City Hall - 5th Floor
1055 South Grady Way
Renton, WA 98055
Re: OL 3704
SR 167, I-405 Vic. to SR 900 Couplet ACP Overlay
Dear Ms. Hanson:
Pursuant to the city of Renton request, regarding our noise variance application and the
scheduled public meeting of Thursday March 2, 2000, at 7:00 PM: It is the Washington
State Department of Transportation's (WSDOT) responsibility at least ten days before
such a meeting to provide written notification of the public meeting to any resident,
property owner, or business that will experience an increase in noise, or potentially have
an increase in noise, such that this variance will increase the quantity of noise received by
the property owner, resident, or business. I hereby state that on February 10, 2000, copies
of the attached notice were mailed to all residences located within 800 feet of the work
area. A copy of the mailing labels, obtained from the King County Department of
Assessments, is enclosed.
``���tu t i u Upi
��� RoA. vA ,"/
14
Sincerely, / cts%•,•1410M .+pA.',��
• d►OTA/ty
• :
BRUCE P. FARRAR135.
d▪ \ire►� �?USI o`
Air Quality and Special Studies ii ./ 4 '���.�
Program Manager ',,fO4 WASN,#
BPF/jch
Attachments
cc: file
G.L. McKee MS 136
Joe Scanlon MS 51
Ak'JSP' rOf/AJ
S2 /G 7 h9 V £4/s153 6ke4D;r
rf ° fe W/Na D Z ilk# .J/e%
P4virv6- 0/0,E/2%77O VS
S MisP.w ,f _SAM _a/PP
ST. 4 0a5777�12 OA.5fl.' fl€ .
Covt2 Tvig : 5Ebr L ' •
/19477-"Z 12-2.2 5- ,O a
•/0:/(PM P' z 2 LANE Q Lir 4V47..
®. v
�zd Chi 7gd ezi- e.sv' 175--c144
C 21(-4T 111NE 5/3,) iJy5TC"/Z DQL 02ivA1 ST L
r6 . 7`0N 9idgie ck, C ,e' esvF i B/r`
0 ( ger/4 r IAIJ s6) EAeet-n- 6 NE- 215-/3
4SP1//kI P 1/ fes 9 Z ol8A e 12 l/7": ¶O d cA, -S e 5I?fr
Cgibm- LAIA- see ) py,v, 1243-c cc- o 7/ 973.
JZ, '/ (2iLt-e12 (w'au M sr -c)
•
(AV /QZ044- G X14 dig L5o ` id13„9
0 (416-iir [/3lve sa) .7-0Ulr-E2scz R4go ,'0//0
• 7 ii3/.� 1)RGUM 51Z-4-z_ vae.
//p/ vU/tE, 97,44,4_ @ 4I ' - 29A-E3--(2•1 "1 (M
i• ' ' , 12 ' Al/b-/-ir- A/0/.4 Ma0/1/17-0/2//14- c.L-7- qZ._ 2,
94-
.. .
•
-.5e7/9-z,7" RI/M/ 4/01.5,4-- 4-5 ./174-1,3-teite2, 1/A-P_IitAle_ Okt),
0 e.. g ‘b-r/VeZ to :
7357--i9g 1
P/W-4170^45 TO - ba-difil .=--- 66416,9 • 15-cai-
---.,-. • - - - .. 0/1..L4-6:
_,....
• N./at
. . . . • .
r ' 62o
..„... --- • , 0
,941-177,0A/ 4- T?v/r73.. 4-5. /W-.96a& -i, - RA. 12°
..-K_•-'..6 -
s--isto'' " s t-pa r-ii • OF 24i:1-1-k U -• x /1/6- •04-F-Arr) •, 1R1 //f4
• . 7-7&-- Pc,LLOGO/Alfr- 44,6.41. 2&"./flEivi3 /htF" Mr- Pitt-- . ' - • •:
• • Of= 171 lv1-0/1) V Ale IA-Nce- Y-- iiv &----#26- 44..4oe'
/is pv.poim-kf77e1-4 .5.4-.4ifi4.4=-4. •
11 oppi •CM DWArr. ' -eciv s rial- o01 to.) #8 :LI flizaeic- tiplE- •
• &Ain-4 1-8 -toNC-/2/ 1'J e Ai.6 ‘ 4/./f.014-. ,...T, oma, '.0t 1-o tr--t4 1r8 -a17 rertutc te, .
•
•
9 /3/1-ck titp 4-14Itivi 0,. 70 F f- d6A- e so ' • ,
fla-.0v09.; /Di . .1F.-41 ": 9y1441- e so '
11:2n fin
. . ,
ilg . fika- LOG- 5(7_0 :=-• Msroticeve- -#1-7TZAIU4-17Q/V- .-
tee- SU8r24-crEv. -.. -10/11. .. 1/4-214(vce- . . .. ' .. ' . . • . . .
st901 Cvs--do4)
vAra_liwc.e.- LE-1,4z e Rz-c_E--tveitz
427---- 0rmice- ptor,-, /2 E1 vle- ri,
&van/4 S, r—
co . •
4-M11..44.11',.'"riralli;',41:?%';''i'•
- W- 1,0,7,1f.,i I i •..•... ."" "... I .„,,I. -• . -plith„...7,111126111,111_,T4101.1
•
. •••• • vu.,
- - ---t-`.4•‘' '11.WAIR
. • ,. l'''.' t.•-VA A.:,...7,...-;4:.1.4,7-4,4$'::.3".133`;'"3:/;r1n.:35.4413.3e.." ;4'; ' '''...3:-. -.•.••• . .;-
"' 1.‘" 6 n1 '. ..v,'‘4,,...-...,,,..,......- ,,-• ,.....a.i'..,.. NW,.''`"" 'C., .A44,,tq ..-•,`'•• I ',..-1.
".7. 'I( ..." k.'•f• +- i - % •‘,..6 •'
f -:L ,... ..??..i ,..,r.‘1•,1.. .A..#4.. • .."•-•z,*:7,,r-wo,•..--.4.1.0 ,.....,„. 4.'`,:•44); ••er,',u. ,l,' ," ..,;'' ' ''.!. 4V-.1i..'•','*.•1 . '• ,i f I ', 44.,...; -... ,' rni • :.'il,.. Abc-3A1C.;.•,! iv it'44061k.4 • -
, s,' ''.)''. i?4:-.•:,?,`rIt',,Vittrit.f.tZ,i,,,A717,446-,,, t7^,1.'f'.-%0:14.4* ‘4;6111.4 .41tr 3%'3-3,..4,1 'r••'''r 4•'' -•:". .' '•• 'AP': 1. V f3••.'1--' 4':'‘ ... j-4''''. .L., 4;.,PaP7r.i.`...., ••'-.4)`'-; -'
.„ its.7,. •-,t'li0.:.'.,' Nz. ii-,743e,es-airSz23‘...,n5tvi- -''''- .4 ''fr •4',..,......'•••*'''-:• ' •f.4,1_ .. '':.4'd t.i 1 34' .. ti ; '.4 .9'''..,..''' ' ''. " • "- ' , -,..33-3 '?'
•Atv.:-1
3,!•3',:*& .7"..P.-4,1
. • '.1.1,,-4.-..- '' •••-‘• --.--.2 .M.'..... , 'r, 4:Atf,....,%*--.7.v,4-•,„•!,.•.:1 -,-,1 /0 ••• NI. .i•4';:%: ;,-,..", 6.;" •- .,, • , illiiiifki'. • .•".!:',. -f:Ii14..... •Al'
1,4,....i,.....,..,.
. --i---4.).1:71:4',,,-, -5.§1T-4.474.5iFM-kiA,--;i...k:W1-54."::5 6 IV ;,..i,,Ar4,1&:-.,,•-•'''.'.*,- 41 :1 ..'"'.1,,k •.' '^'t.'7,'::*-...--"T ---- •• '' " - , . ,4f.,•,42-.4,5, ...,`,..-F-,-:". “... .:'
,,,,,,,,°Fkr 114,f4.'"*.t .;:...:44:A.-'ir.,,•viwt:(1,.1.441,V,?'-i y, '•••14,1'.„.-PIAAV'',ii.,-,0;.vot.C''..,.1. .'s'it ..en'•,-,' ./g. 4 '1 .. ,-; 'liti 4,... •--7.;,:-...,,,,,,. 46',,.,...T‘i' :le• ••'•••-ht.....,•-•4,4,r ..L.
t.:•-c..",., .:0- e•',. , ,•41,Nsik.••'4v. r.4,.•..T.,,f.. i I',,9,.4.1.44*.:.i....t.11,-,erilit•li -c•-•• - --•;,/' ,0 1 1 ' • • 411,11.,„„„4, , •' It'A:cf,.1§,. .?6;,"'•,4....?'7W-'7. -•VS_
' Ll•-•-,..,,, iv: 4.41,.._,p,*....-,4„....4-..-.......1„,..I.,:ro...,..A.,-,,...,,....,..,„k,...„,5. ...-., • te$:...',....zet,,;'or Jo, ".4,,,,,,,; ,,3:,. .4...-..z.,....,.;.....
•,:!3 '- ft')-,t•N,..1'4;VI'?; ',..M.',/i'',...74' ocat -4.'1... 1.'
. A'...0.•ti.e.41#,Ii-Xr "4.1"-Afil-;',,..'"",4,7"' n' --',..-51 ,,,.`Ma.fi• '''.,-,,i'i-`.." •:.-..."'.'''.:,74 ',.....-..f.-..;4:;-:.:":fr-•.-A....Yr 1 fVZ./ . .. ,., ,,.. ,..„-../.4,_.46.1...,,,.;;•: ::,, ;., 0.,,,,,t,.:;,,,,40 :2f3,'-. .
.'' ','3'63.3,I NI:-„,..• ,• `343••••) 33'..a.;3‘....1-44,13:31 3•#".141 ..,',*'-'-'3' ,,.• z.23'.-..'3,:':'''''' „•-•.';,41,*i..I!s I . '.‘If `/.4 i,--.„..f..0..;;1' . .... '' 1., ,.,:...7' ''•%4!('Y,litt.,Z'':* ''''2 Pie:" ..°,,
'",'.i:VI.', ", ki•. ,, 4.'tits,. '' . •"....:-. • • ...•••---.....1..''''''*77'
.4;,.. •
•r .1:1P.' •111'1'•.r...:...4**1. •':",.,-•,77.7:7•'•VI. •';'••••'•''.''.i..',... .t;•.. . .....4wilIROA,. . . 117 1,, .4.,..\.,:f I),1 t...\‘ .....,„.,. , (...!,41,,. , . -,,4„,,,:ti?,.` , ,,,:.",,r...,>.;;n?. '.. . 1 i+v•,, ..:
1....,'.:,:`,.1.i..., -r.,;-..--5.:*.;:'•;•,'-1......27,v,"..:-.'...--:,3::•,,,,,7,.1.'"'..' . , r. o„,.....1\:.... .4.i+++1,. +...‘1,16 r t,ti' '+.1....,+•:,,;`,,•+:... ;'../ 1. II'''''•, ,a, ,,; .
s',4‘P•nli r
.-7•3".V."3,7.•T'L.i-,;;;-::•'......-.4•":',''''''-•-;•••-: .•'' -;....), ;;‘'.41.1:, ,,,i t,.,-$ a.,J .. ',': .v.•••.• ,..;44,,.6,1,.••. ..... . ,• r. ; ..., , iis.4., i..•,.,-,..., r.6,1.- ; ,,i,j,.Xi fi
_,....''',....):'.'.'.4,.', ', !,.;...',11,4,ir::lk' "."4 ':.' 3.„1. ''.. 'i .4,,-) '11,, '0 , .'-'. 1. :. -4,,X ‘'.'s -t. • -4,.... . .... . - , -,• '4,-'• ,.....4/ ' . • ,....
•I‘i•l.•;..*:}I;
In 'e,',):141''' .' ''''1.. : ,L' :t:li.ig ' •':;.:".\•, '...i.1114'•,1‘71 .. ....*" 1.•^. ..!A:i'1.:7• 1 "V'rt .::',4:,,,''iti?J•7: .g:.....?' ,;:',74Y ' t!!!!!'l j..7/7. '..'..1....,'''''1-..-°:.,',/,'''.5.:•:.'',i41.4.k.--1., , -
;1•-i'-';44:,
,1;.,11 if. . 141,,..,,& -.i`k ,,v.es-•::. ;,:«47tikrri'-!..... .,•r". i'l ..nzl',...1.,),'2k,'..:1 ;..,' •'•;k,,liN,'',' .."'s,:i -'. ••• :';.i'-:':-.-..." -', et•'-11.- ;:i•'(•, ;;;.',/illei,'.r!'' ..,. ''
(,"1 ;.;„ .,,,,,,,,T 1...i..''' ' ' ..1.•/:-=riipl'::;. - t,.1•-',4'I,r''''':',2;'7. t i., 4:',11...t.1.-' .,.,,411.,...,,,r.,••.: •:„ .-=-•'--,.,..1', ' '.4- -A','','• ','• ••• :%.% • vv:•45,...,...
..•.,
,;,--•- ' •i•,. . /TR,V.-1 . '.4_••;',„j1 '3.; '4i 7;.•-,:•.' IT. ii;,1•1,1,1. 4.1 ILI ..rX.gi;i, .....". ..:-.-*•-•,...•;,:;-'''•,A.",-,' i- ",,... p. .,. .......,.,.ffp,•,•. ..i.,... - A IF'•• -`••.::`:;,:-.'
fik':7-4 '':zi . 4... . 1: -r: 44 Va,k,`$,)',' 1'3.- - , q',,e.......,..•' 1,,, • i.-,. ! .i...:4k •k... ,..1 ...,..,,•,...:,.1,:•.:, -...‘ ,,..-,•.: ... • .. ,,..•t,-• .:.,. . •.:,„„-.,.- 2,,..p.,,,,4-,,..:::., ',..
,...7.,... .4 .--', V% - eFS.- '''O.•...4:;>10,)",.';''t•tiesAk 1-i'il''' ,f: •,!. .,',:•-•••••••.;I: ,,,''`Pi:-/:11 ---...„v1.1,.,;;,',..A,l'..i.' lirki: - '-',.‘ • 7‘....""..... fit.:',''-'•i.,i-if ----7.. --...''''';'1,..,511; '.... 'r. 1\l'i'Ti':.
1.
i • -1,...-...a.•-,..-44,. .,,,,..
. ''''-%'`. '''''''''''''' '''''..::..f, ', . . '"*I" PH.... ..::.‘:',..: j:i.i'"A:!.-:::.....,i-":"1",.:,:;;.4...•;:1,'".:;ii;I r,: 1,7.vill'..,', 11*, ''s-:;,,i--'' .2---' --- :11116'''''''."." - '''''"' ''''r'4.. '"...'
'' - ''''!.. ill •,fi'1.k.-lt,le -•.?g.:-. , '''i-''''. ' ' .' -: .4-;•"%rti,''',',.31';;;/,:)5.;:i' '',,.:3"' :11.1'..,4-:t--1,,-..1.i:tiN :r:v.,;.-^447., '. ;74,';,::":Ft ./:.'..)i..;::!i. i •vW i:'- *
,..,-,,. ,f',;: .:.v ..-..'.w,-,,,•,..2 , -v ;•.:.-•,1 ),• ,- ,f0 ,,, .,/.,.... ,-.......- L.- ...1- • . ,' , • • ,ril ,i.,t• • Yi , - —- -• ,• .,-• •`1.-=V
.- •,,,.•z . . ' nt '- ,• ; .•4,41zii.‘.?--.ai Its-11.!?•,,.-2.,-fr . '•••‘;(-v.':,,....y. i'' .4 ot--4,- .•--#-c------!.••' •<.• ,,'....•••..,',.%,'''?" ••-
...1 1,,t. ...- ..-. 0.",7.• ,,:t.,,,,,*•••• ...,...,.:-:-••, ,,i•, •-.-s- - .... -1,•••,.14, ...,.,,,,,,....,,, •;•.. ,iy. •1, , • 4,, . ....11,, ' .'.-'7( •
. ,. •rr .•- , •X, ..'.a...ti 1... ‘• ' f-,. ' -4;•3 .•,..,5.1, ... ,., , .1.7,1,,,,,Q ,.. , ,3!;•ii:: _f?...,; -.... t.),.;• .., . - a;..,1,-,:,... ,,:,,y;_:;,.,,.,,.:„...:::.,:',.,,,,.
.... If: .g_,...._..,.,...,,,,,,,,R....,,.,,, ,. .,:- . -,,, „ !..• .,..--,0;,,,.,,;i.....4:,.• .. .4,.,:,i 11'' 'i,''.,.....r • '-.14'4 1••v. •• . - tzkrairt.:at.,,,' • ..... - ..,-:--=-- •
. ".: •• :•.,:"..• ....-.,,,,,-:.(11.14,,, ‘,„ .r."... .r'•. '. - ,,,'maw.- ' , 1,. A /....04-....T.•,. . , . !:.,1.. •1.;.t. '° ,gr'„ ,.7.•,v • ,.! • -,,..• . • - -,...--,..sue.- 777, • '
'.'• ..4r:• " ''.';-4 -,9'''' '''''17:: ;'t .4.1t. ' ' : . - ••"" :I a: •••'''''-•;-•' • !..f•-.•• ...P.' li'•• 'Fill:.'ai.,1a•''-- ' --;•-• ' -'-''' ''.-,.,•-',- -1:: •t-.J.:-AK,,t•v,o--,,,..•• t--',. „ ,,,,,
. :. ..,,,,,,.,..,.•4,... " .'•••,_i.,,,,7.'"'.,........:.,..._.5_,..•_•,,•;,,,,,tri6"''•.1-„,:t.,,.. . •• • " .1,.64' 41,-,,.f',,.4 7,71,'.,;,,..,.,;:,•)W4..'i )7: i.tte;f4's ,.,,,_:1 'f•'-.... ::•-:'"•,,v,,t,"7,'''''''''13?1,400P%aiiii?'4'i'...,,,•0a'..•..... ,..'•? ...104.•••,-„.1,,,,
-- -:-.1=r-• .."! 1.-,..p....01k.V%•.„.•,...t,....,,;41:-.:.•:"'',' „,-,ff q k. it::. o'.,..-6-- :t1"0"•:'''•
1•••••-;•, •..
';.•'-f„...foi.'41,:,;-11-• .k.r5-..".-I.,•--..:. 4,4't.r.•.. ,. ,,,L...:.7..,t4
'''.. '.'%,A . ,,, 4z.4.•46.•.1,e1•0.tit,..'W4, ...‘'-t.".y, 3. /4 c'".!''''•' ' 1,7,..7•:-4r•,,:-.,i4.,.,4i'.t.:x.',F.f54.,''_''„.-.'.:.•_.-._...f,•,i':"-a::..-'...-'.,..'..:..4e...7:.4-.47-...3'5'..-,'7•2',r''e..zV3..;..i,....-.',z;-,.'--!.--1-'-1'-''-''''.'',',--.i.'-r,-;_;,-,_•••..,.C--..k,-,-„r.--.-..,.--n:._---i7,. _,...e.,.0.-.•>..1-?..,.4n1,-a.1-.4a#t•74i1,..kl1/2g.,i.-.''.•1:•.'4.'0'-9'-''14 1...--0,;-..5:,,..,..,.:....:;i.......•',,,...f,,.1„t, I,AA5r,„-..4..,,--,.
4-•
••
, :, ••,,, • .. ‘.4. ‘,.4,'4.,,s,P,li R •:•..,.,, ' ' .,,.,....v.-4.1,1,,,,,z--,••• ,,=-'7"-",--, • ...,•,,, .:,i 4, ...;,,,,A.r.„•,,,,„, ?). it, . tt.r„„. ,,,,,•.'•,,. ...1-{•, ,i•N• •-•: , e,d- •L .,,. 1-..c.,k,
•., •..,...! ki.c., ';IT itilit'41 '.--— ' A,.. ,•-•.z.:,0,••---,----.•••-4L.:7--- -1-•-- • • b i 1 .s. -a L-,••ftv...p- ''''.$ • r.. liZgi-,,,,,r1C '--.13,...r.'• .,,'.,411!;', !, .4`” 4-..".,E-","'
1`f I I a.Fr,r71',.;.i..',., ;;Ur• . . .,,L4A it....,.-4.-41 A likuirj • 111;..4..,,..1t, 1,1.4.•.,,:', ,4,••:•':. ‘5.,
•'''''1..s:'‘...---:::;‘,11,-,%•• •••:::‘.:,.-.4-ts'..,ii,....i.. ..;:7;Th--, .....A.P ,k,•;',...flk,•"•'',T13,.' 1: tli • ? 1 i ,..:4:,..,` ...-41'•.fli.•' 1 ti , •''. - •". 'if.f.,1.-1,fAgit,r irx.t;i4,7••• -.??:1•41.7-'-...-..rr""
0
2'.'T'. *'"'''''.. tL4'.:..t.'-.4vitt s . .,,,, ,.*•,.„-•--, .i....!A,... ,?. ,k. 1 i••,r L'i-:., J'r ;3:'. -I,3`t-'')- -:.;; „ -c,•••'-• i••,- 34,''''',t'",i-•••71343...1,;•'''''''itl,le----..4 ,:4-(:4;,..!:-„*.„,.
•'-'-'-.;,,,E:',...-'":-'-' --'-r.4, 1..........r, ,,,,-F„,„, y, ,i. ,
' f';'-•,. . -tot_ : •; I,.1 4', -‘,Z,,,,W11.Yr r',,.i',„.;''',itt''',4r',./ - ," S: ..- ,:. 41'r •i- rifti' l* I.,-, :;*,,,.
,-;..,..;,--;"`',4 ..,..• r.. • .. ,-. lit. .. ....., -"icti.....fifkA:',. ..-. . `A. •';':-. •-..... .,,,:, " -, 4.1 ._,,!- -N.t.;,..:,,I,,t,..• .'21,..',,;',.,-...„,..; ..-• -,, •••• •''' z.z• -...••).-•..',. • •
•1,4•:, -
.f• ...iiifS, 'i ' 'r- ',.!-',:i:,i.W.},J;,-Slia.t..fil‘.'41,,n.t:,.. ., '...47'..''''
•,fI..1*.,iirk. , '4.i,1,.•..'e• .4.V.,'ii.l'.1.-.. "l'iPi:Vrj . •:-•' '•'. ....;?.,''' ' ''-..,' , 1%..,', ,...'.' >F{:.:7.-1.•11,•'•-•';'• 14.
- .::'4°'
•"CI-'-. ' ••:' 7•'‘,.t•i'l.'.. ..,iel,"'ILY" V LO,••••,.'' •?.,,,_i iki.,714041i.",:it V- ,'..,' ,::3'...•1.Y4,.,.? ' i f; ''. -,'11'A'-4 ...•:,•:•11.0..1••;4•'7,. ..,•:-..r:', •‘''"•1.,••,.. i•• '' .4.• .-.•' ,-Ci•;.,,i‘10't "dIAT.74 -
;''''.ifi7i1,t,t.
• • :A;; '... r'.4.1S'•4 _1 ...L'1;.: LZ,,:4'2'.'411' '''.f*...t•,:' ......Vehtt::.''.&S.r4ZC):V,,•••S:.• .:'-..`tit'it.&' -'1':1:;'It'..--',a. ...?--,...-. ,_,t-. ,.-ii.:,..';14.3.1-74•,::', -, ,.1.40 .,!..-:3' '-)-'.tcil‘'.4 ‘.17PY,rif
- ' • ..';'--.'-'-'-' --'-.!--'-'7'..'''. -'-Ii??;':if'14-:'''''''''411 -.* .7.4./.1"t4.,k.,,4:(e0-...'"'...'1.-:''4.41.6. '.4,: -I-,'?,k.'t- 75 / .` zi..;-- -5,-•'2.'''• 1'''''"'..,''';' ..• ''' '-i,-.,i'.• -;.- '14,',..4..:-'-'f;. _ . .1
f.:1-'2.,,':.,'",";,*..:,?:.r;f,;;;.,..' ,'-ig..- -.;-..,.*;•.,,,i-,.1.,.:..e.24,..2„4....„1-.!,;..:,e...y.„,...14,..,*;,...,-..„,:v..--Nk.4,,, 'L.:4;r -, 5.-,..:• :.1,i,..,3x; ...7.„,„:',r;....,,,r. . ..,4,..:•.:,., :,...,....:4::-....„..:.,. ..,e. ,...,,.,1,:;:. ,-...!,.1.-!..,;10:..-- .
t ; ...,,.*, ,,,••.. , ?:.,.{,r, -4- 43 r.f.. •I/ 3-4• ..... • 4•k•-• gr4,,,.1, -,. •-• , II ...;v....- ;: .-..,,,46',.."..21 ',.. , .) •..- At • ri, -
,• ..,1-1,-N•:-.--Ii.,-..•.p.-Ikt071-•;;;• ::.4 „/•,4?,•.-...,,J.• ,c--•-•,#.• ..4•46,-•,:,•, os• ... , ;1.:••,..1a,••• .lrila a ,'"' /' .rr.Z.,1;:e4:‘'' ., ' • '''',f'4` ' .' :..---.4:..'''..'• '^1
1;,f;,,,C..1,.10,1•1 ,•:2.;.•t.,,:,,,``=,..7,•,,,,,,,i..,;?,,k,,... ...••ig.1;;.;.,f.3,'."'...7...10:),,ii" ,o...!: ..,,,^3,,f, ••••• '. 4::!.•ii,.., ,,e,,, ,- v -,..; .4-,1•11,....- .',..,, ,... '4 I."...V.,le a: '••..,( .. _,_ ,,..„0-.1-74•,..-2 ,,,-...11, • • .
4
, .
.„.„,,,.„......_,.. .....,,,._,.....,,.„ ...........:::.,.. :.i.,:.,_...,, ,, ,.., .,. . .. ..,,,,,....:;.,14,..,......
,i.,,• !,. it 1,..1,,,,.,,,,/,'.:1-7.'t,e0. . 43.;,,,,...I:'',1:=1.f..44,5. ,.. i.56:-....?(..,;,),•.,c;•1
oc.r.„;•;.- -.1-,7,,K-.....: .-,.:,, ,..-:•-,Ji.s.•,„. •,,..'0.,,i'; 3.'',.. ,,?-,..,, i r', '.'!‘ 1.1;,!'',. "." , 'I ft-4 ••••!;„...;.i.,•••;,,,?,;,,,,,i4{,••••••'•,,,,,,,,e.../,,,,i,;,. - .•,' ;133 t:i•-•-' ' ' '3 'V .31'
i... .:..,•-ii-;.33,''''.•;1 ,.„,,V. ,t31-'..,,. :-.',';.).,;.",./,.._,,,f3m, ; .,!,,,,',,,.;' ''
,.4,....1 ;.i..il...it./A:'' e It' I.i .. ...'4,...!'„. .i.V.,',,,,Z.,.::7;tth',7_',,i,...4,1,p1r.,'„ •,',c, , :il*T.,,,,...„ ...,. ,.
....-,••••
,..,,i-..;.:.4,i;-,,,,,•:,1,.i,.4.;,. ',,!.;,,:.,",,,',.it,:r_,...__'4-`,.,7,<-7,-,-.;7'.`-fi t','•Y' ' .. ..;,l'r,t.&*:,••;;;;;,....:,`::,; . 1".,,,. . 1 :',, ;• :.., —, ::,,d-a. ..S; •;;.:,,,,,,,,,ci•.,,,,,,•:.:,* .:..,,, , ,, 4.:44,,,,.. , - ,L,••,, )...
1,v •-'
P...'.4 ''.7,' .1.e''i' Va'''',..'4AZ*Cir,'1.-"'''''C',:'.1i.,:.• i'•I.," , .., ,...,...4.-'6`" sP'."1-e\-•''''',.„':7",...AW. . ' .')‘''t ,..'••••f•1`.. ,' -• j '..!.V... .• ''''...-•*'' '' .';'';,-,--, "--''' ......,‘ --";' "''''xkl.r; '")r
. 4.Z17;" -', ' ',1.41.3*i;.4„•'-k''',:k.....";,•--"'-::-4.'.'" .1%";• • ' ..,7..‘,,,;•••",".9.,64-. 'k;',.,V,;',3? •Ir' !''.1.I' ;''. ' ' '14.t.:;2: f.'''',4i4,142.-,,;:..iiO4,4'i.•''`.• . '-1' , "'r•r• .1. . 'if
-"
,s;P:4P'''' •• ''...,f.',24.,••:=1-1'3, '4•1: -'''-'''.,'...L., ,OA ,,, ir.gr...44'A,...,, lltli4;02%,,„,,,1,1'i;1....1 S.'/ , .."f- .,.' 5:(.14:1....‘,.;• 1,''.':') •,...,,. . ,,
fil.r.-1.--.!•,,C '!....,, . .•`1 5.5,'.."... S.,-* .....1'1%,'.0' p";i'. .1. "..''' 1.,ir ,'..,,,,,. ci 4 "a; ; ,,''..•../.
".,'.! 7q ' :.,,-,4`,...• i,',4-v‘t1;,:i,.-5$:14,,....7:,
•.:,•••••.1,., . .0.- , f + ,.. - ...> , f,1 ....1 6-• ,.. . .
. iLit'.''r•-. ',.r:vk '''...ie•-•-•4'$-'''.4"1,..•••,,'Z' ,;•'' .A5.-`4•"if. ,z,..,•;4‘,.,•&.•4 ,-.?, .: ;- 4 : ,•.•-•-;-....• ',1!.7'.• t':..f. 1''''' ''.. .''-.4,-,,-.?"-- .-De::4,nt, - -•.; •• :','''`'-. ''...'7',
.. , . .4— •e..,,.....r ••--, • .".'.4,,,,i..s ." ' • ' .'-‘,- • ... 0 . . ',2-K,• • AL' • LA,:''s
--, , '; .....:I,: 7:0s.,.,..,,,,.... ,,,,,,, ..• ,z-,..4,,- , . . t4.•.*- iv,. .•••‘_.• 1.., 1•.,• • .....-... , - -le'--'4. ,-_.,,,....%.- "e4et;' ''''''" S '' ,C1 •::-,:;.• ' -'..- •-.' ..r,-4.1
,v!e3..,, L' • .,,r,'1..' ,,i I ,_, -',g,--„g:.. ,'.J1...;.,:..'4,',...t,14.1 '""' ' .- .':..T.3.!
i .: ,,---,,t.-, ...i.I.,,,, ,431.4=4,,....-•-,•i'...4/.1..-' -'e..,,t;•$./' .
....,- .:. •iV •a-,, ' . '-,...:,.--,,• 1,., ..: • 7,f.Iit1/41,0
. _ ..1..i- ..,••:.: .r,g.4 - i ,r 3.-•'..,..... ,, ••, •4,tfr••,..,, , . .kV...4P':LI:. ::1';,'l'il•i•i7 • .1,,•;',$.7';,..e..,A,, (...,!.. 4i'...ari=r,ta. ''')..:,. ''" ,4 4•••• . ••• ... ..,..,,,..
• ,
, ..... • •,...„,,,.. ,,...v_,„,,,,,,,,„..,".7.,.,...„,..*:... ... .,,:e ,
,......4!..",,. _•. , , .-''',.:rt, .;:v .,,,..-.---•••x,,,...,:-..,....A . 1-- e,-.,,,..iat—-or,/:I: p . si-•• IF 4,16_.,5g,n- ,:_111.--\z••-. r„"-‘,. ,, ,k--.-7.'•lit.-- ••14, '-.,.v.,:•.- --;.:..;...;•
r__.0.0 1r .•„e• , ., •q,,r • • p...7‘ttl,....I.E7R,v,--.' '•... ..- : .s.. 14•;*t A."It. 4 Sr..2-7-:..7,199.` _
'''.',':-.•a,i. .-:...'.i.:-r,.., ..,..7,7,.,,'‘1-.i:,' !. ;,1,!.'4.,^.ci.L'Acir...,zz, 1 .
'.-..-.:.. .''...'
''',''''4E-;--...-. ...,:.. ,.. ,-.00'....., 4-"'PnilisdRAItir"'';;• 1 ----, .-,:::.;.- -;,-,e•licd•.-.14.4,.'-'' .-`' . ., ' •L...-'---.170-.,%,,*`--'1.' ' • .. ' '1'. A.4i4si' - ,.' • :'''' '''N g•,4‘17r6•46 !, ' ...i,
1.-C.1.(14Ti'la:t 7.'" 1;1'''''..z..''11••:-'''.'1 ,t4“,1•447-65' -15,:-..' 'J'Z'' .;•••;''.- 44....,:'"t*. ''''.,,. * 1.. '• irs'rr....;'Ti'..';`;.,'' t'P''' ' ''''':;.:. :'... •'' '' •'-' ...:. . •'i ti 1•;(,X ki.•'! — ‘, , '.;
. ,•,....!. :74..: ,..,•1.,,,... ,,.. ,...",4.,, ,..,''',44't17..Vv..'..I. k: •••,;tne-.!-...„: -•••=',...' •_..V. ..„' 411' •' - '' , n ,,i,:, ,ah.ii" ....:,„.-s:;,., 4-i. ,, : ,otoi,,,..1 .,I,,,,
.,..„,.-.,,..i.-,,,,,2•L,4 :-.,..-:, ,-.,,,,77,,,,,..,•,—`‘..,:44- .71-1; ,,,-.- 41,:`' • ." - ,. iv''f ••-•:--q.., ...'„....,,vr•v-,,,,v4--t-',.0.4..„,.,.., -1g, •;t,.,:...
., .. ,:.,'•., ,:.i..•-• ,.., 71,f• ..!t."..;,::44:.:OV•'-':Efailit. ,efifallge,,_4. .;•,.,;4 , '-7-4, ',,,s.„.„.'":, .' a'.:: ':,),F,,-;:,',ii4- i'''.ir " ''..,;." ,i..,'ea4k,.....A,-'•v.tfia..4i-tr.-7-?„.•r..r..:-.P.,,"',r,,„' ,,''' ' '„,:. i,'•.',
1.:".7.... , .,..e. .,.. ..c:.. /., /,...;,:-. .,...f---., .- .4..11:,,g, ',....rx,,,rz."-.'"1„r ,-4. ..;%.'1,.. 4.,. • ;,• I-..,.,;.-,,,,,,,,.:-,,,t.•:.,,, _,:,*,:4_,..ni.,••••:-iv,., ,„,,:. •--,•";. ., '!,,, .L):4•14,,,,,... '' ,.''1 i''....‘-.......c6.4.....:41".'
'4''..1_. •''.- 1 f,',/...',44. e..),,4..,,,,.c.„,.m).41.', -..,„,,,,,,,,,,,, . . ,,,--- t,,,Z0,... c,--- - •-4 , '1•1(' ''''' -,'3iWP,r(-...- i. ". "•.'Ai:Y. .114 ' ,.V.e4e.,h1„...,*• 1571Ze.'4:1,1.,".,_,,,,iiii :...4.
',..: _iii ...• '. ., 4,1.1;,.+C.V'T*„.1k P''''s.*-,,,„,,,,,,, ,Iiiii - ', ,..:..T.,
/
,- , 10,;,....-.),- ,, '..rit.4.:. ?. 'X.'.iok.,1.,,if ' .';?.;".,01-13•mk-,'•••.4,•-.r.1 '..1'''i' ","`'."' 7.'"A''4.3;
l'.* .. .--, 'iy.,/,141-. vi,..,..r.47 .,".. ,•::‘,..10.2,m....,, .. ••••.„..,, .,...,, ,,,"' ..-.,1 '4.; ' " '.' '...., ,!,,," v„,Or, '.,,,,,4,0i.... ,,,,:,r., I. z 1...7.r.."'.1.' 'T. 1.•;(*;', . ;: !1.1.-•,; ,
geti.,Pt
"4;' ' ''''''N.; '-iZ.7 ,:!'''77:!..,'; .1..,;'z'''''''''' "-..'';-.-.;,";:c.;.',..,,,...'kg:/i. ,n'''''1:.i77,1 ''''''''-'4'L...- i ".?z• '. * l''••-• .t';,!4,••..''..t.-:tro..1:;1•e."",. ..-:,),..37:1.,,,,,,,- ''43.,f'.V •••'r---. .i.....'0.,'i,.,:,,,..t.e.,,. ,',-:,.,
.. . .tlia,....„, ,...!1.!-ey,,,,t,..;L:::_ii;. ),,..,2•;•:',',..v.„ttt.::,,,,,.....4",t.,:. ''"'"'....14:".:,-.., ,,-- • .,.".::, *...-' s'41.-':' noi..,r,h.:7,i, .. ;.,,,,01...1.'yf'-i: i',;.-',-,i'..,? .:':...4:-;',-.0t. l',...'•:',:i,‘•i"........-".';.. -.'4„..
.....3
.p...;...3,....4 ....cr.'/ -.."!......,--,-7.- 1..t&.''''inil; 4-4- .• . 4.,,,., ,,: ,,,,,. ri ,,„:.s.r.:,::::,..i.. -; , ',.."......„,d ,A.',1,Wf".''''''' .../.43.3'1•••,: ir,- _ ''',,',Z3',4•:•:-.:...:.',...;i:3,31.1,„ti.....4-...4.;;,:"..
-• .,,si.i.' .,344,. --4 :•;',1,,fk,g4,11,9T.,7, 4,,-,:•;111Vi '1,
- : ,,.3-3- ' ' •L'ii:0,:../;','. ;.3,31 - !'• ...'..I' , '
1-4-42i;.#‘',.;.:3.i*.-.3$-1 '"71'.';::' ', .. .-;`i; .,14,' , ::::1) ;4i.,"..'• - •- - ., •.= ..N., , , .
„ . . ,y,kg.• . •
- •414.4-'if' - • „,,,. •..,.. .,,. • . . „. . , ,
.(.1-,F,- ..., ' .;,..4# • - .. 1 w:,4--‘k,.p.,,r ).•• . i,•-.. ..;:, , , ,•
I,-
.•
1. : . 1,..:,, --g-',•,,,,',. ..-xvit. •:,'1":- . ,
4;5, .• ; 5 •,4-7-"tr*--'-,---..., •"..”•. -..,.1 5..-,." . • \ - .. . , • 5 ..0,4,.....:,... .,51'..`,-...!;i,
.. t.l:74'4:/„/.•-:.;t'','. .,,A''''.,.,"P-S..4, 11,,"..3.54"_1'''',',.,..(.,:•
. . . ... •'
•' ..'-1l34i":
^•:'4tgV"7:.f4‘.14.5f3'I'..'.' t7t11” ,. ,,3,,:-.;,.•...;4•,.,.,'". '. " • ..'' '•.
--
. , ,'''/,'t5i•1','„K5"'.,,':,---.`>N.,.t-: -•,4L'' ''.b%4a, i:1,..<4;t".•...,:.;-;,.....1•,.•,t„444:,'.),'..t..-,'• ;',-,::V.1......',....1-4',,,zi*;,
..
''• ' •t., .
.• N ,.
. . , ...
,...7,;,... -,''.• ••”,. -0 .1,.f. ,-,,.1.,, -.....1.54 ,. -.:'i•r-"...;,,....,-,,
.1; -,,s;...'E'-'•?1,...„4e-IS':..,-, . , :' .,..- .'-:. ' .....fi-:. .
..,:4„...1,,,,,L..,...;:14.,. ,;,....4.„41,,;;..„4.,4 :7,F2,,;.". ,•„: ''...:.s.,•.; • 4„..•....:... ,,..,..y..i.-..- ...44-%,•,.. -1.,441t.,,u..6,..,,..„...R.,4„,,t44,,,4 ,....•.44„1.,.•, „,...„,.,,...n.,.,,/,•,:,,-,4,,,,,L .;.,,,,,,,..„.,,;,-0,-.,.,‘1,...--
, , ,,,f:/•-<••• '' '•••/..V.'-g4‘: 1,-,;•••`---'•••.: ' .• .. .:.. .
. • ' , (.....,:it '''14'..",': ,-.1'..7.f.a- •. - ..„•-", ,:sr,..7•tr4' 'vet,:•.-..;', lis44P --.1-1
. .'•q-,1.1.,„1:.•.• ., • i ;, •, ' •• . " -
4-e' i'-• '• •'-- ''' --. ':.,...%•, .•• •'‘ .fii!",,as•;. • -•••,-...;1,t-,4•4•••5*,.,*0.-—w,;••••-i.,.. - ..1. .,-,-. ..,-,...,-,-,,,...71,;,:-.1.4;.••• ,,•,•,;„•••••1 -,.;•••::::::;;;.•• ..„._
- ----,- ,t4-.,-,,,44- -1.,,,,,.-v; pp .., .2.. . .• ...,,,, • .,•.•.T•
•.
i' '.•,... .tPd. .c'r,.t , , •,,. .', i'...i.re;#5'f.
.. ' .A,74.:. ''.1 '• •'1).0' ....".1. '., 'r .,.e '''. .. SI '..'..';,h. ,,.,, ;A.,' )' :, ,... ;I, ...0.' . 2... 4. fen. •f...4.. .A.4.' ViiI7F0 ,A. • , .04 ..A.- . .
,' '....,'.. ,,!. ..,, ; -A.,' .. •1:,•-.V.,•., : ,,. . ,vmd,._ ..,,,,,, ,.. :-...,2_.':''".., :?:..,4,2t- /4.' ..,
i 4; !, -'-' - ' • . ., . • —r ....46To.t.. .driem.g-se,-:,,,,1p, ):. '. 4-1. ',1:.... .
. .
.,
, '. • - '..?• • ..A. T-i'f-f..11'. - 9- .."-••'''.41ki2V." t•••:'' .. ' . -444.:?...1....f:). " . . •"•tell.,1•49i •-••t.fm. Y•.34),e)'' 4- .-er•c, • i. ' •.1/27 .
• 4.•;!.....;.--4,:::-•:,.43,•7,?.! -,':-..% ‘ ...-Tif'•;-11 i••'s-1111..4Lii.cl..•`.t.. ....- . ' . • ';,'.- '''.4&,24-' "x-41'4..."':"t ,-' .4 i'4..:r:l. -.,."1,...::• ,•
. *,..„ ,.,;,4'.. ..r.f,r.t.„.1•.;'.*.,1-_.•`,..•:',..4., ' 1,',..,E,'2.2.":..i i.;•.::,,,;":,rs•n‘,..e;."•,...."10i1••:,.i!''''''.‘ ' '111) •.•;•: • "•••••' . . . . ,. ,,,. ..t.4.,:11.\,......e.-.r , -<,. • p3-:...
•„L....,.;,...),„,: ,,,,, -v.•.s., ...nrel, ., , 1-9r,-,-.:"., •;:.:1 kii.•..,,,• •-.'' .7%).1"" . ,. -.' ' '.."-r'tqt. "4.411'.". 'I'S.t•••.- 4. I.)*.t44,7,4
"A;.'''...4,e'?:1 '''''' .:".4! .t.•-iw•Oill L...v.'";,,,--;. ..,-;• •••(:'•..;;;;, ,AI-le....figit.!fitgezt:if' : ..• .:',,• -,,t_ , . . .' a
•"'`'i,, ,04.44kr,`I' ''''''':'..1,Ve,"',
•
..1r..0'e*.t,":12:'It's'....'iii V.I, '.r 'it,tA4gill'Il°' ...' ' .''''.;'..' .•'''''F '' . ..
••
--,.,,""...t r,:',6'..5..3 t:••,':_,:,,,. ."':1-,.;;4•.;:,,:,:: :;•,::.L.,t,erat .i o:n-:- AT '•''''' ' '1 '141(.1. ' , I:`,. , L ...f ' • ' . '3•3;.4tpz<„6„ ' •-Any:1- _.t., .,--„rt.....N .
. Itif5t..-IiIiit',.' :'',. .-1'......•1 st -•,-1.--
•' - .'•..to:,-.:./41-4 44,,4---, -1°'-`•f••:•, "4....t.--,-b.
, . 4.• .4 ..r g..f .1 1..,1,,,&
)3..! 45-
-Z..? • °''' ' ft., • • ' ,., ,
. ••••„;,-,,,l.,,,,i' ....,•,. -. '..:'-';,..„ .77:7414,ii.,. / ' .• • _. ,
A7:'.,,•;',ION:i'...,....... .-,:0. l':!":-,:'-'sikd'.4:111',11,..1 .;1 ,.,f • -,-1-•--'' • • . . .,
. .01,t, ,.......4. ;,-,,,...,...2...,, •,,.., -,--;_ ,,r
,..
,,,,i•...-..1-i5,;,...,..z 4•ici.'4',-•$, :...'N• •••--'-- s' '.. •• -.- '':11'. i:.- 1.• . ,, ,
• '•''' . L'04 1••••4,'•';',',1‘...v13.,;.-,464' -,i, . .,-..,,'-f. -.,
i,•:..'..,:,...
i .1,..,#•-•
;-.0.-!..r21- • •-•.7''' _..z.z.f.:17..... , ;,5-4it:1`1,111'.;•••. ;al: . ‘....
' ."'' •,....I 11 I-,'" . .
' '
‘.."' „.‘'; • ;
, 4',. ....
'3:1E.-St1;i-r,7,7"....:- • ?.4....,:,'-`kit,1,71,1;,tliT,,-•., ,,.,""S'al,..! . .. .f + . •, V.
I
,_4, ;,•4,,:7. .
!.t.,-:;,,V.,',,,li,31*. A,•.3-..t. ':••• ', t - ".::.''.i f. i::' . . . .. ,...
0' .
.
..:‘.14,.'4'..ii.i.,.t;i414.1'.. i:',':.;;...:...,,I I, ..•'.1 ri:.* 1.11'i' ':''' •'`.' ' '''• •." • . . . . , . • ....'3'',1-;-; v•.;''
. .!.1.1!..M. •-,',.r.: A.. . ii -.‘,..-'...j.k• , -,, . . ,' .,,„it:.I
.,,I...ii,tt,....i.,..,, :V. ' ',••••• .A.'" , 1' 4'.' . "
• P., i
•
ti itx..V.-•,i•rtso.:,V ,...., '''.....,-.7,..-,, „..ef'4, f,21 .
4.,.......,......„...........----. •....yr.*.dila' •,••, -
• -
t.4.
• ; “r,•*,,,i . ,...a., ,....,-,..
_. ._ .,.,,,r.c.,..",....• 4.it! ‘.,:',,,V.-: "." , ' ',;,, -.: • _ .;•,,.' _
.. , ,• _ . ,',...,.r4t4. a ra "
? .'F.,t,r;:t;•. .r,
1,•
..,.._,.. -' - _' '..• • . ,
I i• .
J,
;1.:';, , i i •-'' , f • 1 f
•-Sir ..ri..1.71.. .'•.•
..;.,,- -• ,''111,5 i"t '1". ' . 4. ' '
..• . . - • 1,".. .
, .
. •
-''` • .•'d-::k:•1,-', . ,.
; .' '.''' .•., ;12:m
. • i'''.'`.:,,..,'•;;;:, ,,i,, ,-. . . . . .
_ •,.1,41,..,..i ..,?. - 1-...?-'--.' ' .1... •''" " ''. .
-, . ..
.. .. ,
... V:6-:-S. '.1' ri../.' ..., •* - v..-1 UtB ,,.
i•r _ •,.• .• . l,.1 -
, •,..
',.,. •i„.•,•,.....:,I. . .
! f k. .f- It. • If"r f .• .,. , ,. r. t..,:/11 ,,,...•
..'..... •. ‘1,'''.',7'
- . ,I ,......,.=, i''i g ,,...,., :,, I t .4 I ‘ •14. %
. 'I. y 1 . •[f .{.
I''.., s. . ' . , . • •.......' .
• . ,A, .. .,- ,
, • '...,
.'',.:1 • .
- - '''''.•'''. ' ''.01'':r..:•,-)Y:-.1• . ,O;'n 5giit f,,g0,• , • •• • ...r'":t-,'.':,e ' .i • .
•
• _
,,i,..t.r.'"., .ritrp,-.;.-',•-t,•vi,'.•..iri,,r',11,r;,,,,..,t., .• , .r..„.;, . .
• ,• 1'1'4 ' •,... . ., 4..,• f.,zi• i' • '
:.• ..., ,
,
.1 ''• 7 ^ •
..........
,
:,.). . . ..7 7......„,.,.f_lir.L5',,..r...'. ailtiagi..:.4 -.. 17, 14...'...4.. 't.. • ,. '1, l:: : ' ‘'
t.; ,4,:4-1,-.,-,-.4, •, ,.e-,,.. .- ..1 . ,. ' '-'•
' . . .i.• ,1,f
, , o' ••
ii. • f'".,...,
.1,.."'"I'i, ..'141. • - ,..,- ,;. i‘;`.t,'' .• ' .-,.,.,,:s'iltitti-.' • 1.5...i. . " • :J. t. + 11
.. 1
• r-'•• ".' if(1 r ,,.•,:r.t:',r;iit!,...;-'-r. Ira Vi.):"...t.s.%.',,..t.'Y'r.;•!': ', - '''f..l' r ., r , .1. o, • . ..; 1 'Ol?
1. 1.14t r ' "....1.'••-OA* ' ii„",•.,o'Vciii. jiJi.- . --; f: ' "-•• .
. .,":5 - ., ,, , . - 1•1,4'" Iir.... :
...v 5
1....'',..e. ,
-I'Mgiili'.":•0-,--i'i.t-. 4,i ' . ,
- . - ..n.
.;.,...
,
• '.°3Jt''.• ;36`1' v.•,k AIL , •i r • '•••
\ 4.:•,....,. rA:•••••
„, •-•-..1.,„1,-....
. . t.,•......-• it ,g,',,144, ..A"..P..4 2•1&:,.-k.- -1 -1
',1',ift'•••Y.'`./..?•.111`i 'V1'IL' . -. • ' -.' ••
r, . .
, • . , „v
. ,.
• •;,
,,.
i •
+
‘',".'irt42--"-i.'-:-'057- . • l'rit:;4,..k....",i''''•16-'411' . ;‘,": Ile: ..'. .
' •''',.-\i II:. '.." (0..-Fc,-,,-_-..:,,....', ' ......,,,.., tt:. .1,55...'4.- .i. , ...-... ."1:. !.'.''. • - .- ", ..400„ii ...
.',..'4117.;•.-At';"_' -''''''''-‘,•-el .t .-...„-,,,, . ,.. ,, 1, ...
7,k.h.„,,'kigt1,..3,',".3....:. -:,-,'. .•:-.1.44 ' . *. V'Ail-:•1;i3A-v' I
1..,'tk,..4.s.:.tit :IA.-, , •
0. ,:-. ... -.,..k..0
,.....
V.:4f]. ' '• 't•:--,...ti '-..''"ri.''-'...:.;f4,-.. . -',..V.tr'.:').ri... n'-'i ' '. : 1
....fik.,‘..i.:11k7.44- Ii•- ••••': . .!,41,4:44,..-::• -.,:,4 c, ' • ,....„ ,. - ,,. . ,-„,.,-;::.
-,.....*
".••• .4„,--tiv,)--:•!,,_,.•• . t.--,••'-- -"44; ,,....17,..:,--<-,' -••••- .,, , .,.,•,.. .44..
. ‘...), • •1,,..1.4 /
•••••••••. .,v - -1,.,.,2_,4.•. i, -.. ... "OD . . ,
,2 1 S,Ii.,• .. .I. ., .„.
Xi, - '•...14
'....-,.!: . . ,1- i.,.. ... ' ",.....-- •-•-,--.7.-.7,--';' ',,:. ' :. - _
•itrila • • ,
.44' ., 47,......V.a. , 4 - . . .
,,` .'. ',....-- ‘' '.1. * i '`'.'!''-`•!,' :'.•• ' ,,A.,4...i•:.::...138 ./'. i .;: r ' •,47,c,. 1.3 4..
1 . '''.." 12''''-. \. '•".4j - ''' ;' ' '.••••?,.....(1s. 5C'ir,t1 1.m,,,•-9.,., ,r.I, ..
l' :IlLazte.. ,g0.-. • . ,...,,,;,.•4:ts,..1, . i..I•rs 4......e 1 ...`•....' , '
Ali 4 ' ' , „...:4,1%.'„V.TVC. .4. • : 4.14 4 l'sit .I,4-•?;.. , i 5... • .. ...-.f-i.:.
..,1., .
— ,
-`'
,
v Ala.. .... ,.. •...••
..., •
I V.. , • t. . ..',.•" ••• • . ' s WO'..•S •';.i'.P1?if. ....1'..'lc.• .'‘ ';If..• 1' • • ., ..11, ... -
i ,,., .,., , i ,. ,,„:„.,..„,,,,,,,,,...,A,s-- :-;,, .;:l. .:::,-,,.,•,:•.•!' , --,, e'' " (,'• ....st
,.....1,....1.• ...*. .24.•:
) ' r. -.. ' -'4.'N:r.7.-" " ..y•."'t=', •••rffi.4f• g''''fr.'"f1/4"2 -+ • rr., " rtZ'..'...•'. of+ "-Cf.
. 1:il ••••1,,r, ,;,••• ........ s.,, ..*,,4,4tr.,=...f.srA.,'"-''''s r..i••''''1'.1,f'1'-'.9'0 .'; ' :r rrr. t''f'r./.. fr.., . ••' ' .; •k ::/,'' •'••• , i 1 iiiiir
:1011..-f.. `..1 •-'.
I ,
V"' Vti.' •.* ''' " .1;1.1.4. .!...• „
.....4,...:r i.y.A a..1,...:;,,,•..., ,.,4.,. ; I.C1' . •''''s' •• ,,,,...., le: 1', .4111.r•
_ i,•,, I :.••,,',',,1 ''.l'i. ,e ,:i...... .-. ,,k,s,A-ezei 11,,x-11.-T A..-.1,--ir .4z.: 1, - ,,, • • , 4'1. .,.. :.
.. •,
.. -..,, t---.......• r 1• , , . .v.4.• . •,. ..
1 . .., ••••••••-.4 .1.e!fiis'----ri-MC7Fi'''•' ',;'''•t 4 A''. .!;":,,'4. ' ..: , - \
. - ''' • . r ' - VVIfili°4611 ' ,
''..,..V.•14 : t..
. . •
*.' .• ). .1..• .--.9.- . .,,,t`W,740k,-ii.,11,4;".--C. ..=•• '''.) is ''' 1, * .
.' ,:r. '•-••:".•• i i%.,,;,....''... . ,.....r. ...-"'••,.;.:...:•.a.,•••••• 1..• ••-•:: ,, I. •; , , tr.+. -- ,.,„4. a,. -4,--..P1 ft..
1 e.- ..... ,. ."...,4,. .."-t.'':44 ..!?, 5 t` . . trz.'Z4(0' '''4 it.-.0!0"001.'--5 t'50,1.' •'-'it', I ''"y''';
. % 5 z•V .- • IA v:', .*‘!•';,.•-•:'!"-..';... '. ' • .
P.L.N.,••.,,-i• ,,,,.., • ,....1.•I.. ..,,,, •......,.., • / . i•
V..t.-ViA • (.,. ..•'- .,-.-,n • • 0 4 -;-4
6t#,;•+-
..3•1 •3' ‘3.. liktikai... ..%. .i '' t,L '. .T.:,-...t,.7y.-..: -,,, •• .
ty,
5.c....:i...,.. . ., . .*041/41.1..1 ,),,e4,,, .,.• • :i..4..... ••.•:. . ;• - : „.,... •
•tc,•,,-.,. . — --.4,y,... ',.- „. ‘..?:,
- •,,r,, ize4....„,'14 4,i't
.i"• . - •'''- .'- . :Ia.'.-" ;.:..,-4"1_.,4"•''\,:':•.:t:7, .Ll':45*.• 1.--•:-,.
qr,„.,.4.0... .._
i- •
v.;..Fi
.t,err t 11,..„;• „..„ ,..,„ , , ,„ . =,-,....- ,,
"*.':, ''
, • .
.......- .. , .. ..,..,,,•.,14:•:.'''' 'N.,: RIT'41:-•"-7• ,' {' ' .,,,,,-,*•.;;.,...,,. • ,, . ,.:, ,...;1,44,,,.;"...L. •''.11,...,,",-;s,...?,;At.,„ .t.,,N. • ,, i','t.:''.-
1 I. ,
-..1 ,., "'" ..., ,...,...'•,,-• ,..''''.•:•'•.. „ tkN'rue.tt,it,',,„.,. OSIVz• '‘. •i - '.P..(41'.4 :.';.• ''••'' ,l,,,`,.•,..!..A
.. ...,, „,.. ..,„. .....f....,,..,,,,,t,iar • :5y,.....-....,.....5...,0'4,41.,.-5•;;;-:''',....5..4r, '.....- '.', • 1., . -,,..-I-4,%,,...m.,,,,• % ,. ..
i -4-•'' ..,...,'-'. '...e4
,,,, t ig• . - .... •,,,..2p,,,,,,,- •, ::;4,••‘-- ;,liel. •;4! ",,''.
",,,'''-',',P,ki-''"';'•
?...'i. .. ... I •-,,. . . .,--, -5:....,•1;- .1'7„..f.:''"ti:?;'' '05' ' '
,
..:, ,,,t''...:4f?"'' . .
5' i1.1,,,,,,r. ..
MY,It . •!.." I ' -
••••,,r Y r r.'N. '."4,,,V.13.,•.r re• i • 'tr. • 9.1 II-
-, ....:., ..., , . 4. t,.7e ",,,,1,4±1/2,,,,V•'',P ti.. ', t ,c'
'.4 * I 7:::• ,, • ,,)".• `-";?.,•4•',,,, ,-...Iti,p-er '....-rat./ ''''i
I I. ,
; 0 4.,0 flet•1, :
7.'7'... ' „.'
4 441
. \
. i • -
' 11. 4.,'or. ..--....-.1.4,tgl:',,•.•-'''5 `:./Titt,71:0c.;,,v.-1,-,w4:-‘,9,11,, ,; •-i' -
.--: •i
.., 1 .7._ :::v.-:-I..;.---1 •..,::;-..'• i"-; ',.,,,'-'cft7r:v:,',11:7.3. ri' /\
D
'./....,..'31.4•,. -• Frilrx,"'". -"---A.'"•:',,.,'•,,,i'-',...,•'''44:',',....1:-0; -)!•1,i •.1', ,.
•::::s,• -....1a. A ..,,.40,661 .. i 7 s
'•;;'' \ s M.,...0.,. - 1:1 0 '.''.1;.;(4t;' ,1 1
- .A.a..-: .1 ''' '-ATf' '';'li.'"b'.•: -• '/:-,4'le:v 'yrii"34'P !..;;:i''..41.1?‘:.‘''.. , '-' -' •..,..4i--'.., -,-i
.c..\ vry... ok, '' ',....i.k•kakt, '.•'
4 - ..- .• • -.1. •4`lr'.31'.."•-o"' ''' '1 '4,It'
-.1,, •,,exi; , .L; ..•. .), i• . ,,,,,,,,, ..,...„. ,. . ,.,,,,,,,..,, 4
'• c.: ,,_ .
g, , L'.I.- 't 2 - ,- .- ,..sr. riP..l'af •/++k":4ff“•',.. 'rPt,-,1' r+ ".-.,.'" ••.•',„.4.' ,
-• ,,..;:7ftto ...;- . '. ,...........""J.`.4'7•• '' P.'to. . "fif'. lorS ' ' .
" -44'5 '''' ' .•."...;;;;Etig.t....*TdOgitit..- - ; k kl 4,,. ''
.Y . N/P//7- N � ro c a 2-
— 23, 2f -
. . . /6. 7 ,ndv. L44/0 614 4v6-, - s ifi P j
1- 6g ° c44fl DA'Y Gik4.1?
45Pl>zr 6,°/1 VC,A/E.,v grAi,ovA.
52-717- /A/We—TORS: 'EFF 6-1A,8D4-
//,EV/A/ //EPLE-4
sr_ 4cousri.?L INsf : ,C30 Le- ro4. l� .
Ct `i'e4 4-ro k L8
/l'3ai°
•6-040/41 - IGF 440/'.�Lr- SE3DU41.0 Div ,e'o j ' e,
fa)(.-.- L/7E- r 9c'rG7/2o ') v,-%%fifiie 041).
�G'�' El/ez- LEV�Z.•
• Lac 1i i24;4,,,e6 e :•c; • - 5Z •.
66,113A- . 6 ' (16, - e 5-01 75-184.
•15---64W
6.9-TERP/4444 Pfl 575 &2/N -f. • o/z 1 $
& 2 kllq.414-R/179.7/x- &25-I _ 9/4, ' 56484- . (A)11/1977)
O RRift �- 6 - 92 045 s Fe/i
62c���
60- 56 c/g/fre5-0 , .F.5.-dp4 • - 30 "
SEX Ic/4.
l
FLS 07.4/- T� • 171.9`iG/G CoNr OLID. (f'37)
/ T
• . 1 Ci9r P/ce/92 rb/c1€4z'
194-cle ufi 4-449(611 - I -e as ' = 760,74 esa' 84��•�
( ) r .9-04/6- our co ekerr cl/213
;•;::3,p � '�, -e F41-
c�Cjg
• O7aT: 102,0w4/6-7 0/0:47e5//744/6
/--e-i?,44dmitili 6-- .R-p wfid,671.17-7._.
-py,v,i 104-c_. ce_ Si' 20 rat/ •5/6_-e-TZ:• v/A
• /1Wr4-g a-3504 /0 70A( 67Z-E s'("177 .
/31.441‘ () Y •445/91/4er AgE-x/v )e: 7-'17&eits • •
• • •
• kti///47- 34.9-7z2;,. .7.0 6&-z•cini
C0&,5771ft- /4/5fi #/>IRR/9/2--
•
(/0v/A/6- G1)(N(.,eA--v 77/-enet-wea-5 2
. C6ut..0 MOC&-VE7 &.4/4"--•
• 77-74 47Re4 (5 bliZe Av/ czw5rAktez7i-A,
• ..
/71. 5" te.E.,rq,oz-ceer-fr-f-e--
• 77/E' •(I- DV Ng) rpk-p sti/mieTA/7--- M09-1/45'
414-45ee4o r-ea .77/4.5- 40iv72g4 -r— WI/
• • 9- 49
, -: cm
•10/221/ 5
. eota-s.
9 kE•190-a--,474--/vr- 4--c; m/510, .///ip P2V/GW.5 ,ZdA/s-
,///tA ent4a 7 ./-=a/z /7,6•5 4// --17/77 •
77// t,-)I LI /vo re • 0 Cc(4/2 /9-6- 1/11/•
Cb • if••;.W7.1,4,,isczumvrzawrwirlitzer,A,:,,. ;,,,,,,17x54 .lr.-"
ploits-!,-;mbilssloaqp g : •
.... --•'.- -..-• •f4r.--11'ffigr,..gliF4,-,,, 41 „, r .f i,.;',:-,." , - • .•.:. ,--• -•--- .4:- "-' •!i C. •.••• .k...; -•t. .," •.-.1' .4. 4. i. ,.. 4 a, r .'
.._ „...
vl.......;• ?-dr.... ..L.,
,i'VP,•l''''';',124r3., ;•-t- , ,r-.:,::.:. ....:::..t.....; • ••• .•I .,-.' t.l.• •,-,,,,•'' -
,• ..
•
' .
1 .
;. ,:
,,
0
1
1
..,30,6• A.,,,tp,-15.0,,---;„0.,.•.i• -- ,Nib.. • ,-, -C• I 4 F---:-r-^rr,,t - ..,,: . -._ .\ . 't . , ..47 refill -• --,..-.- 1 70""'"n r;:',irtpi'lAt-riMert - .1-.4-X'
.1' ''621141&'..44.. w.4.1 '''' '11)11 ' l'. 4:4; . (.4.6.'.‘"Nti-1104,1.7;‘,.1'114.: 1./: .; .4 . ' . '-':.:".i.'";;• r '..',tp. ''.:1"*47,..-'11,•.,.:--.1."" It. St3-1 1",;:: 7..rk:.":.:1,f4A•!.:1,--s'147:11743.:.1.1".1.!!. '•..f.':'..'.7.-Titfl''r.
. : ".7.,..•./ ',' .:' •-•'- .. . . , ' 't...--,'' '.‹,:'1.);Y':fil ', : tr,,,,A.' LIE,VA:VIAV:tX•UX• II lie. -...,1.11
, 1,,...44,..,..-.1.,,,,-.t ..• /14..C.
' al 1 • '1.4''''''''r4'..7 ' Z' • l' 4Z: f mk4 --..' ...,., :. , „ , ,4„..,.„.,,,,, . ,
! 4: • .,..., 4,4,4_,Lri...._,•_.•...,kr., ,., i ,, -: . -Ily-,.!...77,7.•,r..), .,
,..fl.,..V.;•"Vil,...,4 Zi,,, •• ii- 4 . ' 174:1A, . ' '
t..eft. ' 4.8 ,4,,... f,,,l•1,,,t.;41 ir• ,-3 .4...- - ,g . . -:-__-.••, . _
..• • • , - • • r ' .-1-"---,D"-- Pr--°---1 'I, :,''"' 7.1,. ...,9,..il-44•
' AK. •',I ...,,,, 1 t
.11,.... .,,4,.: ,. ,'6; •. ,. _,,,,,,,.,,..,‘;t, ..frriiirf. ..,. ,• .. ..ki..44,.*/ - •-.01g44..1a.-.- ...--' . .4
- v,-.0,- ...! "' -4,,,,7,/tr, r-...p:A.... . :., -',..',!.._,,, , ,. ,..!9,6tIlir,. '•o.,,,,,....•,6,,„;:;•":,.".P.••••..,4.4.2, :Cr,(1.,r•_„, _____&-...4.-..... ... .2-77 r'''':!...",. ••.••''.'.i 1 'nig:141,4.••••;;A„,..A1(3,4-••.!"-'77--•'''''.• -'••----'-
el•gt:...'?:. ,k- . sA'a.,....4- -'''•k:•vt"-iii'13.' -`"'' ' • '‘ '..:' l'i-4',144-•-*;?1*354,./f.-• ..'-71.1::;-:. '''''"4-'1.6.,.;,,,,NT34ilti4,7$. ' • - '"- • - --j3.-
e i 1-4.•t.43V, *.,,„?t,;...:111"?,% .„:li:.;„„,.,ii, . . - ',(1.3,.'..._tift;JA: , •1'07Pyi•,,4 4 -7,...1:e..-4../7,-..it,--4,,,,.7.'.-7.".....;
oef%•' '..- tt••• t'••=•••i•Wty't•(.-:;:,-.4.,!-'•';' :le*..A. 4. ,,,,a:"'II, 't.,,,•r.'4,p !'•:'',"••••••,f;!,,_-,1,_ ''' y :AL •'41,14 •,.-;s,-1„.,•••.•• ;:f. at"tth ti' ,/,/p6M-4.1:, '47.1fLf.1 ,.‘t!'•1..,.I-14,4.,...-f, +
".•,0 i too a.'T.-•%.41.!''.', ' ....'r.- ),46'k..ti,"fpy...: ..- g'-',T, -' .-•• .---- ','.c -tpi.,4 41'' V-1•1'''''' '''' ''
.',1 a tz. ''''-•;4'••;a2,-..i,*,`"..„(t irii(1-11,,..''i,r.t. 1; , .., erlt•i•J.J.• '' a -• _.,,`,,c.V:/ --i.,.„ : '-.1';",: .,.-.4,6,t;',•:. .A.''!. •''t ,!: ' il • '1.: . •..t, . . ,,,_1„1• - A ..:' .'
,,r.:."6. ;q1..,••;:.,.,;1-,,-4--e4.11-'r.,;;..r'',i,:- .- '0,,...4;..0 ."--,,,g''''. %„,''''''''-''', :+fv..tip-:, /• - -v/ P-1,-,,, ..14, . -..;i.„44.,..,,-. '_-__--',",r,-,i,,',4*0. — ''''-- :---i 44'''-•:itiV----- 4.:,-,
,:;,..... ...t.......,,.• t.,.,,,..,,,,,i,..,„ •....,,,t ......,..,.. ....,:-.:t.-.....„, ,_..4,.f.fr,,,, -g ,...- A ..,.1"..-,5>1, -.:...., a. . t.,,v 4 .. L. •, .•4 1„,;.* , , _-- .,,, ..16:,
' li •' ..1.-,t..::'.'-xt-ic!'.4.,...14,... . ' --- .;;,r: ,. ._ .,_ ,..,..p.,,--4 /--. .. . '14 .d-1.:- 'AO IP f4114'11.:,..- '1,1FAF,.6c.x. - . • fy cr.
."3,.i 4; ,i•••••,;.?...:,•14,,,,,,,r1„,:3). :Zt•ltc.1.....r.-4•14...,..,.„.•:....,.."V:•:•••• ••••%...,,,,,-•-:".'2.,;•;• •••,..:.......1..;.L',lc . ••-•-•,,_.- . • ...,,,. 'I it,: ... ,.•:.r:.:1:-.:,,-..,::.a.,*;tt;ii.').01.,; i'4z.1,.s.•,:,,N.,,•,,,;;:•1:, ;,:;:.::.:% . !,....c.:....:.1
' "77' ,P."Tex : ,,zt a y..-lir te, •••..,ii 7,.......
"'' ':-ri it•i4•4•4•.'•V-' '4 Allii,f''.' f ..4%•-,
i r -,.......‘,.c.t•-• :-'«rf,•,.4, L.c.,v. .1
,-' • , V..' - ,t.. .p.i,..;.44,.,••kt. • '.' , -.4 r, --/ / ''./..::: '- ;3,..„;J:...,,-,_ -•;' ,:-19..g,,,e..„4,.1"A4,4,4.,..4.14 si,„..../.,,-4 :.
... ,..„...41y,..,..„, ,.......,,,,,,. tL-1,-.7.4k-14,•:. , -* ',I ' Ar l' t •• •• • •••••eftrs'i ••• Ltt••j'i••,,,- --• t,,,•1,1 4-„„ 61.4.1 , Ir„„.,4":„:,,a . .. • b•
•,• . t
' "•J't'•0',•;•"2•C••,‘' '''.l'.:17"• • A._
°••• ,wk.;.:5,..0- -
• ..,... • .;...., ,.p... 414•4:-,•-., 1 ,-ktlf,41 . ,- -
,,..b,,,,44., ; •::ii:•41i7. . .... :,,,,,,,... -,11......4.,,,-.,,•:,..4v/ ,.,,4, '4v,- —' ' !*,...
tT...1•..i•. .11 .1 ;.?'41;
-". .,. /1.7, •:,....1,r4 4 :'--tr":?•?'; .'''44 '''• s:Z.•;..'••:';' '0''.,• ''').;-.PT'M -, ',11 -:-:-.1
'ii:51-. .,'Ofil'-, ''.;-.3•4!.',.k:i21.1-I,"2.1,-- -------, , .,... 1 . 1 ., - i .—..:-..„..... ,-:-.,.Icita, --:,,, -, , . , sk,... . ,is ,;.,,..., ,,,-.1,,,,. 4P 1.06 i
".:_,.'''re- ••., . 47;,..',...' '',(1,:l.....,,p. '.. ..., ". / i ,,,..,;:. • •I ,.. '.,',--,..:":„,•1.1/i'',..1 •-•'-..>". ... ' ..:•.... ,,,,r..k.,.,,..,.,:, ,,•.,,e4 1 ,r,•..S, ,,••ti, Zjr,•31 r. •
, •',"4' ••' l',C,Z,;‘,.,,,,,`;1,)(.4.4.,/,.4 ,• ....•,....„1.e.,i,g ft''''''' ,,,,,..t.b.,-, 11','-'-•.:44,...4:4t: el..-.. IV%:;r• ''''';fkil'.7..:••It-77:r.i''''.. .'". •••.•;'•?L...1.......• s '''''%',:if.VtrfiAl, 4 1,1"-T:ft;ji,-.1.„1.• - i• ..,'
-,,_ ;;•"C -1,...1 .:51Fr.....4.-,3.4•....,,,F;,,,,,,,...p.14.3t11/2,,,,,,i,,J•..• . c,,„i ,/ ,,. ,„ , .if• .- 44.. .i. ygv.p : t,....--2,.,i
. . ..
.,--..,,,,,... , 11-,..,,,- . ...,ft "f 4 ,1'4 ,,,.''.A.4 -. .: .` 41 . ',.. ....•.•-,'•.• •• .r •'s '',-;•?..^i:7'''''....... -....; j• ,7.,•agins- ov*2."."'''''' .0,+.• ''t.` .t.• . •
,..,,,:41:,;11,j'573",14.?,•"1"„ , ,.,'-,, '..;..i X,,•••1.,:e.,434. .,;,,..... 1..,„'''.' .1? fel ip,Ifp. ,,,, ,4..,,...:,T,i,-Tre•t4.4.4 .:..• .,"::-:::''t•'.'",' .2 T---,....i.•:-.. .is:4,,liA'2...;;,• ., .•'.-- - - .,'.,:tt.,-,:•• -..1,,;si;,-.,
rtaptr•Iq.t'•;?;"•••/---H 0./.., "A'.•'.tre'llii•••ir 7...''''il'..: : '''.::.-i•ti ,r . '"A• • - - .A - .; 't•.-S.,i',"•-• -'• `.' •,-,..y.'•a , ,, .. 0 N31.N 1,_
e.,,,,-,,,,-,,,,,,,-..-..f.-.; .....--.717,•/-:,. 44.,,vi.,,;fer._.,,,,..s: ,-,c,,,
...c. .,,,....:...„.,„ . , ,.„.., ,..„.,,,,. . 1,,__: . c i.'•"4,--i.
.4..,'?" 00/4-10•146-4, ,--.. t..,• x.'";-- '''•• ,, ,:• 11,5P,A..7- , %1: 11,,,,,,e,,..70../, 't '''t:.•...? 1 *
t :;J,.dlt•i*-:'2, 7,. ••.'.17'.,,ar•-•q*I.Cf. '',..„/ %kft,,,t544.4•.' '• ' 't. .';:i.A{:,S4.1''• . .-. ., ,„,.',.. .:.'6 c,-,ikt•t),„: ','.....6:,..,•.Z,. y •;10' .'e*,--,... -
"'''• l'''',4'.-. ,Ae,1, ,...,......11rIz14r,,,,i1.0.1,4?.,,43.-4-34t.1,'Y-.,‘r,"IfIV4.-.,.1..•,.'4:;141r.f.°:_•_,:,._.....six• ‘.. .... . '..r.... LI..;;;;::: 7.,-....77,,:.3 4,...,„0,-g....,,,,,...::-•:. '".....°,..-,i,,i'• 1. .,.,'•'o.'r-,t::,-''..1,--.4'j'rk-..mt' '''
.• 4, , ..,-:...... ......,/.... -..„,,,,,.. .. - ,......
p.,..• . _
_._ _
' -
i p ' .-. . _...,....,. .. . .. . . . ,,__ . ----------___2::=Lz...-%!-4:4134.r.--. 4.- •4:4-Ar._-"• 'I'frr4`,,,•' A•itli....'.r1-'7"''. ,:: ' • 51,o4.;v7c,:.
, . Aigit:i*i.;•:•.:0 -- --- - ••- - ..... ..,_. . -.7----.,... . f.-41W. . ;%•A-71-tV-.....v...:4--`11?:-.•,..;st,-.:.,,...s:'; . • '4..f,.•.-3%.,f-
•
" •
. " .:::. ...---,-.:_,,,.... ..Y.‘.... .,.. ; -..-At ''''' .• • -.•,.. ,. ,41,..--,,
1.,,10:•?.*..r:
.., :.• , • -• .• • • -. . - ' : -•-- - Is.-KblmT,,,,,,,,....., •-•7 4.:•:t?..444...t7;•r
•-,: k`'S...--;4,, ''...i'. .7, Fil"., -Z-Y.: t.'---.:•,,,. . .... .... ' ., ..,,,,,::,,.. , . _. - :.•- _. : --. ..„,,,.,......„ .
i
...
...___,, . ._ .....m-tna305.......... .x.s...- -
:-:.•i; C,W":';!-:,.,'-.;:•1,;y1 " .:. .• - -':., ''''..:•-':; t::..l ;-`:':'-')V.$;"t"0,4**.c.i.`',';Iii.:i.F.;t*'4%.:-..• ;; ...„•;,. ..,:,.. - ... ...-.,_....:-,....:-.... . . . --k,:..--,,,,,,,,,,,,,,,„_• -:..- ..-.
, -0.1.. •
ti. ,•• • • - .; k a.c6';L.'..........:',''!,':• , •• ,.... - -..F.4•,-:.",,..o;'• ••:-.,:.,1(i: , •••:3,-4:2-.1. .ar.f: :, .f,';'-'4,-,:,. .,..it.:1,,i-...i• -0.41„...... - 7.:-; -,---.: . . - --",.'""...,-z••••••
p iy.::1-..;• ... i i .nti -41- ..):-: fp
• --. :-
•,,v•Att..4.,, I -'...1.:.•,,4,,:.'.... E.,,. ..,5,,,--,,,,
11......5 :
;;•••Iii.•- :-.,,-.• ., 1. t- - ,....37trr.'•-=, ".•:-..-t1').1,',•,:-.7i .:,-,r..."I'Y tn4.01•::.,.,-. .;:•-•;,,•---,
.„1,.....0„f(.. .,,..• 1, . - -re.- = rim:: •-••' '‘. •7.•;•_,.
4.
..,- , ..-1-7--. $,
,-; t. 4-A'..'Fi.,i„--1A4Vi.v.' AP% ..ii.
.,,..f-..- t, . • • ..i. *t....;.,:.0.•• ,.-11,eiteel-e:02114.63- . . ,,, ,..2.. . '1.?%. , ...,f....fi -,..-, - ,,. , ,P,,t, Ft.
•.-1:.2eli. . 4r....: ...r..••••17...!:." . .
., . . _, „. „ 1,,,of„,,,k•4_
• . , •--.. . 4.14-7,=-Ccii,,----...-• .. ,•Pi -• •-• ) •, -':':-...-l'Pn P;')....,•-"V•"-•• 0.-',P At-Uii. '•••••,. '0'..;P.:4;,ik
. ' . 4., ,-.k.; . .. :r..-1! 7—,./;..?...4c-m •J. ;- - ' --.-:r-,-,,,,- Kr-c
. • • -- v),..._,:..,0„.4%.
• .- .:•:-.. ,g., /.....,„la;7,.•:ii
It•'-",.....•;.• • 11 .f ..„...,-,.i;:,..„::::,-;, ti;.1--:::A-.=-•-:•:!:,,,,,,,f-A3-:,.,c,..,:,: p. g • .,...!_,.4.1 1."-ttzii,.• 447'1/44,44.•, ' •••'.: ; .'' 14'••..4 - ."'•iZZ'''`•1;;, 4'41.taf* 7-••
- •-•-'-•- I / • •-•.•,- .••',,k-:4. ,-. .!:.L.,,,,.,,...;.--lv. ,.f.-_-ml , , • -i-,..t,,.• - - , • -•;:,."'s,.. , iitz:,,,,,----: ,:., -
/ • ••.:7-••%-•••:11=-S•7.'o."Z.`..*74;:;t:';:;''.i•itri!.1'iltP.7.;;*1: •1.• S. 14•2'. • ''• • ..N•d. •‘‘...li.,.: ••'- : r.‘":"... ' 3 --..,•., -...;,,,,4,...!;:. !,*-•:14
..r..:f.Ti', '';''...-'71f.-'!-- •",•---:•-:•-.-,::;•;:'.'- gr:-..i''-i "7:-.1.1 ‘'- .111i " ‘, ',1'14, ,,q2;:'..... Is;..1-4" --*---• "I';,'i•):1.:,:" •A • •:
:4:T..-.,-„,-•;:.;,:-(--,;,:iii„,14-..:!•,:icf.:,:74,:,:,..2'....;.,,%:,...,:,••.,..:,,,Sr4.,-.;.ilif:.;,:vg'.%":-(.;.1.„,..,;,•••,.',•i:,--;...,,..;,.1 .. ..- •!:',_:: ' - ,.. gf....;.--;. - 4„. _.4, 'y , ,,.:.(4_',1- ':',1•,(.;.:::•12\-....1„, • „•..
IVAtikgzi-,'..,• -:..:,-,•• ;;;-"-F"-!.ig-A:. ':•'..-..-.=.4.ii':,r'Yi. .111;51T'r, , .'..1„. r - 7‘,r--.i.% 1 r: -.,./ •
' .
• •'• . . , - 'it-:‘;'-'-••- .,.1.,.. 1 ,'.
' ,.."4':'-;''...---'•--.;14.3,'MAIS:.'`.--t+i.r,,,!:.:.•fr.d.::.-!--:.r•nt.1/.4:i-,:-iq 4,,7 f.?, : -
• =;,,Az . .,-:.- --?,,-•-:,,;:. .,• 2-;s1;.-, .4.,...%-.--,-;.....,,,...-1..;-:..- ...4::-.1, • -
`; ',.. 'r I It' ,..,:''' "'••: '...1•.V144.*•• '•*. 1.. •.
'• '''••-•4.14.Ifrr•• ••5,-,..::•• ••4`",••;as,•*.'.'•f••%*.i.W%-r:::,7f•` ::••••••••.7';;',A.-:;•N t.....z.3.•1:ff•.;!..:t 4
'' ' '- 11 't . • 0'.' 4.,• i'• V.,16:%, .L.,•
•ji.'t's,',V1/1..r,";-,64••••••••:•*.M.:. ••:'?.'''4•••:;'•71•••••ip....:.••.' -•-,•,,• :."•••*•••••"....f.q•:'...,,i::11,••:••:,. •: 1 t: 1 _ , i t 4 •,r , ,,,,,_;,-;:„,1/4..,.. '1,• _ • 1,1-c..7.,......_,-:4.:.
•-,•-.4,,,,t,s,-•-•?;1.•;;?.•4-141:t7:1-1;.:•-::;•.:,r2.?..4-1,444.--.;!,...:..4;-..::-,-,.:..,-,A...:1•,,=-,--.-.:,;,.s.i.f. -AA.;.;-;" .1. '•.: • 1:,,-rt-•; _ A . 1.-1 . W ,e, .-,...,.v.-„.\-... .,'• _ ... -4.. .- :
..-rmr,-, .,,,,--„:.a-,.:ii:......-4-4-,.......,-;:s,.-.-!...;..i....:;:::,..,i-i.::-...:.s..-,"";:.!.-2.-.:-:,,,-."-, .. Lik • --3, .- t" - 4:-..'''''''.• .1 .." - ..
RPF -.ft'14.ii3,44.1'-'1,;•.,. .iVi;-')....1%.4;i:•---..--..4;;•',..-};.•:;F:IIIS. .+Is.Iti,V7,1: A : • • ,-
..,. 1•00.,',51.4,;:i13 :01,':' '‘''-' 1g' 7.--i:'3.i.;., .. : _.,..
.. Oil ,. '..1t-,'..X!...1-• ,:i, •,,,.. 1" • : P • 01(-•'s 0, ,‘, 5 • ,-
•——--NV 111"''''''' ' - i'J'=;•if',-?,•‘•:,,'' '''.;'-' _ •-.i. .•,..,„‘'.,.,-,'";;; 4'..i;'e,-. 4.; . '•r .•'•
'u.'*--1"4 : .t.'"•A ,-,.. .---, ...,3%.,,I.,.4.iv,.. ..„4?....,-,., ;It. At41' ,....' • ',7'ir".• •% •,--..' '' le;'i'•".••- T.1°..---7- I ...' ''',?,-...',.,•..4.---.: '.>'.• ' ' ',.:-.:!;. ... ,'t. '''!-.4 '-'' '• . '''.$ . ' '.-
TA;54'^45-2.14141.*41F.f.,,,k,:- .A'-el. :'.':1;ge-t,'Wt•I•t.111 :.!':;,?;:girt--.;' '. ,- .r,..,,,,'741.,2i7,;.5.1'..-.7:77t'......''•:.-. -...V-1.Lif.','..i' 1 1 -';;,.-1C......', ,Af... 1,:;'.... tx-:, -- .,,,,_2;:- ''..,- ....'-''...... .. ..". ‘i ...•
.„.7.!.1„-'41-4W1:%:-Prillte,.11.'44:,,I;k17-4.1?? ' 7 ' :,,,k -:)'. •'.-•, _,.., •- t 1.6‘,.....• '.--;;:c.;.-4-::,.. ,[Ns,.,..•-4-f- ., ''''• .''' ' -14:1*1-,7'!'',i--i:s..i;.i',;‘;:* .4--, ---:: .'4'. 4''''
'4P'C'''':1: kj.• .',,- •-'%-',Netiil-V-'•• 4-0,nap._ gl...---iv,-,-.." ‘ ,- , • ,_.
t, --,--......,._,-... .: ,..ft.,•-•:-1.1.,7-.- ,,.;,-'7' . ,.:!,,A, ',“-.1.-.1- ----4,•,-.---• i•-•••• ..... ....p,
, 1..e,1-...-- -,,, •,-- . ..s.-.. ''• : .- ,- .•,a.41,' •'' yel-• .... .„ .- :-..q. r•-i t' t.,
...'V''4..,''',1)•,,,t`l!,•,-1:-.4e$14;"'.-;0.4''..' : n.,,,,. : :,,f, - ',.*:'•41. -,••. '77f .1 -''• 4 - i'• .:ri--•:;,..,•7- A ;`,, '•,•i.,:', Ai i...,.,,....,.... v....... .•--r.....,..z,- ,...„.Th• „......,,_,.":,
tr.,^34:4 .",..f..._!1.- 'w -" ,--A7,-.--.,!:7Z--).,,,,,Apitf... ,,•"411A51... !,,,,,,c.t. ./1,rear::'!'. , , NI •,', _•••;i4-7.4 :.• tl. .--.V.'',•-• -,- • 1••
&...,''''..•..,:;s1C'_•,3.‘r.,-•-,V,•• T, :',, .7t1,ilr'.'"iirt-i,:z"Zit'f-1,1•1'41' f-trld,,-, 00, - ::Clp:0 2 4...,,- , . •. -4,41.p-,„.5, •::•0. ,
i
.,0 •001 .4,'4"..50.0.A. . ' •!--,-- '
''.441-W;4!...Y.iVII. ,e.,'!' .J,;,.: "...A.-. ,,. - .' -I, 1.• • ..-,.4• 147",•-ret;• .r.si.,:.1. r ., ri",'.1-• ..... -.---4-, Ai: ,7•,-..- , ...,.,.•,,•144, ,. ,.. .A'-s
,rt
. .,
...7.,,,..,„..n.„.„.k.k,„. , ..,•.,Y-',,. ..a•. ' 4 f#••••'''A .1.• f,'•' • F'11W;4';111 ' . •1 v."'''-'' '.-••• clk., •=,-,,,..r. • : . • , .. et f.:... Id t
Zii*',•g!'•••M--'44:1"!••--f,..-,¢ -,,.- -A•••• ' ....,.4,''.•;7,.."P'.• 4-,.. fcr-°., P•IN'z!* • ' r ••••---.11-- tQ . ..1 :":. .. ' L g•-v0..% I •'..r‘' . , ' . . *k -.'-,$... •,'•---.• :,...- -,1-•••Y•'fflig.',-,,,,,t-f.'
•,- .4,,,-/.-..:q!,,:.. ;-••• ,, .4•4',..61:1,41,.'-.`-,,,,fdt .:4-,..:::,.:::k4.!,-„..t , ,, : -• 4 ....... .,_. .: . ...,_i_—: .::::,„:„.. ..,,. .tilt 44 . ,.. ., ,k,..
...: .1.zii5.,,„-t:.I.g,:.1.„,1,..p\,,,,:k4L.0. •J'„f-.1.-7,-.7v,,,m i'.,1_;,-?,;:s;1,-,-;:V:1 ' .::::t''....: --' ..-• . :,' 1,ziajilt,-,.,,,... . ' ;;;!.. ' ..:-..tl• ' .• - -"-1 . ,,,.„,•`,. ,';;-', ha c.-'N....vi, • 4 .,..,,-.-..."„;!•
-!;- 4-4•-•,t4.5i: ....--.441‘-'-••.-,..;.--".'1...--4:-•;:„-...'.:i','.3`,,:..' •,-•:-/.. ..,...;,-.:,-., •,; ..- 1 t ..... i ..,..;,••••.,,-:r. • ;-1 ft ,,.•,, 4.”.-r,..r.:-.-; .4. ‘i.",`a."44,,, -,....4._
' 7', - 't - :--V • ',A•,-- r..-- - -- , ..i .arr. .1.!..,-±••::A-..ii:
t'4• ....-''''' .•74Z-''/s• '',^k`• '•';''5',V.4'''"71. ?!.,-...iiii.-4,g-z. 1,Av.i.7.''..--..;:. '..il.' .- ' - 1 ". ,. a•••-1 •• .:;:o-v4....-.-4.• -'‘..;',-r•--,.,'ir,..4. .'-.*%..-W, -,,,,..49 ---
7 i...,....,...„. .: .. ,t ....,_„... .,.. ..,,,._"....,:,......4-.,„:.7,4:;.. . -- • --- -
. . 4.F.cAA-r- .1.4.-- ,f,s,..4.,:t:.,,',-•-i,--4...tiv,kz*-3,-Akk... 1.4-ibtqq:, z.'...:'• ..,
t :',..1.,v,a,i1:,,,„.--r:.t.. -:.*41"it',....„„.„Av -%-- .:,':':'^1,..txPil! -1,-,-"%er.,,A- 4! .-4 -.- -r.r-:77"t---.11.1 ; •,-•' • -*---4.-7'''-".Aro . 1 ..-Pa-' %vl '0F9u5'
,;;;ii?,V••,:g ,,..;-•...*:'..-2. 7,..4;,,.,t, .-,,,•v;.-,'IoT,,,',s--,f, •..• - -...v...g,.e,,... ; ".,4,i.J,,g,,_ • . ...'tr.. .,... . ,4..„. i.,..,...-._,I,;&zi,...,4 etie-Attiitt„. , -,-,
----.• •yr.n...1111-;••,.
il•iTir.."';',-X:1;11•24;'-•>-'--:4••:t-1.1.-. .1•411;e:oteil..4i,g' '''.1.',`('`-.7-1>-.A`;'-' 11)1.. . _ -I'dm-=. ------
4,4:3t,:im-44,,ft-!..,..lgt,-,?.........-, ..""- i'•-.7--...7........-,.....:::',§f.i ,m-irc '..-----
4' - - -ibleAllite.,;1110k0 r----,"'"FcliPIA
"' +-•'•:,.4 •• ' • -,... .i..,,sb.
.s.,,.
, . 1 , ... • ,._• • 1,:ty.,.,--.. ; :. 1 ,..,,,,
..,.
'•'±'-' • ... •,....‘•q
•
r.L4',. A .)
.;-.•. 5 0 ..:Lati. Ai itS=e1Ribewr.. rr oacialer.e-raru•---4s"--4314' ' " -
,i.
----.0
- . . .• " . . . .- - .... .,,
.. . . .. . . . .. ..
..... -••• .. : -..... - .. . ..„ , . . r, . • ‘
... : .
--:). -
,. . . .
9
PC
n( -4/2/ 7�-
- fo11ffY1/V 1�1� 3F/1 sic = a2 x -90ac a vikvai 32M/12W as Q
7-29
977 az 4/9 "�9 �
• 7 /P
ss �
-6 = s$ (hJ /i1LL- 277071 , r 9 7i)/1) 7J
-V9r) os D-6rgf -714,
Rygiers )17)rei :-Ezte'. /vi
• .
•‘• • ,p -fiV /e • z077(v A V0-1-/11 ' /6
i/°*g ..•/ (L�04(97 g,9 :/ /zi0-W 9 QC17u-1i1S
• - . e" •S S rear o/ z c/y
. 6'g c .
•
'iy99 012V09' ( O2/ 730/q rA
?IP Z�JMO7 3j11 0 )(Y.& '
•
-734 ' I 79 7' .. f�Jt/6/7 0/1/l709' h117051 -P.///)V o{S Q.V/
57i*7 4
/ Z. Z2, 7/4 ; 2t72._?
-7;469,a/44,-/. -, .77'1 y ,•44 5r// 2')r s 1)cp4, •
2/01-4?11'ivo7 J/Y/116
N2A071 A
.c,Q- ds,/W 14
Lv,,vo, .r�f�ds6•
5 7 t11/// a' • X YQ ' ldw C.-°Q1 ©,,✓ 09 L
0171 61 5 V- 7 3 7/4g. �- 441/ t v
./fi ///TO/Ziil/6.- 2 47-
re
S/& /6 7 /hv V d/vE5- 7 y e /lye-S. iv S. � oY �✓,�
63-1? fir.) G4/"Ao 0- /1e,V Sie y
£./47 ` /A/OfcTr/f
OV A% 6-m' /
cor rzi-G r-ms.1 410 PV/1-7-7- (E5Arg/Z/ fd1 eEi,1EW7-)
5$TiT/rz 4°T /.0 9->il1vG-
caast/eit "I etts7af's ; /SW /-W-/Z
Mb 7Z$ 44-/c 1541c . / C/a
4F-Pu/la/&47/7-7 Aim-. 5- .r axisrzikozwv 'r '
N/3 dal s/
19/1-1
if) LEy% 41Fia 7i247-;/-7e- e)c)74?
n,e2d 0i ,9 - 'vc r,..1-1700/A1 . 1,14/2%4N6tr. a O.
6-6142-73-. LOC/9-7Z13 o 4,�i , l k1 � BEVEL.
50 u d. . r. .S°'o�r// �/= .s' 2/z fi4 - -/,11G. ('5V
9/c/6'9 ( 67t ' 73 0,.1 75-a/44
PVII 9 1-0 70N c.
Pie,v� .cS/�24sg_
74A Gzc' ---- 6/6 es-v " -27014,
Ole-sEZ • adt 404 W- 3 7 z
5/16/1- 0 G '19 '7- ,s-v ` 9 544
�.� L c*-2 5/k----e&---/e. - /Iy4d LC
4/Z2acJ Q04-40 I 4rv6 7
9/c44 e /f ' _ 7 3 c/I4- @ so ` 7S-1M-
n1161-(14
S1M-fl1&(14 p cd/WP4.C7p2
53c/3*- @ ( /9 ? 9/d4- 37 ` w4c1611
. ,.: ;.;• T.84.nit44",•:4,..,4,1:ii:4,,i.,:11->it.i
I
-.4, 2L.,.• 4. k „r,....: 84.„,,r. •.. . ' '' '
4./..T•8' i.r..744'1 ,:•, %-.N.k. .. 8 , l•
,
, - 8,-4,- -f-7•Y"..7.;•.••'.e?• .r.,, ,,„k,ef,,,„..,
. -,„,4 qp--,,,.,,,.,..1- . -ip.:;,;.,'.' ',;;':',..•-:.c's.,:,,. '',',,,,tp.• ..- '• .4', '4-,•c.-','--;......' :. ,. . -,.----p, - 1.. . .- =.2.4*-0,..t,... , -,,,•4„,;0 „,,,, . ,
-, -'. 0'...',;',', i,.,,,(i'e,.:-•:, '.-:•,t--p,::-,N,4••.•-,e1,- , k' ',A' i-,b• •,4•4.7. -•-t-ri,4g, ' -" • ••“,..•. -•:••.,'4-;7..7 ;:,,'''' ,t,k.,, ,.... • ,1: -41 `1. -
-,,,,I.,.. „,.,..... 4 Vrtl. 2 22',..2' . '1•.•2;' f.t .• .48 14'
"," r 2•1.4.'••....",'••.';''' •`..;.k.:2L,••"! ..•:;4',..:!2:4.'8.'84' , '‘'' ,•" 1.- . •••r ,..''ei ii..%....D'r,j,,„ L.
,.. ‘" .'‘, :.'''"'i ,.', ''''.'1,:..0.,...''•.* .l.''yOL17. •,'"lt,13,,,a,....6 ''e",tf.: ,......
PLO ,,, 'Jr,4.1":.. ",.•.,........, "i'.••.2 .e.......,•./e;'.2,,i....4.L..z., 11.- ,•,„•II, L'8,prt,.4,84.8.r.w".••••84., 47.2,4.2;8 , r.-_,..7..c, " •,‘,..., ,,87.2.„,ga‘r, ,t4`..:84-2'.....,,l', . 12 .•1. .„,..
,ii.--.0gm. _ rr 'i I!1 cl.;,-4;,- :4.4--;.0219, -. otr..-• . .y '.... :;:r.•'"A'''''! ' •-*?%:.0
,......4.„,,........ ,...„,....„,,I, ..., .„.„„...,:,..,.1...,.,4,r..;1.„,.',, w..0,°- ,k,, -."si,.z• : -4,00......- - '; .:A, i ,i -,.-....... .4'.....p."' 04..t.. *4: 114 .!., 6'.imtiottii. :‘,4•• .
•.:, .
,..r..;, 1 ,..4,,,-..u.-.:„Kr-.W.,7-441.• ,, 0. •5;Np:-: i ,4,4.-4.'. $‘1,..14! •- 5,8 •.•
*
,„ ,,,,, W.' 48.:4-4•N/ •.;'•i,'•••••••• - r'••••*to. .. ••• . 14,q In-8..L.' • •• ' 1. air ':."
'-:.. ,t,i....11.41:r,,V.,....:A,‘,54./..,....go::,',,,t4:11.1.5,,Ill!e2r.it.4,:tv‘H.74'.,110:41,4151t:te,:a...q-,4v:ip.olli:-,f..,,,,•'fiii..5,,.'lk;,..?....-AN,:.0t,,,,.!14-..;11‘.14....3,..a.-titr...,:c1126....e,i..:t I:'tr:4..L.,:;','";11'il.,,:...,':4::14,:wrr:AlSt.s:s:,..7.1-?....r.:•••,'-'11:'....ine'75:41.4.1:01"-:,.-11:inorlu-':..c, 7..!...,:Z..1!"`"":12.. 1..,( .../...t,'e;i71 ,i,..,:t,
•i '.... -1-4 ''.X.,P1.,f1..ittl,':, it3•,...:. 7,>,t•?ttl",",eiy.,r- .`:. • ,.e ..' .t•‘''..•• 1.1,,,s•.c "•11.14eS•el-Ir...,• !, • ..,s...,*.t. . 4, -4,' .:,,,.. ;;-' "'•,., 37', '..? t ti-:.;•.,..,;. ....,•„„:.'.',.',%.:r.-?•..::..,
-•F ...',to ki- - ....,"g."4.1.,-..,..., 4%6,, •„lipli: •;••,;•:2k.•,,,V.42,4'.t..:,1„.',2k7;„.•'•••to."• •,.b.,.,c..,*$ i 4.4,7;".....!"r,......4"'• .',0L,..-.,..:.',4,,,..k,.,,..1... 1 ; ..:. , .r. ' «.,'',„,,,.. .,..„1:4 ,,..,,drAT ki.,,,i.:..,1, 1 ;..45. ....:A i._.:,•
1
•4 , ' •'% j.' 1.r.g7.'sV4rbit'C''FV, `;`,.,.`il.:-.S.-ligi‘3..'gr4i?A;14.,,''.-..4t.i',•;".''''1,•' '"" '• '•-" . :'•'.• 1,4 " . . ...1.,' 'L. ,,..c„.-;t.f,4if'4.,16,. .."`,.:.n•2,121•L'' '.-'. •'V.'
' • .81 s -.8.,C0.-.•••"; ..0 ,•',14":"3•1•.,'47;*..-,4.4.844 '241.1S-4,,•"412?... 2:,,::',4•.• ',,.. ,ii• .4 ''' 2...,f•--e.. f,„ i.. ; ,. , 'r,4,"
' , •t4t$.V't4:•'•6*.'I''''-2, •' •42 •••••:,•,, •!.- :m•
-. f,j;`1•,. •••1;••Itelc.,:.•''-w,,„ie,e..•-le..‹,-i.l...N11$.15.,/,' '. if,':,•• •'' , '': ' • '' • ' .5' • • '• ' 1.` '
1:,' i: •
l'' ';.,;s.•'';',,,,4 jArl:'.+A•rfr'il?"4"ii:z1,V.4..,/41,.4?.1%44:7;1,citt,.''.•*•:NW,..- de:I:"...; ..• .•1 i'l --
''': *II 1: li '• .r.".:• ., • .„,. • , -•
• ' '.t' 41.:4PSANY4'.:4141,1t,' -'6,,i4spa)41`.41r..4',.,iLl, il;:"' -. \. .• ,!., :;,,„;.,,,.-.'iK.,-:,.;:', 1 ; : ', , „.4., , , , •
i
' • • ::'• -',...'..-- E•'..' :.:. :`:. -• :.,..
; • ''',•'''.4.VAV'ot,..:.:,,..,i,W;',': d'r„f",51,;•• ‘,4iti-f, r$,. 4. . •„, ,
. .,,, , ... •t,s'..1,WI.'4'4.••. „8.;
- ' .'•V8•••••:7:,.Y.n.,....i•;• ''••••• ,r''''!, ',..,,,,,, Ntt_.„,..ii,/1,---f•tt I.:,,• \ , „,.. .....4.!....,, :. 1.i ,.,?, . ..,.i; ...!, • „ , , •- ' - r .t, • ..,
i. • :....:ithe,a:47;,f4t,,,I1,7,t,,,,,:.4,:ttpir'lie.itli%14,-,,i;.4s i.,.,. . ..N.1.z-,- ':it: ? 41:i;,..".'•f•-;. It!i.: V. ' ," 4„..• •., .4; AP'— ••:' '''' . *;•,;,.--• ...,,zikl.,,,iN ''
• •
‘11,1
';'. ',•f,v•:t:,'•:';V't, ti:rt,':;:v:1?;4,:,e'kt4:•i# :',.„0`4,.. •,,,.......1V,",:•:.„•.ty,,, ',. ..,,-, – r. .1,!:., i.,i ',-;, • .,..4e; . • - ••••...7; At.e ';'-- . , . .. .
:-. • it'F';'.4`L'• 41!';A '3:::••°40;tiV447&!. ''.3t-'CI''i.",;'.;• •rt*O.74';:tP.iitt I,•:' 'f •.-...11:hi.-;.i't‘ •?iiii
3.
.,-
,,,'-...4t,,'.,..16,4,,,,;..'.\:.:„i . ., • •••:.t,..::,, ..-J
r.-....,•;•.;.1
''1;';‘''
. :.• ili,,,r454U-'::at...:Vt...4li,.1,C214:r.,5,.:z.f.;.,!teesi.!;7,.. 11;444" jallem."7.14„:r. 3;, :,41''' 1421.:11:'111,.„...;l',,4„,1,!•..i,..':•:::::)..0--i3.1;.;;;, ii•il ,....4,17:*
i
. n...: '''''1.•-„,: ,. • .; ,..1.'
,.:41..
.1.
,.:•,,,,kvlitqt.‘t',1:..,01'44 4,i.;:.;-_,..-.4,V,,:qq;a1,,,e'),0:4101:c .**Pt' .7..' '140 i I I 1 i ''
!t...::40.
rsf 1 .,4..7•••te.,,,,.......k. 71.4,Afer...vrti.,itsp.14*. fykiv.r.,,, • ,4,i 3 .. i •-• .-i. -', '.. ,. i ', ,te- • . ,-,71--1.445„1
4:1.1...,..k..1.4 ,,.-,,,I*4.1.1..,.1.714.irit,.1
. 1t.'i-L,..*,1,:- ''iv.',•z"Viel..'c'f.:5-..r.„„,,,,,-4„,..40;-- ,.,•,;i4,*k. -44‘.T.„1' ,t„.v.01, L•'::"..' . it. '., -' 3.1ft,';:l'i :
kY.*.-• .#-
,----.
w-' ,;ii.e,' 1.41- •4, ,t...41.1,-,, .Ur.,;4::.-. .,•:.,:•:1*. ,,..:1•4'., q •i N',11,.'.1m r ; ••1 • : :4.- L.• - ..4.1"
i v: . „iv/6.6:-.,..,..,.,..4.,... .,..,,,..„...,,, 07,,v4„..;-,*,o.,..„.. , " ft. 4..41k..'44,-;%• -• :7 .•' 'r.-14 113'‘Nliik-.1. 0-2:::14:4411 .21. 1 ):4'''*-- ••'''-‘1;• 221•••!.' '''''.C‘ :4:
''`,,•-',.111gair-. ilt,t27,,„^it,..,,7 •.:•-•0.,Z,IVA, ..I '•• 141'.":. "4,44. ,•-A,„r • i le'...• •, 1's :.•• ik a.; 'V::'14'I;, '11.L• .,', .. ' '..... -. .u. ..,,,..i ._. '- .'1!-:/i.f .
' -'•-• ••s••••••tikti .'-'1,Legon. •% ',..1rw.„-"•• . ...,-• , •••••' ...-,•'‘. Ai• „ 1 - ,t, •-t.•.„,.:..
IF: -0.,i•
3'1 - -211?-z: rt"-ti. - ,.•••• . ..?-0 ' ..x.••;411;a4. •t.....Z. ,..",-..-••• 04,,-,..• , i ...•• ' '•‘-:• ••,.y•.If l'•I . 8 '1,81' .4 r,INASZ . . ' _:_•-ed, ,-:•:-. - • •-, ..p.,,• t:,- - -.0, .•••!-,
• .:
a .,...:!r.7 ,:'•••.•;„.'.I.S.:: 4%...ir,ikr..,- -' - '•• -Nt°44 .71=-,,,44::...4....-,:.,, .; i i,-,g •,)1, ,,,, ,. ''s 7. ....
•-;.• r.,.. . ,. .,. ._ _ . ,P;••••
• -.,.;4,.;ire' •,....:_,' .L._,......,,,,,•••-•- ,..%,,,,S.<:.-t A,-0.i.-z1-eci,t1 ',,.. e,/,,v,,V,t40\zil 014.,•,: ..i -i, -• .: "71.!I : . . i..-. ' ...•' VI .. • ... 4 11"1 ..-.:-.1P"--A%.4?,.14''''''!'.:1-t.
1 , I
't.
...6'-'7 '''...7-r-W..2 ''''''' .1.144'-. 44.'MV:',..31'. '7,1;-1:'Iry,&" iit;e7.. .....„ ''''' ':it ; :_.,,',';.% •41,1 .!. cy.04 - R
t i
4,1' •:•,.-,,,,.. -4t -....; ,1.,..1,1-h.- -:. 4 -
' -.. •'.
.,.: il 1,4'.1t,?-..z:0--sl'i. 4...A4i4if.--t.,‘ i; :-. :••,,,,.,,,,,r,c,: ;',.-0:4-i-,*.•--,-,:lt • , „:"."".'.f,0 Is?li ..i •:,- - ---,-.----•,..,- . , flt.,,,z.&,,...„„,...,..I,. 2..,... 44,,.1,,,,e. ..,-
.,. , .,„,..,..,... .%, .s:;,•„,.,./ . It, ....,, ,,, • ,,„, • :c.k.,',.,A-11 _ „....-.i.,,,-..;11.• • ''l„-
.,-, •4..4/...1-PQr-•••=,";4%,. -.-'4,,•,_ ,...itz,ta.,46:.• :..4,4-3;`'.*Ar„. •„:,-•'"' Vcf itt ,e,,,:„,...-:":::,-0 it L.. • OW,‘ '`;."'•:' 11"-'4-if..-=&...,""t.,:--12,-5,1.--''',...71-L'Ilifito
0
..l, P grs•L:. ,i4 fkik,...4 ,tr8:4/•••..,' -•'.....Lt::*.-1.:;•V'•• . • z ;44 :'..ght,,.'.4:ki.y:8;,,24.414..t. L-. ••••-if.84,t2h1 I 1 • e
,
•, „:, .. . ,,,Y,A,..•-t,••.,.4.ivi•-`.• ,!•gir:tAi •'-'::,..-- . ....•• •••:•-•'..,,,'.....1-.4.!;-:••'-•••'..,W•Eiri'`' ..,,,>5 i•;.I . \ 1411- . .., .... ., ,,,,,,,,•',;:',f' #.4' .-'4,.,-:,
i • 1.',--i:_1;ii-4,1,9.:-.47,...4...Ap. : -,.....--::. _ ..;:-.',. ,5,-,-4,,iii41,7.,....,',.,; ••:::44 il il:,11,1.•,,: .1.-...;;••:, ._ : • , ,-- , -4,,t4;51:4...i...,::: , .,-,--•
,y- t:iirmmr•.;,!,,,..;:,:,,,...?I ilipir, •;4:,.:\c:iy. 1! ). . '•'-', ''. •t0,...(4 -; •.,
•r,,,,/ ....'".•4'. ...... '_
.J. 1.
• ;
•,.yAi . .
nr-11. V
•!,r".• .,.... -••• • • 2 ,......:•••••', , •14•4,1r. ''''•••":'-•-•----LL •;•4"-
r••• ;,....82-01011r9r:.: . ..• 4.i.• ' 8:8(.. • ...4' •• -4-Al:,•4••.::•,••,..:^•?:. ,. 4, 9C41 01••••h"- \?"I-02 i•••; -_-.,•-• •,•••••/" ;.--'•••• . - '...-, 2.1,.. , ''''11,14....,3,.,,, • ,.../) t
4,4V 1.. ,.••••:.1,: v- ....-.••• ,v• ., te,trjr,t,,,,..,,,:t.,-,-. •=4.. I..' •;-.4 :.4, I i .0..', •%- "'kr. .:•v., .. ....,,,R. .:.1, :•,• ,... .,!,f2.,,, .„....• ...,..4,:,,.
:: . 2,...:..A
I\
fi
• ;. ,. 'F•i•.....;• _. •‘'' ol . •A,,,,•,.• • ,,. •:,.,..-1,..-:., ,, ...k.,.,• ..,:, ....,.. .,... ,,-,••:„.,.....• i. .....q.:._,, '•., 4„, • .
,,,,..„..„,, .,. 411 Ji...-.a .,, ,..1f.----:•• -4.4.,„ . 1;,.- ...1.f..'is.%).•,.-! zi, •••,,,.'.-. .\•.?. ..,,•.,•::: ..lfz,*,)„,;,„-.-: ,,.,........ .f,... • . ,,...1.4;:!.p.:,• .,-,.:..,• ,..:.,j
awar..07,
. ::: ...,,•• .‘ ._,. .. i,
.,,....,•:'•1.:. ....,•• ,744, ' • • . 1•4•4•,&•,:r, i',Z..,-..,i . ,• ::,. •
4•••••••...••2•:,1 "t 11' "I•'";47.:.:,,Y4, .4.__•'..' .; • •••, --''':,.t•A-4:•,;':1 1,- ..."°'--1 . 14.-•''.'...,,,F:
'•‘.::' ••:.
, .
'7. . ..:'
1
.f, •• ,,,, - - f el:Itt.,
Ittir41e7. .;:'-':,...i.,:,';',,,::.r.4.1,20,,I7L.,....,,,,,.,.‘,:„.:,,.21„.4:' ,...,,,c.::.--. :".,!.'...... 1,'..',.••,:.--',,-:::,,,,,,'.i.h. ..-..:.'r,i . . ;',.''..1. ‘-'1,-‘.,.: .•?., .3;.p...-'..''.7,:, :_....- „......' :,..th....-.7.,,,;
. ,-.. •,', • -,.....,..,.._
' :•.' ,T1-':.:..,.'; 4,..,...., ..t. ..„..,. ,e,..1„„ ,. ,....:., ,,, .,,. .,. .. ..... , ,,,,,,,,.,, :,..,.„.4 ,„,,,,.,...,,..... „.
,1 -... ,.:.. '..?:•:;;:,..i.,0,,,A,Ln.,....1,c, .,,•,.. '... , ,- , ,/22. ,‘;•:::::• ,;.:i.?„ .;',,-. Iii, ., ,.,. 1:.4,,,„,\ .•. ..... , .
, . _ ..,: .......--..4, '. ; •I' i•':',.• ;',.Ali\,-; .. ,I,t).-_,A;;:),•lib., . .,.. .••••• .. I:::.ift•.; '7irr7::V;i'Xii, t r.
• - . :-...•.]:;,,,..,,,, 3,,, ,,....., ,...1 . a. ..„..,.
I i l',.?,'''‘'.41;. ia3',.'.;• 1 ', ' •.,': .. • ..'-- ...,,'.,f;/;,:.,'; .';';.,.:',...:7i:';:' ;II: I. ',-.. ;;-,,t,;;*.W.A 1- :,,,F4W4.1!0'.,:,.:2;::' ,7XF.,9-•- ".1%17 l'ir;;', Iiiii•
i,.., -. ii.,.;t. t.:, ____.•:•,.:, ..,.:,.0„, . ,k„. Az., , .:. .01.4.,„...•y...... ,.„ .... 4.'::::1 li.4,,•i••••• ;•:•.`4•?•\,`4•:..4.?4,-;ties/Cc.... ',"•`,.4-,-'7„.-,,.. ,,•••-•''',,,.:',,.•-, /4,;gi.r.if•ik:::,'... .‘,• AN, r2'
il • .-4., . mitib+0771.- . ,.,,,,,, i.,.1 •1 ........... r. 4: • q.,...t,.7.V,i, .1 li V - '..rti,f'4,"'''' 1Vi. ,0 •%71•I' t19;. 1,''iev,„-..-1--,,,, ,-. : •-•14 '-'4... -tir:./.'a • I 4,2:• 2
• •Vev
1.1%kl•
',•::- 1
.., . .
-",•'''';to '•411:J. 4•,•;7' .•.:',/ 8,2f L•1••••:.4. •Y:.: "2.-tet'`, •-t• !I : `.14-,A-N,i •.'•"2..* 4 11"A i"'7`.414.1:or. L' • ' ' ' -1 Va,-.14;2'3r1.
-, i. • 7.14
' ---:"..;715trq, ,,je,44104110110.41'"A''./..'1-• ..-";'.411%,,,•••:II ; • ' '.•-•Pk.i, ,, .,',44. . ,„-,--, ti,
' L- •..'::. - '•,-.-.-.51-:
.' . r ...,:l....---, - ••-,''''4-:;" , • 4 .,,• _ipier,m ,.r ,,r. •' -••••••', ,,,8'er ";.,..;'A -,.;..4,,-,•,,,:,:, " 4.,'Ilcr,. ....*, .!...-, , ,"a••• ....itlgo•wtfts. ,• • ;14,,,1 -,_-----" '
1-
'''I''' •--
, . „....•- e.., „, ,/,,,soi •,.., : ,! li 4.,,,.. .,rrik . ; . ,..I,Lrf.,
it 1-
_ . 3.: '40. . -,,D, - . .i,.••• I, " :-.- ., '",; 4'..: ...\,,, _,•.tp. : ., , •1;.5,•3kii:,. A- -„:,:. 4.75-1'•'''',4",..,.44,a,...„,..---‘..;•of•-''..t..4i•>Xt'•.eL''-"Ar'.-':- -* . •- ',....
tiwi •
' 4'••••t' ••••`-'t :.- ••..- -.'',..'•,.,i. 4. i• •;••;,,':...., ',...-/ ,,,.....,_-..a...41-rt.A.41 ,444.-T4c,atko....t.;....F.,.4",,., ...,",--
/
h,..1 .
. !'.,'v•Pe. -'0-4-,•.-__•...I' -,!-•-.=.• .tivi 4 ;...,• • ,„ _ ,•€...‘..4.). .. • = ..:. ..i ,....-i,...3., , - ..,...,..i.a5-.4;..,,v0..e.v&kik4t-_.;:rilv'e,..,,q.4.7pet-451----,-4,1 •. • i).'t--.,•*.•••, ' ill- Ic'''
f)4.
_ 20.17*.r.ctr-_-4-/-:-.I.14•••-••-;-:.•.;10.4"81..2.4t , ,..,,It"TiV •,‘ ......;•• ."..1k 48.../. • ...44,t
%pip i..4,-a,li ; • . r , ..„,:z.„. . ,,,,,:„........... •
0.- .
,•• i r..."11 ., ' •, .• .':...1 4,''‘1 ;.. ,-''41'..e3,` ''''' ••• r.:-.'.;;::".,,:•'-:'.• ' - - •:•"• -------:-'1g,!•,.., .10;•..• ,''.0 'i.r,,' ''','t, : .* •') - ",••••24' ,1*,111/2C:
. • , ...,.•,',,,dal . ey• --.:04 •,..,....'.: 51.'-,L,', 1,-.., ; '...H. ... ..... —.2 .!--11;;q:-.:r.---t:.--,' c 1 .- q-4,7-irtk, - zr, ,m .•- • ' VI 4 !•A . '• ' tA....,-,
..,. • - • i.:A...0-4.... ot.....•,ih 011 ' -.L..-. ...._:4.,..:.."."..Y.......1:7-...s.::::-.---;„...kr--c--' - I 1 i I.••f , a tak;'• 2. d f.',' .11t, er,•.:":•-s-4 ".,, fon.4 '...,-•••,--•1!"I. .-• tx..-"--- ••••>
......., tit.r..1.,,-l•'',...*1 :-.:•••••,,!"'L'_-_-c......-,:-....--- -71,.. ,,i, ., .11 s,t ,t i,;ji,i.1.., :%.-4-'44,,,i4,14#•d) 44-7-7;',-,' ‘.......,,•;,,,,'--. ""4,*-,.;44 I . .....;-:..' - =•.c.,- .,.i•••
pow j
-----'-...-7...-: - -:',-... .......:,„ki.:.-.,=,-.1.- ......., ,T6•1, . . ..
, ...-.•,-:'" ! 7.-- • -- .- -•'t'. r-' •,--C,' 1/1.: ' ft 1 it . . — -p:''.• . - .f.. s',I,..:',.r.„,: , ,,..-.:„.... -.1 i.,. ..,--.1..,;,.-cs.:,,
.•• f. 1 I I • , "-4'.. 0'4 ' ,/fr - • • 'ef ' ''',•: r., ••-.7.,'.• 0...IA,.A. .4• -V "... . i .
Va..
• "M• 7'..-•4-'n•••••f--.; ' • • -114v .18'4 . elk 7;lic •,. .4 j• ''• ';• 1.i' -,:t-4.,*.ir "-V ":•• '2•,....•',A.....:yr. '12: c. 4.,• ' ' 8L• 8• :4,
.., , ,.,,,,,,"„k.,, %. 7.4•.,.,,, '.. ,-4...,.,. 4,•• 414•4e• ••• ?I', • • •I• •4,2..t;-,;." -••-y....n• •- •,.,,' ••
.iii#14" - '1; -'' 'I''' ." '-• ..:.'1! • , ' k :•4•4$4,' fetk,. .. ,T,,...,„ I; '" -.; .,_ .•• ,• ".,...:g , .. vi ,:-.....z. ., , t.„... 'r. .,. ..t....,.,. ..,.
•'•"'....-...... .it.,• ..464. :kk,".:VE•.,,,-., 'z' ,..:';!.'a•i F i'V',,hr:Fi;'4••••:1 ..''t.' • •' • •V.9 il .:5,,' • ,••• ,-. r.4,;„t4,4 4-„r: ., . ,;„-: ...-•-•:. - i ...,,„ -....41 . . ...,.
-"-,'-,-- ...r:;-::%!..,, t tfe.,tv:-:?-tz,s'-,'",. . '2.:10•t * 7.$. r--,--.:',9. ,1244....4.:..,': ii.II,: Pii..,-1,..";t7.'..e'5'z.°-•.{,/• -:''''''''`>-,4•17;i2;12.M.•',:,;- sc-' 4"...7;":'-44CAr--.*.:"7.''
1
,f,t.,,,,,,. -::..;'••....,.. -.... • 1,-.4•••';....,,••,,,:-$. 4.....;,--1.• .,,,,, .,,,,,,,,, ,,.,.or. ..„4. ..,,,‘„,,,,,...,17.,-, 7,;,,,..,,,.-'..,kj,,t.... .e....,..,,r4.) i.,I/iy,.L.,..,,r./.,_."0,1.1: ,,;„.. if. . ", . .,.,..-„y),..:,.. '.:- '',i.,1; ,-.,71:,,...:1.4.‘41- '- '
.1 1
1
."'":.•"?'''"IV N41.-'• i;?'''''' • ''''' '''''.."*",-4;x:-.'s-4,.... y' 4 i ;.• •.... ,.., ..t..-'- ' - '. ^' ".:3 — ' .' I` ''-."'
;'`.' .':1/4,,,*•,(::,!:::::,::,Ijkl,...74.,,,1"..r.1_1 '3,4f•: .... '4.1!„M.:' ,,i' ••''"7... '44' I 8 i k 18 I q, '; „..„, 4.6411.'1 i.. ' -- • „. 4.... c.......I.i . _, . •
-4.t. 4;1,• -41 ..',,44;;•-•-..)-`,-,;•4'.?••r,tc!*.f.z.',"',...:,'. ','"...,•7'4'4,- ..-4,,i.`,,,O• ','I ,;if'V..; ' 4114.4N a ••3' / '''•••;''''e•;•i -' ' t?':'''C''.'a -5:k'1-,''''.-S...1L.'tt
Al
••- . "".••.- • tt• o• .
. .
‘.• ,•‘,.A
.. ...
i•:,„_1,.:At.;, :.-4 1,,g7.- ..,..4-?,::' :.,..,,.!..f!! '•,',J.,'•e••'• '•':. •',.•••'; ,,,,,,,,,..` •' ', , .'1 '....-A' ' •••-••••br'' 1.21•41 , V.e:,-.• ''. :•••-).--;•,.,,A'•;":,1,4"• ,-7-,-,)-,...• •••gi.:
•AgAiApeg,I.:1•;.,.... ,... r,. ...I'll,:.,.., ..,,.., )4.!, ,,I.,/,,•14,1% .;:' , '..;.1,71.•,:%i', . ?, ii,„Vt.l'• 1"-..,..4. .,' :t . „.,,..t A.A...,-...:•': '',•••sn',.',21. .1,1,',....-:,,r '',',•:',E.-ti„'01.j
R)1:14,5-:.„- '.A''. "t '••••••:••3:7A,...A$,0•••••••Aif....,...;:'. ''',';''t '.::', ,•''•,,..•t•'. ,. • j;. I• t ••:,t i . ,,•••••:,‘ ,j itim :it.:4,. 4,'25N...., ',..A.,,,rjqi.,,,,-4.,?,•r,rr•• 1,,,•.,..,•. •'_.,• •,,.; ,.
:::. •,.
:;..:.-.:,.., ..,.'i,'..:,••,......,`,1V..-4.11c:.,44..y.. .,
" '' . '.--; 1 .i.el'....• --' 7 e• :-Az .j• '::', ,, ;1;7„'il.•:',,•-•;,;-,1:.,:1217ilir. ,...q.P.‘:0",_:.4,,s-5,, .. ., ,
•
,-
• • 11 r,„T„, • %i:;---01, 1-,,''' •.` l'•'• • ;,""i • ••'''''',;.". ..
• ,,-t ,.." ; '.fe...t,"4,:i• -v-1,--T;;'?::!./7/''';,-"'. ,' • ' • • . • ----
'6-''''it.' e" -4'7'-.••••• • f• 1 , / :•,,,. t 1....,,. i .•. -i‘'''''.' .".,:,' , .. ' '','--: ,.,••••••q,; ..-.`. . , " , '
441
:';i:.!,,,•,;'•2" '', 4:Z•• -ism •4:--2,'-'•••`'/,:'-',-- ....e* •.,,'•,. . • •“"'''o;:..',!,...,1"5",,,...f', :,- 1 I, ,4 i •,...•4 ':-. :•.‘•/' I .„*.14.4.,18:44",.'•• • , • .: ''',, • 12, • • .. ••,
,74,042:444.,.4"... L. • • .,88'2-".••/rAnetii,. •
.:•!1:2,4.? . ! -..; •• ?A/8'S.-444..o ,,,i.tt' • •J,....
'Vitt ' ' .." ,'. '• • • .=•• • ''''Af-' ••1 4;1;r''''''1••;-.40-11'... ;t1..... •••i. il,I.•ji.!‘ ./."'1.4.-.'(.... 1.1.•-,) yl t...- . : *'•,.-.""'itf,••••'•• •ii"PItlier...:TA.'17''',-`,4%••••:'....."•.'• el
4••..e ' :•.1 • •:''':• •• "- .1,-,•. ,•:.2*'4'•.:'="•-'• •• :••-; ei2441`.''11".' 1'4 i''•;t: ••2•'11 ' ..li " • i . '— ..... ,,r4;,,,—...i. ,ki., -,.-N. . ' -,-4,,,,
%., ;.7,-...'. 8• (..',1 4,4';:f1.•;•,45,1'-AV.,".•,•-•••.`,r,"• • ••••..1: ,i O.'',',•1' 1 i t , 1 -,..••,••;.-t 1.,...;:.,..L.:!,:4 p.'itik,.,.,,-,:a.4;„, .'. ,'1:4, .V:''.. .Av,,.....e,f-.'NZ."'"..'.',,r• -,,,i.r% '
....• ..,,, ..: „4-, "..!;', : :•••• •- '',••:,`-' ty..,••,:'`Alt. I, .:i • 1., •,r..'s,,.....;4•AL.,,,Iv.•• •-•- :....••:,•,,... ••••',..:,,,,,,,..:zt",•,,, ,f;-.4.4 9:•"1:24,;,.,i•.,• ••-•-,:",4
::••2:4%, '•:.- 'kr> it( •••1'. 2- ."..."-- •-: '''' •"'1".';'•.,.,. .4:PL.ArA.,,f, .--. IA 1,,,....',. .. Al . 's...... .1'.',...• r.. rril
-A :. '-'-'•:• /ri'• h‘•1:*...:,.1,.•:,,.:44i,..,-, -, .
'1''-'-' " — ' '-'- 7.*.-''''..'t .'7•-' -w-,..,•,.'-:4- L-'..... '..f-,444 r'il.W.:•',; i 1.6.1;:', .;-4 -;'.-',. ..,.,....".;',-,44,.,44:$!' -,...• 4,. ',....t,..,...-!--,:,:.,11. --•-t1/ ..i.,:!.
. 14. 4 i .. ..f.'.' '.-• .-: ";:' ,if.i 4,1 it...l'i;•:-"4....:."11 1-•:4 . .,,••• .4.',$, ; ., la, , ,11 ,t-. 41,•.--,? - A,-!* .-:.4.,.. imiaw,2,1,, .1,4 .,.•?.• ,. • 0
,7 Ilpt ':-.',.: L.-1;.••-•• ...".1#4/...., ••....,. ..1".t.4..;'_`.:et, k''''. ,:-..9;:i-A,---. f . 'v,.. .. ..-t, ..,. ,,._,A, .•. ---.,---.,—.7--;„ '0.4 litt:::---1, ;1, .f......1.7.1L---.4 . .
1
;''' .!!7 ''''.- ...1 -.-A.7"r 7,,s.41t7 . . .':.•^' ; ,'''' ,e'':-': ' .- 7.:4. :.'A 17 rigP,_:17,4,1,_,,,.‘'.;.741P:6 .
,.
' ut Zi- . ,,•t .-7 •vc"7'';):,.4.:4-,:.,,V1,41'4Y.-- .,-,,,-, ...--,.-:,'. ----7.,;:"','''''13 ,';'• .1' 1,• 1 .‘ --4T.,- '.i, ;. •••;/•••'14.'8 1•4',1-;.°"?. ''''' ;•..' '....?''' "••• '41•• A-414.:f4.-•.--'-' .
!
le. il
1 tr• V',.. ..•••;•:•J -4 4 '+4 1.r.s.q.,,..• •,', ...1;:t•,,":"..t ,.,..,...i,,,,'....-i.,,,,...-,-...' -,I*,,,..•••1 8 -,. :_,....•,. ..,... .., .:.:.::,...::..::-...r. :67. ,,,..:.,...,,;,,•,,tri:::::717.
.,i,84 al.... ...:. •L',..-4.-/•• .. •L•• .4.2..„4-22',••,2•*,i .-,Idgei;r :.L.' ;. " •,...4v 7.."8,r; ,., . ,(,/•" '4-•• 4._, . 8 ' :48, ' "?fil;: 'i 8,844.8,•.- ' .....:.• • 1..4.•;.." .7'•••." ••• "• .
. ';,,;,.',7-=',;... ••';77.;•.; .->.ii.i't•Vi;_t'.4`.,`L.rr.t.7.,:.,F, ;:•,,./..,11 i'l'111.‘,/.1" '-Ali) 2?.'.. .. :''' '.-:"L' ...•:;;;L:4.7"1.474•1.:-.''*!4'SL.fi•-....„-••,,....',--AR.-'''''.; •..7.;,!:',..., ":',
)
i-Tp,..„ _ •'.--,41",/44,. f -_,,,.i.44 .•;.• ::..4 I.,1 .•,,,, : —..,.,, .,., -.,- •.,. , ,-..,.•,•-,-, -47;1,, ..i.1.- ..,. • .7; •••',:;,-!,,.....:- ••• A,
.1 - • ,,t. fr.„-..., C.,`,4:4-,L-t..•.. •••:.-,-,,,,.^.2' ,.„.„.„ •....••••-‘>•;,,17-,,,,....itts ,•,••,,,„•"a -•",,•(.iii •,".,t- •.:•-,.‘016: . •,-, .,,,,,,,,,,i. ,- : ,...Ai.z,57,t,,:' .- t., Ai .1.4;j:L.,,,,.. .7,-,-.
•. r • ;•. ,./',,, w• .,,ti.' ,,• ti,...-.. ,,:.4,...•••• •- ,',.. ' •
la,-.. .,,I....; •li.,....,,,,,;;,,, ..',•...-:.i,x. "- ,.• •,;.•..,,,t4....; .• :.i...,,,.•14, ,,:: (-ii:,.::,,,-.N-. •• i,...'.,.' .'.e....- - ..4 7,4"1:3. .....*,!...%,.,t-, ;,.. -t"le...R.'
. k .1, -I....A.., •• i...,&-".,..1 no I- -• ;TV 4 p.z.. -•-.-:::....-,.........--e-..*.1.A.1.. .... %.
...Id./ P......' t . ,, ......... f.."•''''••••••-•',.,:.: ,, • .,_ ,:s,1.1 • i • •. ••-•••o W.. !.., V.,- , • ''..10,k, •••••, • • 1-'• ...olio:4 r .,, NE.,..• , •V..
/
t.',,,,,,••.!yt1
,' . '..,.,. 'I' 1 / • . LL,re 4-L• '''..-i i•4 0 "L." .... ••••• •L••••••'‘. •• r.'''.1•••••••V • na8i
-11 . .• 1 ,...72, ,0.4.r.-44 •84.;;2. "7"..4.84'4'' • • ••...:..•,;•.,L8..',..7.44.•'.4•....• L..'•••1.• i 8 8 8 ' .4. rt.kific i.1 •••• .,e, •• —r,•,•,. ‘ , ..r--., -- • , F.-- It,
•\..,,,S,
":-....... 4" .,‘" • IP "i',' ' . ;It .;:'!0-•
r:•.A I
,i•iii,„;.10.. •,/,!:•:'-:. -•., •,'•141,004f11,---.!1",•••!I, . ,. ,, >4 ft • ••• ''''•••••: *•,, , -. -• -4,••••4 : • •• •• , •:1,'„,:q." ":. >'•ri.'"0„-%;e:44 r. :-l'''
' "•• -11,..A4m,,,...e? L„ *"...,>` ,,
. ,..z!/:,.e. ,5: :':11.:.:,„;:',":',•.,.:.;:t e'`:,if):•;; :•::-- ,11.., . ,,,,,,,:7....:'....i..t.::•.i.:?;.,1 11,..:t,......:7:1:..i:,.,,,,...*-:•:,";7:-•-•.---, .1-::.:i : .... '`.'?...„.. •• ,' .,,,,,,,,,o.:7„,..va,Jo ,.. __ .1, i(e_A
44,
,,i,;',`-.:-41`' ,''. -..:S.:-I ''''' . lt , .11I,• • A • -,. " ' •;,-
••-
..
‘r'
. .. .
- "
4'.., .... .1. •r .... r..,.: . .4-
' , ':',;r-Ar 'R 1•..'•..-- - 0...., ...
, •/•'... ...:•:-,.....'7,it: 1
. -:-;!..:11.,..,,? -:,.,: il. ....:,,....... .:::,..,,, , , 4. , .'...,",:',A'',.,:::,,,,,, •,, . ;a,: .111,4111:1... ,-.‘• ,•,-
, / 1 .411-C--.: • . , .,
±i 'i',.'-'--A.71..1''•','''.i. 1•i ' . • ' `•• , • r ; ' ,t.,,,?,?.,,,:-;,..'Y , . ",;„,;,,,i, '''.•_: . ...- r„,,,,,l'•:•.:, .
••."•••" -..A., --kr....,,,-
4...4„. • . . .,. 1,...J....-.. ,
k! - -,k.,-.it• ...,, „,-, Ii 11 t,cs- . .4. ' , .:, ........ s,,,falst. W.,• r t.'...-.4- p -(4ri V.:22''
r lei , - :'''-:,..-4 i.i.li•-• • •,.. ' • A • i• , .I1
li•''' .' "..'t sili\:::;. ."...2' , ` 2•""••'i.' *:.'.,••••.'-. .;,-,14;II •, . . •:1...4.1%.*•'4 .;;;;;..:..';.‘, 11. ")Vstt:;*.,..y.:;:•2-,nrik.?‘14;;;;.- ,Wi-' it4 ..i..:, •
'''J.f.::;,,iii.::413.,life:'•iii:il...:-.....•.: c:{",:t1.;,,;.: '...11fe• , ,
..4:r fr/••• ; I:.1 •••,,, -' .:• ...,. • • . ' , 4`.7 '' -'?.N •e"....4'igk.)..4 r • 4,..: ',...'''
...ki,, ''••.,*:.-'1'.,}•, ';'1&•,...41.. •••'''...', ."" *• -.# IA.. 1,„ •
DA,
-
• -.‘,., !*,..4" '•I' .*.',1' ., ' ' :''". :3,,,,,,_
. "f"....".,-17,00:164. "5•1 :71,'Ut %,,... . •', 77:z• •,..4,e-,
:;•,, • ••••,.. 0 Q: :•'••-•' 1 .., ••
• ,;t
i 11 ,s
. . „.
. • ,I .46,411111 14;1:5,..., ,..',
‘..'
''' .41.4:1,Z.,r''. .'IS1• 4P. • )0P* .4%,47",.,,... ';',>/•
•, . f14.:,,t. t'•V• tIN,1:14.'t•• • .- l'!..:,...2414•'. - .1‘ f-iir.f,,.0.,- ! f 1 ' '•:;.. .., ." ' ? ' , • •• '
*
Pf,..."1:-.% IMA6P,;:\' '''':,;;.,..' .r,'1-P,;',.::•:) •111 .• : A 1 •
!I.' • - ''.'i• ' ' .•' ••48. Ar,v.f:L•",,,t ..1.It01,11 .-,,,r4,, -e.t... .
.,4:„.;-„,,,,'• W-N.V.s:4•"';•."` '..:'.1 !. ':•--... .• ••••'••• '''. t;•' • `. ' ..,4. r., i. _ .....„....„....„,..
•,•,-, , , •,.. • . -- ..,.. .. ,-; .,.' ..:. .-, ,„... . . 1.re.t1--0. %e, W*.v.." 4. '
v0..0
-..sk''-f.',V44.44111jiik 1 '4 1:•• ,-41i..414'17 ,44/VO '''..•A . • . .• r
' ... ,., 1 ',„:: , ,,, • .. - • • % • 'L• '• Aan=1'4 .Alkl. ''Vq••:: '4't'S-ftS ik..•,.
Y.
.11•;,•L': Artemo..• :r.',4 et-lir"-' ' . ,...,,,-..,: ' '.- ,,f,..•• i
,.• , . - ' •'''' • •I ." • - ', "Ayr ii.L.', , ri-. • '• .."- ' ..,.., •
,.,. -4fA •v t'• ' - .:, •-leit'Or'',4•A••• '. • la- •,...: ''''y". 't
•A''' A--'''':..' •r • ."....% ;, • " 1 ijri''..t' . J 1': •'i.•• . ',‘'
''. '.; ,..•7,.; ' s.' W04141F!r.4.Yimi ,'i
....We OW' ' '. • • ••',el •= //'• lt '. ',. .; , • •`:, Ir '',. 1 .' ... . t. ,• .."...ift • " ' srlet4.4%•.e, ,..••••,,•,,,,..x*„...1 lit.,,,,,,,......,
-,
, •,' ...A - •?'4"a" •'•‘•••,•••!::-•• ,1, '11,•is,-..m ' • ..-.
i.•.? R„'. •.,&' •,...e. • " ..„2,-21"-L..- ,,A! • . : • ", 1!
..• ".101',A'c'f'' .. I ,
,.7.' - '"•` •• . , .. %,.,;;•,,,,,•,,,,
1?f•ii--'..---- -.',Z1`.71P•1.-',T.''''', F;-;',U‘,,'Xi.."• 4..)f, . ..'...1 .,'‘,, ':'''l 14;i• I•• •
• • :'' ••••'•"1'' '• • ''..• • . ;•ii '.if‘4...'•
,-,..,;,.4,4;y1s.,r-...-/K,'-• 1 ; ._
, •;1:, •.1...
. . . , •,.4 P.M; .1. a
...• ‘,.....i,i,,, :it.. ......,. ,,;••• ..,,' i :
. • , .,i,;Y•1•`'.itrig'7'..'•': , ...r,,, i p
..,
..,-.."21--...--,`,;,.;o-t•cr• ,: . ,142,1,
•V't
',••••' .•
,L.... ,- -•4,84 - ••••••. . -:4..".;74-i .1 t •
: '..• '. . ••' '. 1'it "*. - '
. . • •" '• ' • , ,r,
, .
- ••t•.'..,....,-,,TA • 4 .
,s' 4'. • ... • I
.4 ri,:.•'. ritialU
.••(••ea:- 1 0 •& .8, r ,....•••.... :;., -r,••
. -
:• ! f. . if• 1. •,,.. .... :, . 4. .. .. • .., .. ,
•q::=.,_,. t.i, .•4 .... ..... ,„ 11 I
' ,.,0••--7..--• . ,iZitil •:t
1.,•
vil , - , , 1 - . ..:• . ,,, ,
, , , • .-, _',. . kittL ,
- •. , , N , . ., ir,1 -
we.•'%...2'..v i
• '1..•'' • . .! 4 • , •
L.84 r
•-• . •1• ''' i
'''''•*••-4 ••• J.' ' L .. • .-)8'r'LL•• . .
...2e, • - (s•9 sc • '• ' .'•
.,.;-: ... f,i'• ..v • ,4,....„
. ,..ft., .. N..
• i:- ' ,
.1:: 4:-' '
,4 ,,
' .-- ,, -,,,'L',...1` • i
•• _., ',.:..••: . g ''''',' - 1• ... • .1.
...
'
,..
. • . '.it" ''' -1.• '"3-''•
• -
. " ',..".. - .,'1-,14, • 40-' ,'t • ,..-,44 . . . ,!!!'q.;,";..,i) :'. ...-_ ...:._i, ; Iii 1.; 1:
. .... ,• ;I.• • . a ..ri.0
t;.• •., • , .A1., :• • 1 i'.'V
••• ',..; • '141',.1 ' •41 - ''',) 1•,••• .•..,.• 1"1..i."..s, S. • ,.-,•,:i I 1
II •it, ' , •
. - • ••-
•*.''. .. • -•' ...-' ,- e.e.6 .?1-ilf4,4':,:r- .AA.:•' ••• ''', •'1: , • ' . 2 • ' , • 4'."? •;•••!•..` .
tft;
or iggii/e.frio!t• ,t• •
, i. 1,. • • •
•• . -....;,---.....:H.-.,:. , . • ,i
...:;•• -TV,ti,o.1 •-. ... • .- I , ‘: ., ' . , :4, ... ,, . . ." • Q:
Y"i•
41. I,.-1;..?•'...4,7r.r......:..;
l.i;-i•oe.•1'•',71_,.k.418.4v(i4l.%-.•,;ep4,,....,..;.i3.,.0,!(,5,f1'•.r,.5i1:!1),,.ti.,..i,i.i•.,7.:•..-.1:::'.,:1:..:.,..7`..",..:,,';.,.7".-.....,.' -1'•i,ii l,i,.•. I1;i,
1'
•c.',.
.. ,,. .-,,.. . . •,,..:.
. .. , - .... .'v•...,-.„„',. .'...
.,.. •. .-.,''..i.''t,.-,.-•-‘•.„.„•,,,. ••,...,-.......„,
•.
,,iitt••-•,. 4;,,,Mi,•,. -1,-i, LA 1
•;•,....
” -1-—.4s:• ..,.,.-L,,.:,I -s •• 1 ;,•.' .
I'
,,,\ a • '''•c,72,0•?-•-'7:.• ':,:-- r•"•ei.l••,,, . ,•• ,t . I
I --..• 1 r - • . . . . . •
. „ • .
- ,• ,i...;,..,444,;,,‘:;potioniet - L,, • ,,,..;,,•
P....;
1'..'..
•• ::4 '
(\.
'8, „4.: • •• -
..t' ;. . 1's..-, ,.. •y.,:. .,! ...
•tr.,,”; Itii: • .3.•N q k• ,.'40, -
,,.. 1.. . 1-.tir., ,- to ',.••,••F-A:41 '. ..' .•','•' ' i •
.' li.kki.474i .1:01 , ' I I' •
I•••,, t. ......2••,,,V, . -,•-i••i_ • 1 t )
t•i•.1...`„..1.4'4`'• , 2•'" - ' I H.
." 4.,li 1„-1 1 Lit..„......,.1 ..,, .. .7 ,1'4 • ' •• 1.--, ' . 4
4 „, ••rioe. r•
•
4iIiit*:Iir',1-' • --- '" ' -- , ' .•- — --:•,-.., ' 'I 1;..‘*" • •,' '.' ''' Pli*"... •,t`4,-t.',
- ... , .. , • •• . ... f,,.7, ....0 , •
-. - -, . •,... •-,:-. - -, ,.so-4: •`'',:i 7;FC•:''+••/: '''
' '•'-'4fig I,,_,,,c• ••••••i;? • - : . • •••,"1:t1 ill R';4'" .".>:' .1: /1- - „dr, .
:11,... "...Ir., . , . . , .`,4 ::- .i..,.!,'' ' '...", 4':ir''''A,71.1.44 . 2 `" '. ; -;.'''''....• .,.
• 447ii.
..I. s .,.. ,,•-•s•-vilv.,..'
,,
, .
p.: ....., ' '',••:'-', - -,.'`. •,
• 4
.,.•
.la.. .,,,..,N...., ....,,,,Plipl...•.1 ...
-,./4' •';1
4, .
:r..
i,
tt•:',
1.,.
1-,1/4•;:j,:
'• L, ILAzza•.wow, ...ors*k.--41...-:: ....•%- ••7•.,...:•,„•• • •,, ;• .r,,
' .':. • ,1'4-.----. ,-, - „A......
3•• .....,:r......,-.. • ,1.1 4'r$i',A .11, ' . l.1.4" . '''• ''''fi...4.,':....
. NM
• ''.•k ' ...',.•,: •1' '''..."..". ••••:• 4,../..1...1'• '1. ," I . /*RIC) ‘. '
. 1,f. . •• ' ,iVi.1C.,
'..../r1.1/
' ...I '71:4:ci ig:. d , :- . k ..:•sr,:z.' ...••• .
" 'k ,4,1 .1?.,4••• ••• • - ' t .s. C,. ..•'k''",,t' r 2 '• ?' ;'•
.. , . •t .../iF/:, . •g n •
WI
1 ' ____: ,,, •• -
74.: .' • , • w••• s-',.....,,,,,:_tv,-,;,:,••• 1:,,ri 5.1,N I.., .1:1, I., - r:4 , t;,1111 ,.-V., , • '''., ` ' '• •2 :- -• . 2•" Dz 2 '
.• -•••••.• 1....:-.
. - '••••• .4.„,t,i ', "..- ,..-••••• --i..„.1:44.-::9:7_••••••••" -•........., ...e.';'....?..4•:,I-, .•••...•II• : !,,.4.. , *,L......,k i,r,4,(.7,?...L.8,7.., 4. ., , ,r 1,, . .L,„•,,, ,.,,, , ,
\ . . • .4 e••••. - '..••• ‘''-•-••'' -• ••''--4-:..L....••• •••'•':17eLikISV ...!7.'..8:1 8-,,.. ./,r1 .: • . •
Ifrr_C • Oso 2� _ , 9 4,e9r Off'
QY4'ogy n,2(77/* 77 /` re/6
74:3-72 Ov1 rye JJ/-d/7LL 2/3 7-2 ?/4 7
i<9/c) ( cLs --tiFf Ig vs-4 0 -1/ei. •
2/..,w2/ -6/9( -9.pagiv
rvol % 22, }-i-- -L,'-9 VQ
6/917--g6. (Lc` ‘/E77°O / 9 0 -V913 G
Y2 — aveQ Mo2/0/W 7- 3Id •
las � �t/ OnQ/
M7 ?/l.'�7 g�
1130. _3 2144 PY
?/sofa 9 IV) �J
y _57.72//S IVO z29 2/1.SY•le2a .,<//'15. 9 At2
?1,9 / _2 - Z Z 2 7/749 _S (92 Z �/ .9224-.?Pki-
� • .32MI9 :5-21a-12 d5lv/ 76'2 sna741 _24415-
64/167P/.4,
4415'P/.4, / v.9//1-V ) _42-4/n4
(-91v/hyd) ;svalo- 1jVp
/1/4'/17-9 �C�1J ►
_g9/!-9 1 i$Val gcjvt _g/7._g
• s vai2 ?9dQ -4//,1 /--/-4/j4/976/7d &--7/e/24/S1
61/1-e-) o-s s
AKAI /—ve/-9 's• c S yAe/rA 4 g s3✓✓r7 • 401/ G 9/ 2/S
• -fr , C? _ -9R/0/al/A/ern- 97?/1/ 1f' /4/ • y. ."
L
2� 2,5"-- 91-
'92ETf y T,1'7O, (# 8/*) GJ//6LA,0E Vi?2//4NcF
ZE/E7- LEf
.EAG/4i�= : 7 9 04:51/2- ' Ca `
4 dc,�� Afi°; 79 W(3 G) 5-0 '
`c/ /'l/4/6- rMzT; 710 Y. gfc/84
/0:?S,o/32
93J 67i ' _ 79c16/9 g5o '
/114-6,e ca )6' 774crc 4c U67/4t
46/26'41-1-r e4/, eE
9 744- e6'/ : 79c/81 e s-
7-4-14 G4-rr: 9 0'd/Mc . /2/2 ' n ol6fr esa`
PLAGi/)G- g54/ /E/z 7O f?'o.266-e, ` 7-2,43,9
/0 �M
WOO( 4cT/l/,I-y ó- 7I47 , /J /S E CDt�e,e2
IV ' T f7/e7172.0 012 DE7 GTS e
NE4-/?.iigt/e 1/44E-/,D -A(7-(424 i-1/6-75r-tiam 174e,a0.1
// : ispcl
•
,
.. • ...•, •. .. • .k... •..4,••• li y,..'••. , , •.•, ••• ,• . ' 1.4., •,114:- 4'• •••
`• ''s ''''''17.1‘..'''''' -r•••-••'• - .:.1.• .• :.•e
•
,
1.'S ,;••• ". ': 4 j. '%4" :';' ,:k. , ; It ., ' • '.. •'•i.•' .. •''. '
, v
ii,c3:::,4:1„•.,,,,k•,3,•;,c . '..;,4r.•..12%::,:` ''''1.!....,.•;4:1'l• ...4/„...;.,,, ''''..":".4•1••' ' 14 t ,.. 111,•-•1 ,••:••••••.. .1 ,/i L.,,./...• ;;,„ . .)- ,V.• .!•/. ..r.1'•2„stir- 4. :•.,tt....;;„, •
1,....• 0,, ....4,4 •• .'i•.• .,'''. , i.• -,v,".,••,,,•
; ,,
rt. ''. • A.4 ,
4.- Its;• , 41 g•'.4 -tt .,. .t.'",`4 „,,.. ,.., IA
.1,•k. ' •fifil,•e? '' • :14: ..4.--. t.: 1,'•••: ....r,... ,-. ••..., , . .41 u.)
' •/ '' r..1',..‘'”
.,L'•0"f•-• • .. 2"L• re. ", L. 4 L v'..
.v f..•-.t. ,-.4 . ,.- , - ... is - ', ' •-•.:1'.
.....,,
•,••
• 51,5.-;.;1 • .4 1,• -.., . •5. .11- _••,_ ,,„. a ,,•••••;t• •..:•'•/:'' ,;'; "''•••:'•'t. •'?ij•. kifiltVe (...)
. 1 1 t••'4 •A•t•P'••• k.— ' ''''' ---•
•vo . *rfcc• .t: tst - ;4 ....... ,••.4, ,,.41,,,, • , I
'4•••••• 4 1-- t't,5,21 n''''.f” ••N v.,..,,,,,„.„..„•4.444,4.
, • ..., .... •,44 ..,••• ...,....r.,
...t
;•;;.,:le#
,..-;,,,i;co,;k4;1••,;„,,,;.4,;•:.•..1•;•.•„A:4, ,••. ",t,'; • f.` .'. ."''t Art'At 'N J.' ''' cjr; i s' '4.;. • ' \/
.. . •
•ig 7-..:•1 , ,;-, • , ,..,,,,y47.,..t. --,.-4.. .,•,• ,,,,/ w,,,,, -,
•,..•.t..,19
-,-• 4!fl'-'..1.,•••,4-4 • ,-, '"'
1.i.
' •
.-, •_"!,.,„ A.!..".: .;:.. .-i,5,5,,.4.... ,. .. 1 .. . .„,.4.-
"-;I:fil)
N„ -'" .' it''' tkiti. k, 1
'
. „
, •
:•;(1.~.-,,' V• • ... , . -•; •r•tit 4.; - r•i.'"'rt,• ''••••• •••-c• •
.-
•i...1, • t !,.;. . 0.' , . .110'i. r4 ).6 n, 4.-i,, "'°-•-•,/,V,`,4't.1.;.•-.,.-.. . ,f,.. -.:..,0--,-.
....t,, . . .
,/ ....r.,4„....... ..„ ,•,-, ,...„........,..--.4...... ...6:4144•
.•,.. .
,11 . -.1 -;,• ft\ . ,...• , , .• ,,--" " ,10.4.4 •,•,1"‘••••••••2r.24.-s.-W•••. '4.„
,'.1 •• •L -• :Ili 4'.',•."' `L''' .fL.'-."Iikk'''';‘,4:Nety.ir•s,' i •••• '
L r...Twiri• 4 / t .4
er
„iff'
• - -if • • • • '44' • , -, ' a
. ,.
...,,,,1,F,
•
.... S , _ , - 4LL •.44'••• . ..A 11.‘'-', )..',...:
. ;: :411; 1”. ' . ;I:' t '• 'rr • 4 -',0
- ;ley.;/:,;:t •,''''::t".••'•:.. 1.11 •••1 1; i(tl ‘ '•
•-•,,r A.. ---tr,Or• '•-• • ' It,
''',,s.f41,1,i•, • .7.:....•,•,',14...; .;,.t....•'..4.: .fit'
• • ' ••••••.'neet:40.* '' • '...1^'''
....'
•• '11,4....t..,.• ,.,%1IY, .'..A ': '. . .•'>, •. •, I 1 ..
• "' t'tt ."..i. ‘.):W. •t.• '4, ie.- '',630 k • • .. 't •1. . .•
."• '
•-•-• • OrT.i.„,r:' ", '• ,.12;,':.• -., ...1,1-;I • • ti ' t , ,,.. ,...•. . 4 ,I . ...„0>tt .•.. itom, ..,„•.. 12. ,5..: ,),,„
, •::11'19., ' 'i.s.-.. , , ...,-,-4, 'T. ;.'. .,,-., '-;t"..i .
•
. . ,..4...,..,..„„, ;•,,,,,otr...,„,. ,:.,,,,,,,;.,,1 , :. ,„ ... . ., . „.-, ... ,,,,,..,.v,.....,.,...) -f 1,....-....,•41;?Air-•?•,... 4,, • N.%). , ., ,•;. '•.••
. .
•'' ''''''444",1} .‘•' 't-`,•i- ,•• N''V•••..,•..•t: ••11 1 . , ._ ,.
' . A'%, •,' .4'.',. 11`'7'''.,A,)`:.: ".% 117A4'''4 '4L . '''' ••1':'•-
•,,h...4''L t'.•11.1 Vgv ltr '''L'46'.41r•s•'t4 . L'.;I : i. 4$ . A '•'Y • ' '. . • l• ' '-•'''. ";.0•'' ' •°-&,•.„.1,4
-Ter:, .. ,.
,
- •"..••srto.-v- lit*.„.,,,,,,,...Y‘1,, , tt, , r k• . ,. ,..„ r. . sr
• - ,...„ •, „,,,F1- ,-;1.,‘,Is ,t
,•
,,... •"...,...: ,-t ..........- .. ,‘.....iixv,',, , .,•!.N..,•• - •
;•. ,. ..,,u - 4, ,•..-0,L •••W.,,tI . .1. ...t. ,L1I,r; . L....* .. ii •'4,,,1
' ' '' ' •42'': •: . •••4 *lir
.t., ) ,-:., .. ..4,-, --,..A,„:„ ...,. .,4,....,.,., 4., ;4- •
••••''''"IYA.!1;;I',1 ;;,Pr''''''S `'.'44,1k 4S• ••••'41,l, ‘,.'.tt,..
\i•,..1.4 ..s.• .2, '',• .; ;', ..',•':•••'..• '''de4.t.! • • ' 1 .' „ii,i.l. •L
, - •,.
. ' • 4 Iv vf4V114.:v.k`L'l . ;',•,.e•V.'.414te...*.,kaZ '••A ••• . . • '.'• ...• • .,•0 r....... 4,,' 1, - •••• • ••--,`..,' ;, '',..4P trw..!:.: .......'•i.:.:•• ' I
,
••
,.
''',... '..,.gda05gt''''...74•VNA. ..:•••4.• .,, r ,•..,.;:, E / ,-,,,qi'.?k
•
. ;4...iv ',,i.•••1;•+1;falsi,,p,x4:2,:i',;1 .t l'ili rtr . t.(4'•,:‘,k.•4,-,T"..i',_,4; '
•
"' ..1ri.:•*.• v if;•".44'&•)L'4'1/4.:•4v. '•4 1 r.Z....41W14.•L':1.-• :2 . i ... ' '.. .,
..
•
,,„,"4''‘P,.'•,211:•W•''',,,,,'c'Y'4A4310;r'-''.4'••.12.9i1V1 '• ''..;'• ''.• 41.4: • L
•
. -,...-'4•.'• " '' 'Y4.7::,•*:k.kL`rg:..ttizt;r--',pz.f. 1,;'',.;', .••'-;• • 4$1,:;•. . ;
. . • .
''''t ,-,.-.14•7?Z4L1L 2..--.1.-...6.troertilm 4 5..-_,„;:,..,-,f; ... • It;4.,4•,- . :
; • -- - „ i:,.. -,,,,.v-..,,.../‘... •.'•et:-.4...t ." t-,.;.•,••• •- ,,
,..: y,..,ve,,,._..,,,„,•• Z42'.":•kl-,'",..1,,..-cot"4.1.• IAA?A '14.'Z'....,•
• ... 1:...It-y fi.-i• : T;;;;•• •••,,,,.,..ii..,.,-, ,s,, .e,
iik••-•V---,..1.,..; -"...P0-r--100.,..it.,44,,.::,.; r,,,. .4,..v •,--,--A . ,
', ...--As 117.4..--41.,1'.'',V441,-.-.P i.4 ,2;1 l'F.) .,, . :c.,,,„;.41,,-„..11. •
,•it. -...., •',••,..4't,'..•-•'.` ..- .;,.,.., ••'. ;;•Zej.,-'•.,; . .
, %:-..• .•• •'',...•'!.••••.,....4 .-'. -• -. -•4,- ',.0).,
,IM-g•"„_,T,c,f4;41:::t..*,'...,414,,,,t,'4,5,. '7••• };n ,,,b.•''",.:,,.,:"`0,14.•'76;. .,• , '/`•..'\•\.'. f- 4..,..''.,. ••„:••.- • • ' •& •k' "'• '•?":" 4-'.4.•,-• 0.:. •';....3 ,..11, •4„•,,,-4,,:,4^!4,t
.1.
''•'• •1•'''''‘i''''C••'''''".*V •ritsiiV..-.& z.''••••••;•4 sx• . -.F.1';,.. - i••• • . 7-- •,';. ', %. •• •.: . ..1 - • •".• : 0 ,4 44 '.I.., ‘•vv..1.4- •• ' t„. ' ''i 7V•
. tfi.17.,V4' 4..."...V,..-14•,,,in-4.,%.,44.1 7..„-....,-2 ,'..,- t...,*,,,•,t,.1-7,*1 '''i,,C•4••;":x, . ,I.,
' ..,...',, •,'• 1* .,.,,• ••.. -.•N•
' -r'• '-?-•-rectiPP;-14•",4 ',,,,Pt. +.* -`-‘,- ...-v•iie 1.1 '
II:"-••,*,''''*..... '' 4i1;...V. '.4',4:1)?,•,''''',1. &•fil r• •••5 .• .„•...1.•,„',4•4-65, er -• . • ;;. ''.,. •••,••• ',5.5',.... •,•••;•`',..•!.:5 30411., • ,•• • ...lot •••••.••.,•-• . ••-2:: -•t ••••!"1-. •
....
• :' •`'.4'.•••• ,:l•t•,$•44* 0.4b•-,4,40••-., ...,:4Cke•:'". ...,- .: .. ' "" i . . ,•,,- ?••, k;I....,-i,-V.-,--ie-:-4,--.•--''-'"--„t'i.'','-'-'• "t",•:---•;•,....''.,• ---4-1,f•LI •1,-T4:F:t".=•:..--• ,-.: - •2...-L•4,'
4 - •••••' 4-.•-• .'• ,• -0 '•-•- ,•,.. T.i '''.--:7- '' ' .
- ..,'. ,4"'• '.. ' :.:•' '..,:•. -i•,- ' . •. -".44•A
, .;-,,•',7• •••-.4,P,r-. ,'..,,,:,•••••., ".'n,•--...,;••:. `,41 ,•••'4,'''•.t.s,t„''-':•••.;,,p,i,.q 1, . , .., ', ' , 7*-7 .... ". .e.:1,'.,' .. •-' ''' -'.4111 .••• 4 "• ,„,..,"4.1,11,
. • . .•••"''':'Xit. ..ett4C.‘tl 44, 1'41...ii•L"i'''' '44',4e‘ . , •:, . ...y., .- - •.....:•-•• .,..•••:;,.4";'•'. . 4 i'17:-.,-!, t.• ..;.,t,1;.;„: .• ,,......4n•-• "j .... l'„:.
•'"*„01r i rgn.• -•'• •'• •PAtiTt'; - !".., 1 'N'e.,4. . •••1. 5-•44''f" ,,. • :, - • -': .• ,:s.-4•1` .4*; • .• -•,..,::•''; :•';,„1,6„,•••••'*%,:t,r.,..,,„,.1 .. )•-•.•::4,•;.::'-'::•••
•,..t.,..---1.4-, .„-'15,411.1*„.tt".•**' ; . • i.;',.;.,
',Y • 0.•••,;,.;'.„ ,‘.
..I' t..
- :,,. ,',,k-t• •t:-,.,....",".1. 'lr tl: . c'&12:1:..vip...1...-44*et':4' .:, -,'.'.,'•• %•'.:4...,1. .,s1, .,:.,.. .' i . ,I.-. ..'... - .,-..‘1..,::',;lir'•al.44.1: :•7i...
.....:w.. . 3.
., 1,1'ri,i,t 711-4'',..'...t:-•
i.,i.”.-4,,1 ••,• , ;,..n. .• ..,
\ ,.I. -,.. ,-, •,- ,, - ...1%. . ..-,ar- • , it -,04. .N.,:k...
.'i•R5:3•••
m•- •.,,...,.„._;:-.••-•.,,,,,,, ,..,• .,. •,
. 4 .
• ..`i . '''Wft;Vr 4"-•••••::.• i',1:4",'''ri7'.4'iZIP•r41.1;12.".;'• 01: "•rloill s.'1'4.21 , , ; ,
• '0 f ' ••.4,
-:" ,149,Cf."""""`••^",',1...'"" '1 '!'z."•..-".'"• .•."""::. '`, '''''" ...,"' ,,Iii"•0•1 •. - ' '".•• `••:,'• ' : ' V -, ;•' .•• . •
•••it.. ":: :
.•
t•.kerbaek,f.. ••.,4 • ..
."4-1°..r...;'•••fir',D.': t:',) .1'-.. •;','...'; ,/ . - '''.. . '• ii, . - ,.. . %, t , ,,,,,;i• ",i4' .•4.,,.4
' '' ...", 723i.'' ::'1'4, 4 . ' •
. , .,;i•pl. ' •!,•1 i ..•• .? -"2 '• •
•••• •N‘ • 1.,..!
,..
t••...• fv.....,. . . 1 ...,,.i. . ,
,.
. . ,4 3.4:•••••?,-_,•-•-.1•••`,;•2.••:.
5• ...
-. ,,,.LL-Ag,,,,„,. .•;•-t • , , - -4. .4•
I I 1: 14_ .,•i•. .•,,..4,.. -J7-;.1-•„;;`,-:..,5•••i. ••. 1• .,,•'-''.•,11-,',..-„:,•,„,`• ••1',..'-',4.:'•''`......! _;•*:1•-•,- .,,:.,'',.',-- 40,,..rs: A 1. •,k.•,41'.'4...i 4,' •-;:••-•
. . ' ' ..,1.-/v;":••'"f' ' r -, •••4•rilirri '1'. ''.' '"1 1 . •=i. IA • '':•';. 4."i ,,i.'ii-3,r4,••"i';';0•••••••'"'.-- •1 - " i;:•,,...•#./p;ie...., "•••;.'...,,,,,...,t' „ 1,,,,.+.,,Ir ',.:.•-•', ',, 1:1 0.4"=.4 k
. g,,-11—.5.. - •,., :t„„., - ii"ir.• •,,,.,• • .., ,.., i.,1,,, .•-.. -• .., • Ac,.-01;4.,-.:4•0,0.4.1.\,,,,ng.4,-.,... ,•., ,,., ,,.:‘,„..,...?;---,,,,,I,Y:',P,-:.:.• ,,,,•% '' '',,P ' .:.''',* --..:,osil,:-....V Al,r,'',.....--_
•..
!,:to,*•;,:, '.i.r.4„..,./1,,.. II;•,..•l!5;,',,7•-j!.i, -,:,, •,i4 1 ,11:-...:At v•,....,•0011.-4•-0.4,-1:, .• -r* - '.,.,,•\\ .••,.t.••:..:••••• •••;,•-i.. .",;..4:,•,•,i-....:•-•,•:•,•4•-•. - . -•'4.•• ,. ::,-,4 •• •_.,,•,,,..- v.,--t „.-,..:,
- •k, • ••••••• 5.1-,•,L •• '.-•.••••- • f 1.,•,.•-..-- • • e‘t,tEK. ',',t,' 1 L
irct",,'.-4-.17-4‘., •cAt.:.'4r..:/7 7',., ', ,..'4":1i.:""""*" ..v . "1.-0.11) ,
/, P714,!" ,,,..,-: ...liir0 •- --•• • •:,... iii$12,,,•• L.,•11.4 4•.•.;/;',, • .1 ‘. ' ''' 7.\\ ,•.4., ..*.c.'',4,/,"4"/...-t% 1 ' 4 ' •,L,:,LL: .., 4 - ,,,, '4.• .1;j),4.••••••' -•
L ' „ '"..4 ,,.,,,ttlitie :". 46.k.,4q‘'ill-•1: ••• •.• ' .
i -
i •1.••..• ; ',''.'''" •''' ... S• ' . • *0.4'•'• 'A . 4.'• .-e." •.. irr ,
./ 'L. s ' '4' •'1 S',•''"- 4',- s' f•- ••' ,1
,w' •011- •Eq',•• .-:-•';•••• i ..-. r:,...;,.,... \‘ iv. .•
' -••i•" ..."-li-•1 "VAA:-...., 7,•. .,..0041,4
.,,,,,,.. ', ,„; ..)' !"1' 1,,-,',!,,,,.,••••.r.., ,,,y,.. -‘‘.,..)..: s: • '••.'r
•
•1.
-•
1 i 1 ';'•• 11 • 1 I i
• :N.., •
.• J 1
• • •.'"i "•!'• 1 t, 'S,•,. ;-,,•;.':''...7'.;.*•'' ..•-•'" •.`"-'.;',,,,.!'".r . • ' . ' ..P.• •-•'••• ....,.. •
•
• -/
'''' ' 1.' ,4 '''tr,ir'Ir-.1`+::::`.."-:.; .1..A•'-'•.-•."-rrif '"' '• • ,1 rm. ‘..itz.. • 41.,
' •,*..-,.,
• ‘ ` 1 ..:.- 1 t';• . 11.'lb
, • L.; .- • ,, • . •, ;° , 4-:-...-1,,:-J;•,.4.• ••:-',V ',9-'- v•-••••:iw• . • • • # eii- •1 i,,,,'
••,-.
-i.1• •.. - .. . .
.„, _ .til 11.,. 1: I-1;,-,..... ,:.:• :i4.;;;...„..eir,...,-,:K...i,,, ....•t. .. • 1,••••,.•/A t.`i,Vt.•-• :,:',I.:4i.',':'• /4. ..... ..,t' : . V,'. .' l''..1 .
\ `.... I.,
nt
'• ' ''A• .. -- ••• e -0,'• ., '•%, • ,, - - •-'''
- r•
:..
., ..•;''L'u,, ' - •'• - : - ' 41141.'`,,,,,,.:,,,i1r....,...."t.,00-yi,'.
• t,
, , 1,\ •;''...,' ,k,f.:i.s.,:e4,-.4;r:I:' C!..''''.•••• Q. ''' .- itcy44 A1,,4".4,••., -t- .:-'
1,•
, -...44,20—1 ?.•,„ . 1...ht,....,4, . ,. ....„... , d:r....r•fe•
.. •Ci•ii••,•-,'Y.....4,•,,,,,..V..'.. •;;,•••r .rri , il?id,,', .' e.VP14:4:. '::'•.. ',..t.i t''...‘ .' f 4,-, .•'•••••-•••;,::t ,..-rt .,-i• •• •••,..RVT3.=• •r47.71 ''s. • ''.?,,,N
1 ? '-4'.. .' q•W‘)='4•• :.N4.';2."*144d-ct••'1,,,,.'' "..'4. . ..1,,,•,•- ••.•,,,!
. .1••••;46(1;' 2...4. ...1771.j... --'...- I 5Z1:.Z. , 3')4.,2141,?.' .. 1 • , ..•`,. • '', ,0 gi.,."*.i'4'41,4• ••;-;•Ne L'F',..'cl.,' --'." --••• .! k
:-.,. 4 ' ir• ,,,.: .)' • t-',Airr` ;7' •4:4''•.;t'•'* .;::•,.. 1 . L- 1.'.' • • '"y...••••:•••••".'..../-'•P'`i''',•:.41 - - 6 P'"4.2, , •zz: . . .
, -
I .,4 4,d•.1„.•,...q,.'..,.4,t4;:•,....• ,-,1 t(-• •''''....A• " •
• •`). t';'' t'.-'=-•.•-•••••_•P-rtt•-...,7;•.' '.. ',...‘'''''i ff.'••''': .45•10'' ' '"
.• . '
• 1' i•itritii;:err :'Ai a.—r-, 1.4., - ••••••.1' ••'' '1 'sli'l......7.,,'VYt.t.M"- 'l."','','T' 4 .:'''.'..... ,^, •,,, ,,,,,,,,•,... .
.-
- 1 A \ t.%." 4.',.S'...,.,... E,to ,,,t,.. •• 00,.,,.. -. -.• 0.
,..
• ...' • '''.17,!lilk 1110,1.V•0.,, .1 ., , . 1
. ',...1•41. 4 ,- 10.111.1'",,,..,,' •',.•••;f.t.i.t.„ -1 •-n„L'', 40.,".;,'. f a - ... , . -
. i'''-. ' • ',e.,'-e;,-':,.A.11 '.44.1ti?,F.... -,,,-• *) " l . , . ., ., ,,,,,,, , . •1 .4.4 • '•• ,r1„-•^-t41.'••.t.-t, V.;.".A..t. /, . ,• -•.; , .t•t1
. • ........i,s.“. I t; 4.5,..••••• •..-1)4t,i,,..042,..i, .,, , . .• ••,-•,;;;•.i„,,.Itia 1-,,,I., -I
• -
' ,.,.-i'd •3•iiii.4f,-,,,,,,..- ., , .
;'-' ',p;i : '-',•,.,..;,-,..e.•:,;-:-.7•<'..4.- 1,...-‘,_',t-f.;::it.,_,..t, ..,, ....::...tz..`.. •-i-.I7..,..,-, r-4.-,,. • .. ... . r r:--..,..,;.. - -
..
• ,- ‘ -.. . ...,..A.,-.04 s.,.....,-.1,-..,74. ......, .•
i. *.;•.:?,' k : •s.•;?•,,i•I,-e'V'...••• • :'' 4.1 . •
.._ ..._ .,
.,;-•.,.•
....-..•
..
•.
,
. . .• ;•t;''4'tt'.""."-•4;.-••,••,••:.•••.;:.•-'-:,•-.-.-:-r;4.-.,..s:.•A:..!:4:r1•••l'":•,,-;-t;i.,.4•-1•',.31•.•'i•„.,,-'1,,,rW,.,..•P-.-1Li-z.,.-!.,.i,4fI,ir;,•r,r.,;4-1i,.•.-5,d•.1;,,;•;'e,3,:s.1•a''•7,.4;;,!.r.i;•.i-4vi.-.-•0.-1.,.,•.,'2..,.t";'a-,•.•o.4E.•'.-Z;•'l!1Zi.f0Vi,,.;•.'.,.•i•,L-;-.:-..:...''..'..-'.-.•
••s•!..t..,'A..o-,.:-ItA-
.• -/-,..'•'"..•,1;.v.-•.,'.i‘.l!4,-1.t t1 t.i i 4 ti't,4,.,'it.v•..•''l0Ya!'•••_'•:.Iv.-e4i.IAv:1:,1.;vir-xdb'-?.'.,t'4
.a4,''e:1'I....?,L41.-(•-.,A 44,-::_V7"41...-'t-"+°..•1,p.J°•.:',•11••',1S;.43 I;•1•.,-4•1.1•1 44',?,641.:.t.0.1x..it14Li.4'„.04,.,,,v.,,.;,..,i-:,4,sf•;,,-..•.,1i,v•,,.;41-.?,Nr:e:;:,.4i,r,t:,.Z44,,.,,•,,,14..e.,7LN..',4'-,A1.:,01.•,,_!!i1.-.„,I,,',.,f-.I,,.1l,1,e)42W.4.:.r.e,;i4•,.1'N'4.h-7.,'3..,l:,4?'.,",t-,t:.,,••1.;0.k•,..:-.1'.4i.:.;-•itv.,•r4,;.vI-,.ki;'P,-.,f.'!.';...-?4=,l1s4,,..i.-.-'..'.1i„t,',.-.':'•.•
•I''A-'•}•..-,...,1'1.••1 P‘3.:•,•.1,•1•1-•4 5•,'.iN,vL41..•--',','44:.'.'.1-.,.•-11-..1..1..,..,.-?v(.,.-'-4•'ai„%•-:'•5'-.t3t,•,V.:•-•.-,'
4-•-Z1.'.,•'".'•:.'-•4.''1•'4 5.',,:,'..•.•',•••-'1L..,•-P-,:••4.,,,•.',.'-.-..•,'.1,r-1
•4:`•rr...'•..4:'-."i,.
4 -i ,, ..-,.1`.•..-r..,.:7.,;,1,:'01-',-•..44..3
4>61i..‘`,.'.„',B•:,1,!V;-,'..•1e•,'5p'„:,•..t.••7...•77t',•,•i';.:-7•.••,,1'.,,L•_l;;1-1-‘I;',.•.1.i-.'-.-:r.:.;•...:1..4:.,'1
0t 1..,5,."...t.4..Ir";i.1.•:,.•'I':•'L&`-'..•....'-..,..,''i1'l11!II"1'1I.,.1ILi,•t',•!1.,I I,1/I111 11.I 1
..:.,.",:13,'1,'..'',4-,i./,":....'.,,::--,•-...4-'„•.,'..-"••.••.,-t'•„,",:•,:-”,f'A1,,-,,,'•',.-.1,.-e.-.-.v`',„.,''-0;,,W,,,,)-s,,r,-;,.N,.,7;.).1'4e,.11!..(,.:2,`t.s'`,•k,•,t•-'N,Y,•,'•.,•s,•.1.ie',;."‘44.f7.`,4.o•,.,•,r`.-,,,g:.k'-,•:;.'•41t..;%%.1,'1„..t4,.,.'.:„,A.-,..,,44...1•.t4,..1.T,,t.,41f,y,,.',eA47f:,t•t,k:t•.,,,o1..,,-tt,4,,!.,i.,•.,.0-.•e,--,,.-:';_.,,10„,.•,,"w4-,:;!'..11,,;i,4•.,-,..,.p.,:,tt-•.-••0•.I-.1t,kri-ttr-.t.p'A•t..•.i.1e.i1.'',.x1..,.(.4,r.C0.t.r4..:,i,'..e-.-1:.,..;',.L!,%-1-S;L2"•."..,:,.4„'.:t.•41I1a-rZ',!••4'::-,f•.pr,1`l•,t,,..-,t,4%.'.'..„4 2,.r,'”-3 4,,„.41;.',..-,i',."4Zt41.-p,'t.&'1'.,v,:,"+„.•:r.••..•.-'"...:..:s.;i,.,.,7j;,..f-vi•A...0...t.4•;!..1'Z
i-4,r-v.k1.,',.l,.,1'•,:-,e:i',1-`9k'...-,,',..b_.''...,"..,:1,„,..1..:'"b".:.',-.'•.e..,,,....-':,..L.t.'•..,•,-k:-...,..,,•••,r'...','..,•.`‘".•v.,...,.'•'..•,s4,-.`:,4f„..',.-,...',:,'1'.•1
: ; *III .,.`':•,';..4?',.:.`—,,-.-•'-0...•-'k''*4',,','i,,1,'...,:-...-'z.-.1....4.a...:.j6i.t.1"....`...,:4.-".,..'.!•„•.'''•..•--.4,.•.”.:.••.'..g'.,'4iP•‘,•L''I;..,.-4.r-„
*,7;'i-4-,4,l2,,-,:-„,4I.f,:,,4's.'r.4s,,..`,-`.:,..•tNi••;,t”•.,r;;;!•,,a-•,,,....;
1.'..'.'•i...',/''•
.4.,
.•z...'-:
.-Z,
1. ‘ t ••'T„
..1-
t..'*.qt•4•
1/4;•
:
•,:•-,
*
:-.'• -''''''' ...'-
‘,.i..,',,,.141.'II ',•4.-i'l.'"), 14.0*....1•1'':, ".-.1 .4i-ilr'', ? ''.,:trth`EVI.'1... ' ''
. dIL,...';'-.7::- '. :4;4,-d.ve 43.4' , •_11-1L,,a.i.„zi...fr,,, .- •ttl‘", :• 'r'`-`.;•...i•*.•;..4.4•;,.t.14'4. .'• •.•';''`.,. • -sr• -••. • . , ••-;Iii
.......4,./4m."
..,.,,,,•••n4411.•0..,:ifilLy.,•,,,4,149P "'" 141111.1 -C.L., ••...:, ..,': ,, ...... -,...c..s.,,,,,,„."..,.;:mS....,,4.2,,..,•;,..,,,......;..4, ,,. _.,., ....,..,,,.z,...4.6,,,, ,,,,.
,••1,••I: • ..r,';',k4,•'14.SMN;Pr;'..,'-i-Tk;'„ -4,,• i '•-4:.01.,•:..--&',71:‘ t
.. •:014'.....64r.• 1 It,n.eale,71.i 6.%.'" :' '. .ti ...i'i 1',:.
.,
...lei.C:•! :i ''',..11;:efr.Pi,'1..7,4.,'', .t...'1..t:'..,...:: . ft. ,q-lr. 3-,...f- -22;544*..,:="Pi.:i• .
, .•••••,-;.•;•.•••.,,:4.7,4,,4,..- ,:,. • 1 4,1.5•,„„,,,„1•5*-7,,,, •• ,.•;4,•,•4;,i..1:..„,•;:: ---,.
• .---•-,...:. „•4 - --• :-••••••••.r,411....,m',•,.;.:.,-•••••.:i‘.4 •40-5;
. ..
• '44 . •Kisilisc,•,,,,;.,,„.,,,,,:-,,,,,,,.•4.: .,!„, 4 ••••••7,.•r 44-'L'LLL; ''k%,•.••4 4••••t• 'N4,1•24' 1..4.,.. .________-.- 1L, -:‘:< 1' r
i ;,12,.if;"49.V.:,:4#4":"•-.1"47:4",..4::77.411 44''7:'t.? l'.:•‘'.vs...:v' "14'4 .
• ..1..r1,.i,.;••17,y,•.'",..•••';.:4L.21;Or, ••' 4' ant,, 2,,,,it''' t 7.',...,4,4+,.•;:".... .; . ,I....1_1_,,.- .,c't , 1 ...q•11 r..c.,,t• t A• • • 1. • 1 ‘Lts 4L.'• •• 'Ai4r.‹-"4 • •
L. 1-•',-I L.4.••, •'.?4,,••1.".11 • 4••2' ' t 4-••'•4:41'• •"•.,y A ••-•
1 '1:!...q;11t1, 1%:',•.'."'!.,....t.,,erl !'''1 't‘'.fr,eiglity.5 ,4A101:7',,‘%.41,2* I • ...._.__________.-+-7 t',...•,...• l%I , ,.'",. A, ":, ,"' ,%4.,,?; ,%,... . 'I..,A...''')..."1';*•' I'
1 .7.‘.'':1‘:•F:,:i Ii4‘111c,11r11 44'. .i,,...!0•A4:1',1 'Se #.7'' ',L,',NL,,, .
ø' I
-L.....".,X•i•.L.*7 'I , t.,Olt,,, , . . i2 ,et,4 1; ',,..",.•Z.•:-.4 . .., ,.i.,':::',..,,,,,A, • ,_ •)"... ;1:,,4,!.','L---.7-..-i.n•L4-''• _
•i,c,",,P,..c1)‘,4,',•iic,• ,g/4,1:-"ft.'i'.44•,•::•t .1111 i .....-•-•••• ••"•' •c••1. i ..•.-t4.4,1 t,.... ;`, t• t....'4 , .".:1 i°'0,4;.r.•,1.,' */.. •
. :. '-..1‘P,':',23e.21g.f. NI'F'`'.....• .... 2 54..";..-4:4.`..•/ ,j+.4g,,%:,...64_,.:1:,;;14,,ii., ' , 1 ,....... .....,,,, . 1,1=514:.i if ....,'''' 1/• 1"•••.,..4....t.., '11..•:, „..,.. • I, iqrt,eri,',,,• -''''' .
La
. ; ‘41,4,-;iki,-.04-4..? tiv*.i. '-+,4:, ''fri• 41,;:y" ./.';'4-4_4.,:`,-?•3.''''. ....,'7.4,-,', 1 "•'!•-4--- -_:;•1:2-" L.--14,4`.29 il I! ; • •4•3,2,7•Ilil,,, ,,.,,,,V;;;1•;.'•.•,1,;..?-,1: ',,.,-..y•. ,jkki.•,' ,•• ty.„.., i..,. ,,.
•.
-4 Or4:41,ti'?04,..itNi•e.ivilki• ' ..'Yr .-•'''''.,`::1..wW.0;'..Z.'''A'N....., •t7,-C--ilf- -,%t')',,. 1• ii ':4,•• •,;(.=4.&.t,),-;:-:'5';'‘:',$Ni.,. .t.7...41 ---.:'• "'-4 4• .......,., St.:
'kr'?t,...Y.4..,%:.,.41,,tkl•-...ts••,.::' it,,,,. ‘..4.,t, is ' ' ;,,,itt,7474,•;•',it,.. .., -Li=. ,. ,. - - •.,,,k0 ,' I ',•,..S1•••“t4.‘•4•`''..4 .2 L ' I
• .1, ..."1",d,11r`k.•4, 101r,•ki, 50.‘A - ,, .4,5. ,4.w,t-.5,71,44 ii, A.1:•-•ti•,.. , •.- • „..-.-i..•,--...,1 :, ..•w...k..•••.•,--0-4- --;%'-.k,..,i:,,c • Iffi.---g••••2•,-;-*--" 12-,C,' .-.. i--1-.4144 1••
',:' ji :,' ."0.,CA!,.. •1J4. ...14.• ',.;.".'•7 4'-'1 = •4 Attc:0:4;, ..,- - f:',..' i..
e-
.. "iziii;41,:r;:L:::-.. • :41•4 ve.;.A. - •-,.,..'..,.,;.....,?,iV--...;;;p1,44••••"'F,:i', /,:. . . - •• ---------/i•ett 3/••• !!./t •••11,14../..0.P.'qr••1•••',.'"'4'.• eft •• Agiiiiri .•' ''''''''.-I'• - . f"'I
i. ' -• ,..1.•,...,•- ,..,..,,,.=.4.••• . . . .
•'.=,-'',11;PrilAit*Y.,14!($.2,,,j•Wk.',445';K''P.:, . i =,_____________1,, „.., ,, .4,,,,=-,,,. 0.„.-.t. ,...L. .,. .. ......
. •AP'',•,',,, .-•,,,„ „.,.,,,,,,..7„,;1„.31.?",z4_,,•t,„„..tir..0•14.•,•..:34P';',.„z.'•,•„!';'11,;•::".,',,;_=4.14;;• ; „ , „. . i. 4: v,./...,„.......,••••;.,••••„„../...••..n•••i. • 1•44/71.,,,p1;,•,--,1,-'• 4_,. .r•
,• '1,,a -1.1g1•.•itt-.0,,,X0,1:).74i•.,saat.W.1-efoti,-0--A.•:'", LO:.:0,,,,..,,,0•.,:•,,:iL,I;•,,,i, i .. . „..., ,:•7,1,,•,tt•--,;'.;;:. ; :i ,1- ;71.-.= . .,-.-,,'. .•...• ••• e: , r--7,1,,•,. -1-1;11/1....m_
'4. 'N.:';'''',Ali.":,•11Z:1"-Ig&L-Mtrtt-•-M' •:1`-'47,'440.?1/4,1$4•;:•'''Sq/ r ' • '''' •'''..'f''44-/• ..-;;A4 '''' / II .•: ;:•V V•ii 5;'.. ' '''....!!', '... -..., /•.;,;;p•4 1).,a, .,;,0-..:,6---,.*P-4,0 :
. •
.. .!..;, &i:7;t4'.;',..,'''`?h,''.1,,,-.01,4k.'4;•;A,,7,14.)--.:10. 1, t'.%`,,','.•14't,.., i••• :4;P:..&•;;?;'.4'.13, ',;--kild.7.., .N' ,-.'-147,',•?'••:. ''%> .. . ,-.- „,.., -' • -.
T-„ ,,,.rt,,--;,‘,•,• ..1,iti,(-7: orgti.1,V-:•' •,. 4iM,',7'•': •'r,'IA;4 •1,t11,': •X':;3%;4;Z:'.'...--.W:‘4L• t''' s';':'.-0.,:•,- ' ,•:%••--'1:k.•- ‘"••• 3Vt=p ; .1;•f•e!. • :•• .
,'fl.,s.• .4,.•••;, ••;...i.t•-: • *2-T-',e$.,..':•,. -,I.W'", ' '•-•-!-1,t....*:-""--'...'..."., ,.... :.‘74-'- ® ., :. , .,.. 1 -y:
--;
•
....., ,y,.-I,tv•.. t• _..A4-••••1-v. , = . 4,,.._,,,,,L,N,r,..,-..., .• . , 1 . la........i , ,,!,., , ..t. ;•„_,I.,..,=.t.: . .
- •,--"••-,••:NV1::, -. --
• i.
• ••,,•,--•...,..i vt.--,,• .1.- r,....: -,--. „.,=:•••••,...7,4,,,,v,..,.
-'7.1 ••• lh,•,...r''1., „,',-•01%,,,,,:-'4)'.•....,.. "; N-....4,11:-.,plia,:,lc.,...,4t,.....:E34,:,„„
••.;' • ' '', • •-.," '.!..-
.• 'It /- '14 itOtt.14:,.. 1.,r1,47;t.,W.!L.' N . ,••• , • •
. . . , • . ,
-0, ',,A.'"" '- •,'..„.•••vs-•;5t..4'7, .••J,:'••p.m.:, .,...5tii.,„,,a4v.,,,,i_..,,,!: . •
.-,,--,r•"1.-.,..e,Ir.,-.iv!:_-,..,4.4.,.,.1.. .. r 4-.. ., f 1;j. ,! •i€ ...5• • 4,...:,•..' ,•",1/4' ,..• :.'" .1'''' 0., ".,4.4 t.'4k•.--. • -...;L'. L''11
, to.
\' ',•' """""'•.' i •1-t•-' •L'a t •:t*);''.:' .4-';•.-0';-'.•,.:.- i... ' ' 1 "'.,t ;,., -;'..=.. r.
. .. ;4,1 7,1:410•.., ..',.:7.4;:,...%;.4.,6„^.:.•••• .4: 4-..• ...-.,4•11,."...)s :..;')::.N=.... \--.. ; . -• ' •• ..• •• e •• t . -1 ,•.;.-,••...•,... ...i• --.' -..-• .z.., , :.,,.k-. f r: . '
.' , :, 4•.'r ,*!. '.4-Mifir44.' ..,,..y.e,4,"...:,..r Ap.,,,„1„...4,... ..,,-,,,'4,,, - 2.: - ‘ - :, ,.. :,- p. .., .. .,0..,........,..7-,..., ,,,,,, ,, ,,,-,; - :„..,...,,...: ,,,„ ..
.....„ i. „. ::,„...
• ---,Pi..., .t.t tIttliv.4F-tt*:,!:,),1tii-,f6;!:..,4i:F...,,:::i.--„-f•Tti.,.:7;.??,,„ ...--...,.. ... -. 77k ..:•. ;- ,•.! L . .• .-,,:-...,..4,:. f.,-1*-,,,,;:i,ii.-••: ...--:.,• .. -• - i•
• r .;i. ,,, 4i ,,,;14,44,r?,24,,,,a,W.Vgst.,,,,,*sic:,k%.,,,,..!,11.4,%4.41.•,...,.....":;•1•14'• Le ed -.1•t, .- . ., . f. ' : •-•-. -',..•,,,.',,:•,.1145L-4---61,11,i f.-.._' - - '',-. - .;•,,,,c,'•,
• 7r 1 'J...•. ''‘'.'•'.154. A4 •.•-;•-• 4-..,,g4.1,• . ...,.•-,..,,,,,,o•v,. ..;:„...v,4,&•,,...;•„.!,• i „ . ,. , . .,, .,.,„, -.). ;,..,,,,..,,,
. --.-.,•••••.. •4,--- ....,•, •-
•- •••;• - ,...‹,zef','.. 5;$••••,'„;,..,k.,f....•# ''4='• f•;•5 ,.;.•-•pli!,;*;13S!..-,,,i.,-,=.-.‘,,.;4f,'44.1..;;•.q.,- •i =•• iii•-•:• ".•3 , ;1 ,! l' ' . :,•,:.-t'i 4i.,:tv",..'
• •••:1*„ .?„4,t4•64,,",..i'.4 '
. ' f, .1',14:-t% 41.,=i;.,:•7=:2• ''• ;',..•:,• ..,.„-''.t,), ' ,.. rc.e.,1;41',.p.,••11 ‘,'•'*... ‘?',10;ti,11,-•, il.:. i..; .. -., ' it."
$I 4,
lir i-.41,,,:....;,,r7•;',-;.v.•,•Yfiqi•:X.,..,.•.:',•R,5,,,,,,•'.$, i 17 • - -..t.z.1:,•;•-..,,,i;• 14.. = ,-,,:t•-..,..V. -';
Ltz••... ••,. .,• -•., r t.,„;,-,ot.
.:srzt Irw.t,..K.,, .„„,,‘•... bv er.„4,414,-cli,..14;,:•4;•••,1,1 t',••..-•-•.•.-: ....*.Z.,;•1?:',,.1§; ';4,1114'411''',1,-,;7..4'4. ,. ,\,:,... ,„..;,..A,,.;i'l1/4•'-•.• ,
'''•' " IL''t":-:1,1,,,' . q, .,1"...,k,„7,V4,:;;;.,,,'-': ',5•,:'';‘,t•:.:::-.: ';', l',;..•, '''...',..14AL•./'t;.....,' ':.•• --! •':. -!.ti• ?' .: •.''''''''•..'''""•;•tir 4.":, '•••. 3 '.•.::4. - ;.:•,, 4 7._ •••• : •, •,,,
L. ': `,fikc:;Pi.';1:•-•'1'..7'1,:V.**i-ri.fi6ficti'A,....;,'•••';',:','•,:I;:i.ii1:-,.'7.g. ,;•1q,Alt•‘,, ....;,-...- ,.-......-....L,;,- -A -- •: ,..z,,.,....,,,,!, .7,.._, -......; , ,7,-...,,..; ,.,.s-..•• -t. -.- .,......,-b-, ,,.
- . --1;1:11,1;.,h---•; -11'.i..
11- '.'",_:$•-.%ii,.•;',-..:V'iie-'i&witt•R-k-7.ij'-',71!: :::',1i1-.:, ,,;;Tkv.(3'.•;---5..,:liii : ...-..._ .ii•j - .;?*.i',-,IN4' -• , i', .- . ..... .(2,...4 .
i ;-• .1.-.•.A,ti...,,,..,.;,,i,.,...4,.•ict„pri, ,J,t,tt„4.;:.:<,..tt,.. ti.,,...,..,"•:;',',.p.'„:ht.;:07.:F7',,e.,,., ,...,j_ , r- itt•2,•;!.. . st-.....444,7„. .... .• ....,„, ,,, . , .., ,,,,, g ay '
g.,..c•tn......dt., . '? •.".',,,,'1..,,,,,.:;44,,,,,;:•:::•;:f.f,,•.,.:•; fr.
'I' . . •• :',"‘tO,'':1'..' , ... i•Veatf.d. • ,..1 •ii,,_ AVIA - . . .. ., ".. •
11,...1t. i..,..1,..,..:.,,,,,,,ti .e1W.,1,1,t. ., .... .i.rf';fri-F.1,1.4e4S,;::4 f,:4';'-,j.',..4 0 '‘,. t y -, . .! ,-.0.w.k.-.4.•,,t. -,,,,,, .. •tah,_ -, _,. A# 4.`1: -4' ''•...tv•
, Lc '. ir.,,,..,ztveR,.,,4,i.tl,,,P.''•,', -'..''..14i.%...'5.--',r,t q-':':-Ter%•::'',.'4''',''.''''' .' '• • • .e-.•'-)4*- - !... ?:.:•
'nt,. •...; ,••••• -- -, 4,4444'i '''',1-;',t,`....4,...4:4.,,t;tr..•;,,,,•i:•4'.4";,...•ett „.. -•• ..
,... ,,
..)'"•41re,e,O•t. ..f••••-r•••..,...,00 pr.,:;; ,,,••:,.,0 ••t, m " ,..
f fil, 21••••••.,rig••••''k i;•,Alitsf ti'w,..,.•,..,.;=-1,--•';";=..;...'r.-•,-4.',X,...;••••,:•st--.•:"4- 1::r. 41- ,
:o $fa 4• - •-• - • . -
Cl- ' . • 4..."5.„;'41.t•'.•:"/' .' ' ..,4,.."; JrAt,,,,,,,,n,,.... ,-,•i!Eigli -,,,-:•• •.,..,:-.:,,..",:.-•-•;:.;•'•:;•;.47.,,i.p.,,,-;. ;JP- •- - ..'••' - . ' .; ".••ii'' iri.... ,, 5-,---- • --
• .t•a,'P.vii,,,- .,;.,--.-•-•;3•-•-,,,,-'4e2,,i410- i:.-7.111.5,s.,::!,;•'•61,7-p."4-•"-;,$.•4•.-4•,,,,,--x-z.3-.4:,;• 1 ,„,0•,. , „ .-. . . , • f. "t'i,,,i, .•:'',..:- 5.-4. 0., •„.atti..._ .:,,. ,,,,.,... .,
7 ?..-;i::';,.-i,,4.1...T.,,4: :::,,...',:•-; °.:A,.1 VI I .,-s,..••• . •' ' 1'•,I:yL :14" ..."••. ...; Th :.:•••• z-,,,. ,..4: .k.,.•-•, gkor
•
7N t!..-,s..„.-., 1*,..%,)••••'••?- I• 1,-c=:- ,.,,,•..... -,4 , ,''',(7::".....'''. , ,...- ,,,-0 . , . ..,...'N.j. ,
C
, 2 -.:•:14,t•-i.•"7.4i'!''''',•7 :' ..,t7:...,•,...1....,..-•„,•p:..,).::-„.•.•`",,..id•.!•.•'-•''
.... .......04t, • , 11 •,,, 4,•,,, i c. .7-• 1•!...:1
:..
-1 ' 111';4.-v•-•,•••.• ‘4:'.. Vi.01•44440.4.A.Illif2"42". • '• ••
1, _i. ' ,11,‘.,2...,•,,•,A1g4.4•All',10 -- . • -• - 1 :L.'''4.4'•• ..k•v. , - .•L:A•., — -• ',',',•; . . '' kv,,-.4.1- 17-, • .--'1
• vo,..,,.....„1,44, ,_,...,„,,k• -,,, 1..17:1:4004,A!.,..,1F. •;Ir.,,„ "•. • • 1 ••!•;,.'''.,' lc,.„47= • -.,,•••' /' ' g, •
.,...A z...... •-
‘ ' ' . - •' '. . ' " LL'ii. ;: 'c' • AZ.'...,E''' .*.w.:. Lawbiii:;,-'s.:1:,-,' •;; ', Ati,11
1 1- • i'"^ • •"1r,•1,. • !. :--' ' - - . ' •,s.lv. . .: • r'.,g, ••
Y•4- i .
' ' •4, '14.,..,-"• •-, ' , ' . fi !...,::. .. . • i• 4. 1.,.., -,., _.:-1 , ;• . , ... ., . ,
,f., ,-",:i.'•:-';','M.•04," -7...:... ...-. .. :' .' i 'N.' IL.;"'",- • ... .414:.Z. -.... i,4':'... v.•:' • -.4 I. .
' ''''4.11 • 4.1A '. ' "' ::1 -.;1 -
.---...- - •
• •A g• - .. Pi V;' '• " ot,. ? '. - 11-\:,. • ,
• ...:
••".s. ,,,: , ,„, .„ ..f I•,t''' .I.•; : : i ,.1; .• ;'; .
V \c
r3 -• ''•-.2.1 Vr4,1•'',41 :-:::.-4;:-.1 " - 14 a." "" .-v...f.'' • • •'. • '''
.•
.., .,I• .-.--IL•-• ,•,r,
' :- -.1. .:.1 ... ,•04::__lit '..::.."19,i. •4.„.....:.,:.L. Pi ••'-- ,-----?i -••.-
• .4. v.4f:v.....'.. ...4,'27 ::: • •'•••, • 4.,...t.CL '1"''''•.•''4'2 .;,,...., .,.
• '
-- • = \ •*. ,f. , _ ...; • 41 ..•.0'...71 1.7,•- , r j1 .1. „.... ..1i.,..,t. t ,,i ,...to,,,-,..z...., ........... 4„ , t,,,L.1,.,..,.. ..,. , ,...,.., . .: ,
• .... _:..-.. ,:l...... .... r......1.41,7i:z...„.1; ,.., . „ , il .
. .. . ..
..,,. • . . •
.. ., f ' ' , .,. •,... 'nip.- • ` . . ,,,,,:001, -,4, ,• - 14 -
ik, , - - I ,,••• t '''..: '.'!'r'r•ii...,.
, . .
. -••••' - • al, '' ...7‘r•••i, *
f
-..„. •:;--:-,&In.,'"--1 : • .: -
.
. ,:i '''=. ...t--.:i • :: .•.. :., . --,•: 7.....4- 0... •...",--. . - ;•- ..NA'• - .. - ,,,, .... ,
• ..
.. .-•,- ,..4 t:. 0
,aa...I:y.4
..
1.—.•-•• p P
.4-
t
! ..;..,..,,, -• 1 .,1 - '''• — 4-'4' , , . 2,,,. s.:'- •-, ."'''''',.4t.4,..,i)?,",'- ' . .2'•,' -:- ..,, ,.r-'•, . ••• ii-1,..---"*":...;, 4\. • ••-, •„•/-
,
i•-• •
') 1 7 • 14-16-1 • . .'i 1,_ ...- -).-.,--i'le: •., ;'-'1.;-' ir';11 , .',.. :••"" ••• ' -, '; '•,•„, t" •••• •'••••• •
.1 '.1 . N.
•'.• ' . 44, - . _•:.,..i ..:,-• - 'i.: ............ . '.,..., .. ., ',To . • .., . .-:.; -,,,,,_ti..- „.
..--
T.,.....1,•%:, . i. .1
•• •,.
... ... . '4141. . ,... . •.• • --44t,f,•-,-, •.L.
644)94Vs Ilr., k. _. „,. ;,1-....,•:-•-• .% .,•• - ,..._•. ".•• _, • ,• „ . , ...•_.4.-........--•.--••;,",..:::.i,:',".,
. ' ''''''''' .-' .t: 1-..',.....;1-::: : ••..,i...-
., -•...,,,,..r. . it 0.............. 111 i, .../,,
,I,i•O 14-.4' • ' - • -, , , s 1 , , -1,
, • . „
tf
,.A- . 'f''...;••-• .t . •••.1-!'t,'....r'lit.:.rar•';'7.3:•5,-'.1-'1' ci-.'i.r...•''''••-•..t. .
•• •
-r •.. •• • •'
•.,• :.7.,--;;;•-,t,,,r;P,t•-•-*;,-1 1311.14-41411,-Atr." --.0,•,.itiq 4; •- rt4n.r.4. • . ' •
• iov,c!a-.-••••-• ,
-• c‘j•••••:••••••-: ,.:.•:,:.hi7a,.:,%,,,..„•,,. , •. a .1.. ....._ ...s,,,,,... 64..;..., ..,,.,...,.,,,
0 ...'''' 4'• ..4*„ ' . 4..4112). .. 1.1.1,..,;,,,t,*11,_; "'. .. -
• ,. ... ._.
•
f.% .10,:. t •6 4t4rx +4o to " ,r S \. e ,.:
4v..'ici ", 1 it i-'y ,• „ �r,py•I'3n Y•, Ir?�t rS`, ur tay' -,-4'''-'rat '314 �1,f2
;rrf yn, 1 .. 4 r f'+ G w3 k _,...),,c, f �^,'4',{q ,,AA a + r A Zt .M. ,�L'VII A
• ,y •• r ri µr1 v. ,,y� �. ~M�. a 3. : '
`tom: �;�y ..,F,'70.,, i. x lfitfo r''1 '�.>•i r�•x'S'tiK w*Sr J'"A'r �� !'... �;. %.4".. _..E�ti... 1.,„„,....,°-.a a AI IC!S vk
c // ti-rrz.V�4,c ':',. n%r--'r" s..? ij?� litA-0.ry't .k +-...,, IL'+' " ,” ;''.i T -.rc.7'�•••�: ,, i
1 `, y h31y Fp c cr,,, t7 ;l, `r[f t ��'"k'r1� 'ir�•9ez. -I�'+ Y
• d� I.ssw:.-�4� rK e'h:. ti" r* .rE ::.^ ��1;. nrt. 'S 'rC-, A ..
`�i'• ' .!r/ `'4-.7,4-#.4•";-r':','",:•. ---'," .a- {S,''z • u1.\..ui•t#a'"a '41.4 r a' -7 ■ =
• '�' a` S�p 5. , 4/f 4',f'e.+.:a:a.. xv r .F ♦ 43,1.,,,,,,,_,A?'„,,1 -�y./.•r`!FF yV �' _l 1d•
-:!:.16.-c( , TS r''r' _. y� •A 'd•'.� ��]` w_.. Y,t� .. L V 2r1- r F 7 l L+S ii -
5 / F-' '.'Y n�r'r l F��;41 � , +j ek`'{ -4-9w--i'2' <3'Ms Cw
.1°1. '1""'•4.1 S,�i' Ya!t •om{ •rr, LL''' .- •t ,2 .i K�. a.t '+!},Lr' r• , }i }.
?. a rya y, t1 k SSM n1 `St��i� i' .. +��)A` I }ii 11;' �i` ,IT41.7" < 1'r y.r v% '7.ky, 'Art•
'r •,:o.,.,...41,:,•-,A,,,' v+ - 1 y • tiIt'� a t. 'a* L y,� y d ,Y;•
i 'yq^ ,.„,.-,_„.4,-.
S cJ , �C e. �i srti. ££� �`, •V£isr-R1 -w / 'r'..,rpt r.£ C,, F}+4 k .1
F>�h.!x ' ,11 1 i�ll`i ttl•'�ti ill:,.':'� 1, • 111, �1 J.L i+a ifs'y yl n,i-.r t �,.. I i`.
y;`'• ��' y rdy .t'•: ar;,,;•• :..a..u:'��r , C ... ''" t t i g �,i".dh,::a:i.. .-
I �
•
),Sf•r - v •-•.I ft . „:` .3
ice. + K.p' z ` ' . %
r:',..;;;;1.,'• r :1 i } . (.}T.i•,# .,:: •rC S � f I• '4e .4H,(4 : r r
i "11,‘"1.‘,..1trRJ r t ,y�'ttt y rY a r F 7, +1,.:..,F., 4No
-7 Y.r+. . --S }-
• { r �' 1r' R ' IFyY i� N. '3f •�•.� •�; •.3 > �• l`( rt r' s.,.••r• -
, •
f 111 '1"' 1EF • .'t,o.�}1. .!G�� i1. 4...14'• lv/p < LY {S+ < r-q$
.•• 6 rI q`^e.ii+ mt.,. ,•{:`v,...r'''� S n,r '' t dl • *�,
' ''''4,,!!!:-':! .''':!1:!!!!1!;;:::: :!
, > y .�S R� t,��tiyny j i
f(' d I csiii a fb` = µ b
° fr r• <. 1t II xrHnu lkt A
p
• •
v ,^� : 3 ••
at,i br, r l, * fir.
•
.e.„,.:,,,,,..„. ........,:. .. 1,,.„. , w• . • .. ,......... _, , „. -- _ - - .„.
.. . ,.......:. • .:.. ..„ ,..:.:, t, &FA* ir,. 1 i 4, . .
`upiny' ry^SS. . .1
W • ' dS e, sr�; F
•
r IL , x,77,
ti l • -• ,.••nY 17 .it ,-1 v , t
+ 1 i�
1111',vc ti*�f ? I C� fiF ff` - r
r 1 I ,y '• , Fom, ,1.
1 t 1 r +Jh o rety} 11) . ,,I ...1. S-0,,`41y . ,
Y �.i1.t li r r• .,`il]'pot,
`t l!,,Ta4,a7 !'o ff.` .. '•-•
;.I '� 4'tl i.lrei,l. ', r !
R'•_;',•;:/,11'41:W. `!� r 5> ;a. '.,1 .. ,1 ) ,fir�.�.,, r, ,,,.4+. 'e¢*�r v^�kp•`^0 *yt' v,a- ,
rt
• y1 t
f * 1AI. •ti -r,. Ir.':'I. '
'P{;art P a • .0 >p''a } } `t ,. 1 `4 '
' '�'tr� 4 a7tI• f If i yf _ r:
• A U J ?^- xis 1 F 1 ,. •1 • ; 1i t , 1+ `t �'I•r y- ,,.
'wM+4r�' � ?;••,,, r 9a. 'i 1 E,f 'T a! - Wli
wrP
111 • 14�ai�..'F1i 17 d Ms . 1F""'r y .t ,.r'Jr f? i;;. - ( r f ; .'
•
,• J !'" :� 1I �fe+ , ky C*'• T 1
Ii:
:P { r . r '
_ ,f r {.,-
,R0 - 41:-' ,.. .r +r•-•-• . i.0
T ;1-.4, t
,aft l!�! f04•••.`- •• • i i; r _
•
�,r tir ° .� • ,,� h r'�'C7 ri E s1r, ,# )•{,.
l *,1 •v ^ C •+.�r;,j��•r r r ,tr ',,,..,:, (y.� 7:. t 1y, P,, r ,+r
1 P i es ` r S� hz r f!j�N ir x� ; 4r• it.
'r
jT16 ( jj�� V.
' , i
} .11 yk 's_"^�i' :... .1
xl,. !;.:W
'� 'Nal"... i
.+L'S}R 1E 4Y ~-1Jl•r Ai IP 'av he ti ^ ", . ,
t .J u ,.a2't.*.P.', .1�`�irr r`-r r a.. 4'l` a, 3 1 , _ 1 _
C d" . 4
r ? iF;, .iii ? '-nim 1 -11.j ' • `f�' i - +t `.. .
'.rLL C,
(,1"•6,404.„-' s r rE ,•l It}t , h{ .,,t,tiLrf J { ` :• y
R }• t +C r • a ..,:,..,;,,',..,;f4 Y cjir d?rtti �s :�Fr
• ?1 Cti: I` A
• •. 1N �` •iI'ti .I r:...S.s c't+ 41: _�'� -'',AP-r; .,r ,t
. j'. Sr° .rt..n.1 u•.j "11 q ,,{{{{.#ro y r' .Tri $}VI, er± • -r ''. 3 r.
•
.:' , ',*y,,,1or.F+.+^k .;Y,.,r 1.P>ni.r 11/44.
,4/ 1 .`, •r• k!.11. J� -�F: D. L'.r t r 1
• • jjf a-4 ��Vr e±1 3v �
"' ' c„Ms:� r r_ ' ' �i'-r`wi+..ti
Ca•�= ft 'r- > .f " ` i. d '...AAA..., (e-,
,�_ 'c: �'�f r:
.;:t1:'..;:-. Y , + a t x •�
7 1, .r•Trr' r' t�• j `any` c } r ,
• f. ,F,"i, t, r .t.,itt. �lhr I�;(r•.% -,1 1'i '"'+ . • ,'' I: "Pr
4';,.by r .' �'I ,r. .' i 1`,c k c '' t x• � •.
,
.t:.;l (yFi xll � FY , - ,v
• r1 �ti
FC „ , iIi' r la } iiJ�fy; c71rs* 1 ➢ uCCC•"
rr'! i` � ' t.., % � q. `' j
%
'`?' ��ylit!'
IJ:.i {.i • tv . S7 ''fi '^ j .rx� Y r, , -'' 1, + yld: . . .? ,:1.,Hvy .'-teF . .
R� ' IJr '1
'14
--: 4z 9
Nrntr 4/0/5e" ';:;•41/ir,///1/62
-
. •
...S2 /67 #0 V tqo L ,fr $., •7 ' 6nO)' t41 4444. .4_
fl
BAAW/M ic:01e4W71/77, PA/4-divE7Y7-- G/21/1/42441/..-
• ?r472r //v5,ei rat? .,7-17=F 6-1,o3k-
N /i/cy 4/4/
CONT&A-c-i- es (P/9 mro•-) • .
• ,4106.114 i7 (Afizaik
riv-z-- neol1577e4z_ /41,5/0E67vAS 15/ZulrE ./-r-7/902/9/z
cfr)-,seN 11A30/./
Mf77Z. .' 8; le
. E-pk/P1kte7e7 its 414--- -ss- @ eDA57-41,107v s/reg;
/0:0.5-e/vi
(Juig /N5112( /9/2/2061 Ao ARt2 VAROye-E Cep.
r * F -s1
/t3A se ‘7i, LEve
. 6o ci,e4-e
_ .
• CD vfANco IEraa Aggesco 401940 ;94 lo e 9,- 04-
('116 Ms/o - Wit)
-?757.de4. f.e gir -70d.04 G. 757c/64- .
0 • QA 4E64 " 414 9 z2. 170 .701,) cr2ANEH.
(1116 in-51vE• wre
nA-G/iV ,,,i7k77234--j/
• ( • ii4-502r L474E) 7, 7 •
5'0 A-4-
.
,5416e 01° /9-1441 3GIM
, • (18/16 5-0 7 6/64 •
(Nee ins hoe x/ma
A-v6 A 4 otIr 6-tuivoe- 25 5-00 M .011 a04-.0
2E-cy LLER.
9 2 c(64 G 7¢4,7 05-De Wd6/4
0 •619 2 . d14 7/ J
(9i) :4, • I.0-5 -kg!' , y- / 07z‘ /2/47.9
/ ;N-k17V-7 d f/�3 00
5g/ 7 30/sq Z gry - Z/3/v1 -0(vinov3v
t/d//
Ct r Z d4'f q 7/2/W -
-y97-,g, , Qs kgr'SG , 6/9 0 k9)9E6
• X01-2&dwoY 3l-F/7d b'PwI W -
( ,i &'2rj I& =
as a -,9 .� — dh �7 9 •
& ,- - , 0;0 L. _ �ti/�✓��
• 30' s? /M (* g #) 7/Q0- ' I -
�fl��� ,42-90 - fay =, 6/,9 &Y/1g4
'7//77ov S'co Not / OO/fl' /7WM- -
(RA/Vi 3visW/ £7(V S cv o 1,-L b3d 0 -9(V/(fid -0"*.9/
doc:n/
kg12--CL , Q .& WpC =, 6/, 9 0 &WI/6. .
( /V /7 aOrn,/ 6tv)
" '216'02/V09 Za9_WO'
77 o z/L r/4 7 7/Ji J1 3_77-93/s .7617 J
(w k7 3'1/;4// DN)
n g _£ # & '-VQ fl`(wa e/ 73sj/ 7 •
CZsvD •
X43 2-74-77
_nr,f.�in �,Ainiwi �C//!/!d 1�/�//�/ .
• •
,21' c 0) (2-4 2.14/329-et
• 4/02/d ••-91v4/4C70). 21/ 5 i •
• .• -9tviNI
pi) vQ10se , cs
--971vVi -i(,1 0/03V ag--17yaigPs-
ivotzt/m/v7_LE-6 z 02 X --)07 (2.-2/0 .g
•
• b'o,P I 9 -
a Or z 9- s -2/3/ 2ty
•
701- Sg
Z) /_Mq2-5V
• 'ill./ -eiggl
. . •
• , . .
divoi , 074 ,( )9.1vid za:S9 -9/1//440
GLi L_.‘ g • . 77---C1 - LS- -1-,7K. /9P/7
:frvp_ck ' 0. • .•
• • 000-ctis3y - 2/24417..
7-3427 • 2.74.1Y • •
. #07/Q j7iv•Pz//71
f • • I
•
•
/
1!:' 5 1 701
, / ti2‘,/ A/17zi-2/2g-2giva.7
."" e_
/ \\ 1 • te , . •--. . i. , ••••t.••€%
- \ ,0 ' ...-.,. :,.1.i. *; •.,I'i •,tv,,,, 1F... ,•0'.6.1.....- tr0...,....,/Ni.i/1••••'':',..--'t...17---7.,.1'!-.T.,e-•,ri,.4*- -
.; '...;,,,,,..•..., 1 i;.?t_41.-lc,-..k.+7.,...z.
.- f.....1r5. -••.•,..,- .--....,.;.:4-. ,-...•,..'..... ....','-.... . z....).,, „;,,,,‘ ; .i.. • ''•:-'P•., r;'' '''r ..:1%.,. '")' , ' ''
y . '.-:•7.i "k!... •77..,•:•":4`,•!:;.r.,..• '':''!..".4.:•••••..• ``... 1.. •••••,• AO.''1 I 11.'4'. ••• ii ddArl,.... ,i• . , : t.f445...1:: :,...' .a,,
s's. ..,. ., 1 ....-.-- 1.-.:.: .....'-",',:ltf.,..-'.:...-'' :4r,.-c,':•;aa ,..-•...:?:'..ek 4.1..'•';,,..,.,•,7‘744:. J ', .,' VIii.,- • -kt.r:',4f-',/
2- .''‘. r%•-'. : .t:j• '., ,!-irs. -.• .2%,. .•:.....-- :'.i.7' ., titi- ',k:')f..,;.': i :' '',' . 1 s• `..,•,,-, ?'•:.-f‘v1;. • '•-ir,- '4,., -1,4•*",.-.,.‘,.--,-,•-•
,,,,.
,, ..4. :,------, •,... . -.. .. -.•• ..•••. ,; ."-,..-• ,..,i,:•.., ,,,r,-......„..,,. .,.--:, .,_:,, ; i ',,, ••,,,r . / 9 -,,,,,,. ,•• - ...,-.... -- r;,-,•jie24._T.•--,-)1....H.! -
.•-•. • - - -....41"--Y W -.• ?i',•'•?t"4•F • • • •..':, ': ... .5z-0 `.--,./ t.,.....„4,', ---,.,• ...-,4 . . '
..:4;i, ••:. • , mh ..,- • t , 4....- I , 0/..- °.,,,11.! -' ", , " -',-C a'
s, i• ...., . `'7.• a ...i, ,. •
......,,,:,-.,.. -4.•,,.. . , - ., • . ,-'41, lil;`;. Of:. • ,4t-.., ' .":, -,..,. . - • -t-
• , :,..i.-.. s. --•,: ..,,,,. ....,...-, ",fr i''''.
\ - ...., .`-.".. • .i•VAII"... '', •IA-.'.=•:7'. ; ' Xf••••-•7,..., • '.4' . ', .• • .. . F..--ii• ' ,'' ,ir,...-,,t4.-v,. '• -: . .1.1 ..--:. ! L'• -'.•:.,,1 ':.; „„.
404F-,,zf,„.Tht .:/,',,,,,., ,,-'4. : .; :', ,,..,V ,....,4„1....., ,...• Aii,,- tr•,,,..2--',4*.' i•,; - -7.
,, '-. -.•-•‘,-.1' ':*).VI•Vi.Z •2•I? 3$: ''';', ..,,•-a.ii..;:aii '''' ";'*I :.'‘ . k $ ''• '' Z . .- 44' 1:';'••:'44•1''''."' 11.-.1-2-4Y• ' .v..‘e•Ult.,•,,er .
..
,....,.„,. .,.. -1,•,,,......,:y...z ....ii".'.,.,,,,,,..... ..,/..- ir-7. ...;;;......,:=n1, ,.' ...r1 i : f ,, • '• ':i -7- t '-•''''- '. • -
a . • 4..-S-A-4-2•4'
'•'•• •. .... ', .
• - . --. il% ' • •. • ; .' . f. .`:e
4*4'"'#•. • ',4 - /•'4' ,: .z...• ,,F. . ..W, ,z•Pt"•.: :if ',.-e'L-;,:,Iii • I, t. •-- 1114. ..' - •4'
''1.: z. - ?rill." .•'" 4'......' is,' ' • ..ti,• ./".'e''''''''/,'•- ' r • 1'',--.1%. 4'• . ' 1.-'--''''''.
l.:' o i,.,e•-'..,'•-•-•':' '.."4 -
4 ' ...,:l••••‘• • $- ,-...-41,-.. -t••- " . •-'-‘ •••',..t 1", 'Ai= *-4- •\:".• •''', 1. •,....:
,_ _ ,.• ,• i. .
. .1 T't•7- ' . i • '''". 'I,''-;17.-. - - '70 if''''." . •.- i '- ''. .!1% .. : - -•
. -.•.. . , '*.j• ' i ' •' • ,:., ‘1,;-•• •Il R i -ql:. . ': .' i '' ..'.' .. . .. ..."1 .' • 5- •' - 1 ..
,•••- : • ,-- ,,.
...V -4:,/
,.. •i
' ' '' *:
S.'...;?&- . ,..0.,.,..,,,,,,.7.. . AN •... -• .-'.4........div•
" ...--.. . . ';',q-. . • ' cr '.....z.. - _ ',..."-...) .. .''," • 1'.'. ',.';':4'. .4„..#. "i‘ --. .•..-r.,'-'-'i,':
.,7,,, _..4::./r.,.„ilri..,:m.....,...:::-,,, ...,... ......---- --,irrrnr•---1,...:..,;:.,,, .....,:..... ...•,, . i1:,..:_...i.;:....r.;,-,..,.,.'"-1. ..,....,,,,,,•,...:..,...,..",...i'.."1.,...,11.i:-.‘,"'.Q..04,."..,:.::1,:..:5,-.7:...:: ,rl..,-..,,,..,'...:'..,...r.,‘"-,,,.:,..:.,'.,4....,..,,.'"...,,..,,'",....,..../...,:.'....4..,,. :...,..\:.44.,",.... ...,,,....‘,...,..;'-c_,.-,..,,'.._;..,..,....,,,,,:.......:::t..:-.--,...,...1,....,......,:-,,,,,:,•_...;,..:1.......,t,is..._..:"..',,...1.,k‘L--%.,,..,..::,.4....,:c...,,,-,.--.':•..4',f..:7,2•.;::._...a:1 '.'.:ts...:1;:-..: -.•,....a...:;,,,,u7: 1:t...:i...!.111''‘........:.;:.,:,.,,,,...,........,:,...,2...111.4.:..'''...i'i'-.0.,:',.....:1,.,......,',,,,,..,,‘...iv........,:.....1::
.. , ......-....1 .;... . .,4;.,....., .1,..,,r,_ . ,,.,,..„,:.,.,p4.4 .- - ! 1 : . . ,,,- , ....„iii. .I'-- ,- ,..,,:":-...; .,-!,...5,•,.::..",i7-,-.r.4.•.?....., t.--•ri..„--;:.;.:.,•:.f....-..:,-.
._ • t.--. -'_,. '• •.:4'' li•eur ... ...,______ -,•,---.77,71...../ ': •,;!• •:, ' - ') . ..- '.4 ..."‘•' ...••,.a'7-,...*.i7r... . ..;.- *•'..---- •.,),.-,,.-,.-fl!.--'••,-,:".• .
•
- ••
I
-1-. ,11 ,. It! it„-- •1:,-li -
,...:-. •,r. ,=:z••'17.••••'--'-'""--• - - •. .. , - ; 7• '' "•."•7 4,7.'4•••-•; . .
'./:,•...;'•...:,'•. • .• '• " , '..,:‘,: • :Ia.': _. *.g. .. .s.::„.•, ..--. .•:...._I.....,...,•.••• •,•••-•Ik .•••'' i•rt
.''''..-...414..". ' '''/ .--,,iii#,41,01.011 1 A..7-• • .' ..:.,'•,..--,'.. . ,; i , 1-.1 '1,%•••j-5L- "':' -..1 •••,,r:-,-, ._... •-, ..-1.0-:.--•>:-..,-_, . . t• ... ,,, ,
. .,
opir
,iv;:••••t...,1.1,,,
. ./,?::.•........„ ..,, . . , ..„
......,, ,,•4•9:, ,, -..,,i
/
i ••.-.••,-, ..'• . ! - „J.. 1., ,.-•,-, ,, .
C4 .•:• . . •f.7,-.',.• .I. ,... • ,• :
I. 4A. ..„,,..:!:.. • . ..-,.,,.-, ..,...,:s.,: ., - - .
.. . ..,. ....„.,,,... , .,, . :
,,,.....
,,,,R., _ , •
.tf-f: • ..* '51 ,..- •••:.•..,•';.,.1.: . • - ', .•' , '''- • . • ,-. , : 1'r'....,t-vir‘': •: -;1,:.f•-
`;', * •• i. 1
. . . -_.•• .4. ..,., ... ,,, .., „ . . , • •
. ,,,..,-.,..
r--AL---..--1-. .- ...... 1:,..:_::. ,......... e .. ..•... ,, . ,... .... ,..,4.,„, ._.:,.., ..1 , ...
'.=7 _ . ._ ,..T.,,. . .,..-4 Lt.:, ..,.,,...• , e.v.. ‘,- el'...-,:: -,,•- .'::'..-:.-. r,-- . - . .. 14,1,1, •
-.i.7)..,, .2 • I : . • . • . .
,,..
i;',,,,,3-.,, ; . . ; r,"• ' ,
. 6. 31 • % ,- _ -
0, • -, , 1-•.: : - •., ••-••••,: - • ,.; - .--:„...,- , ,t7.1j,-•1-..; _ ..-, • = -..-,:r ..•
ti•Tx4. • • . •,du,• 1;Cpk‘7,,eltr'••: ".‘.. , '." ' . • ..,i',...,
'‘`••.'. !..1- I • :
'.,/ir‘'.1. • . 1 • - n -- • - . ..)-,,-.`t.: .... - - • - - . -.• • v V•Prt•• 1:-.:- •''' .' ‘•,-. • ', -__•.ili.,
.,-A, :I.....-.04*, li.# - - ,. - ••••• ••.,,,,a,t,er .,.•-, "4. :',),•,- .L..t." --- - . • i .. ts• ,--• , ,, -•--••-::e.,
4,.:if .. t ktot.e.„-..t.ittf--..1.0 .., .1." •T; „:-... 7 ? , ., . •
• • •, ,a
;''. ' '1 qt.' .<,• ‘: ,,' '.• -,•••., -......,.,t2;,,ii....;•171,,,I,..z..14....:4, •,.r: a.„,.
1.1.2f. : ' ,...- - a,,,,,""•.r•.14 .",'...:2- .. i. 4-• 1 *,1,- '. , • ‘,,, -. ., .... ,
'''',./ f - • SI , ' C • .,.'..,:,•.: ‘,1:-...:'-,..isti-J I ti,', t..r.:,„.'41 '
• .,'.. '„ : .A.,. ag..1"4.4,*-?s*-74-.1111'i•-.1. -..'' - ,-"t.''1::,..-;
lib fin° ' .1 ',•-• a .
'I , ' ._.1 , • . .,•• • '. . '
Willi. :-'41014NtOtotnmo...-0:101.?. "- . :...i,
V",. .• ''• ••••Zr•• ' •. *.':,' .' . •.• • :; ' ' ' •-•,- '`•-•-',-I'AV'e'''-.'''''!''' :1,114''.:,• ": ...I'v...r.'6'.'-'':
.1.ai'.... '..-.;`,.",!k-q.w.,••'ie. •••• ' ; '
1. ..." -..
!A • ' • n4 1.1" A ,..}-,,,,, it,0,, .
I:.: -•"..f;V.": ,•t•I: ' :%y.i.'.1",:. kr'' Ir.•
,.. ,7,, .1,,..• •• ''' a.. "
.
..,,
.
.. '
,. ,
•..... '•"h3..•,...),"(„Ar _ ,.• .
.0.a .&,,;‘, .,kr/..-• .. ,; ...,'..
;.'-'72.-.-1'1,i'iii-- :•:••''',._, .i• .
•tk*eri..1Aa.;.6::•__•'•.,, .-- L ri',::' ."'!* .'l ', ... . . . . , . . , . ••: .:,.:•1,%.::" ':
. -, . , • • . •, . • ‘ ,........,,,
;,......=-. . -c"-,.•• .. •,i... ..- ',. . ... .,, .. .5,'':, ,. •
. •
, ."mita , •.; • ,-
•
• , ,,,, \, , . ___ • . . -: II; .-.k. •
•
: 1....:;!':.: '' :.1.!i 1 '''s' ' • - . •a-.
:...--I ft•.': •.', .''• . - . -,A,, , 1,7,A));,'
. •
. - , . ,
-, , -; • A
, , .. , . .. - . - ,
...., , .
. • , . . . ., , . ,,
, . , '••••`:`",'•••• - • .- . t '• ,, „
• • .. • I, •, , , I,
......
- - ' --- •• ' , , ,
' . A • •
•14 • ,i. -1-, , . -. •-,+4•-•-•%.l,'. " '• ' . " •' '' . . r•.,
.-• .' '' ' ; 4 411, PP:
* ' „,...a. ....t._
. . , ,,-,Trmi.,.. ...„4 •t.%,1. 0 ,, --. .•,j;••''' ‘:.• ••;?,,,.,-%-, -- . • • '.• , .
i.."'Ct..-1,),•:•.2.1 •..in:.-....;..• . • ... t,..•„( A. .
r. • .
• .'. 41. - 1 '
„
,
.(11. , • Y f .
iiit pririgii,OWYTt - 1 . • ' . . . - ,.... . '1.-.
• f' .
. .4-..';'. i• ,•• `17,a1.°1?Z' .--., .-,1-; •'', . ; :. •" ..." •
I '
"'''.. • • , „, - ' :' - .f.klissli." -* , -71 it.. 174. -. ..• .......:: ., , ,.. ,... . .. ...-. -
.,..- . ,
-..., :. , `,..„., Ii;-„ii .-v .. _. .-... ...:.'.. , .• ;-.-. '..., '. t. .,',.: ,..:.--, , .
-• i ..-,4
- ,,, i ,- ,.. . . • „„.
t=,...,..,,, ., ',..:.:,-.31*. - , .. .......-. . .-- ..••e,,,.
...
.)- ..r., i. 1 1%..4 ,' • ' ,. ... ....
;
1.7•0•11tr.,' .. ,••,- •I, .-•• .. ••„..- , ., . ••_ s
• • N.- - • t xi
•':i\ LT*';).11 ' ....4 • ••'. . ' - - 1 •I" • ,: .,
.'--r 2.1j -• -i,14 • :.- - .. •7
„ -- ' ' '
-.
. • .
• , lt,
:;' '.'''•-.1P'.7!,`' 2 , a-l''' •:. 1., °•''' 'It: „L;.'0-- -",,•• - , • 1) .'‘ -.- ••,• „
•
' '. ':•:` ,-'.- ''' .r..."--S,Arlimie,r119141111,1 • ,., . -
••.:4-•:'3.I "...; l'ii- ' -.:. ii,..i-767-"''''....er.',...--V.,; '' - .,.... . X'/--','.r •
-.77r, _a:70c iji
',I „ ., .. ='.'.'.4, " .4.• '''/4 ,. .... •
'S410•-•'4,_
',. ./.„ , • , ; ,
•
,.. • •.‘• ,1 ' : . A. A 0. A • : •' r :. 7. ..i : t. ., -; -dig, . . . i • . -- • •:
;t - , . •
. ., :.--- .•-.; --. ' - • , ! .. • • - ,:f , .•'',5"--&c . • . ...
• • . .•, .
- - 1_1.''.,'4.4 tiVal 10111;: . ' . •...-''''' ''''-'•-•:;71 <' •-•''••-': .' .'..; !I''. : , ' "/k4 ' • :rY ,, '-`' , • .
- - 1 •••i . ';z.,...,,.....: ......-......••....x.- :. '.;.:;Tr.::T; 1 1 i• "I' ... :i; ,_ , ,12)% .1`,''''..1. ' .' ' 4404 .
- s • • „ -,. . ,
,3 • < : ;* • • .• -* • • ' '• ,,s,..d ..• .pri,• -- - ,.
',.'.'3,, A s• ;,"'„ -z-;.-,-;. •!ss'-'•:`":.''`2. - ,' '' .: :' ? . -.. '-vr, N.- A .,,'"*4 ',15.'1 L'' .. .' . tr 'f i'A'-`•`•••+,„.:. . '-'s. .'
- ,.; Z ' - =-- ; - , ... ...•••••••••-•••-e..10% :.1•' '..."''. • -`-;i',, ..-- . ,- t,.."--;. 1.17.?1"i'..7,...'. . ' ' .' ' ",•••• • !ilk , i.i..1. wiy. 4
t., ••,-•,, , --..,...,,,,,,,...s...,:v..--...-..,-,.; - : , • ,.. ..., .„.,, - •,•_.. , , , • ..,_
• '• ••y- ". 44.--4- :•. _ . _ ,.1 . ..,,, 4., ,,,
. !
•- 1 •-L•• :;;.--..-_-. .......„ - ..,.. . ,•-••....- : •: ' ,''''' ''-!-** ., '---;•• , ,tt,-,A1'.. z t 74'.,,•I''''-'-'' ' '''',: . I i.•4;t:i . --`•._ ''•-ir'4,-!
..,. •t • •• ,
,..... . .
., •••-• t
•. -1-• -4- • ' t'''..,. •,' ik,z.,..- '1_1- .'1)....
. , ,.
, • • i
I
,
I
1
I.
411
; •
i
1
n 9 9 Z. I "3170) -,-e , ...iiiiirr‹.&,v,i7:-,..• ----,::-.1-•o,--calf.7iros-10,..„
,--• .i . i--.4i,- -. ..-_;:w:. .'.-,',.;.)'
•-• -,_,,,,.c.• .--. r•t.rt",•;',..‘ .',,,;... ,::-.41" ,....efra
. .-',• ,; ...-+' • . VO Aiiii4 ..e..,. (it. i 17.....
Cli-1,,,„ ( •• • -...fr.h ••••71:. ' -, ..-, t• ',ii•
It, r .• :,-r „ aviget,t,f.. .... . -4.,.,..... . , , -art .::*,,,. ., ,' ..., ....4...:4; - .i°40/:•,,,,`•;
i 1
.
..,.. . 1 _ . A , ,oi
,. .fq.,Pr,e,:**Lii.-r,',' ad"-.•:.4 .:•14;,,,,,, :70.11i.•'';''')t.
ii , ‘,.,,‘,':-'4'.,.../-,•'' ."-„,i4P7,• - .-`:,'' '•:::4•••'•• ..-4••••-•;:.--l'"--''';••"71i;" -,.,, ' '.-'.`: ,
.• 1;5.,; Ilri.V1- X '.'"' ' '",2., e ,, ''. .•' -VI ilf,....'S j r,1_,'-,.: .,'...r,,•-. ., ..,.: -‘, ,.., . • -. ....--„...,,.-, --r• ,, .yi ..,-- ---, -,- . -.
^ort..-.4 ,--;,... ..7.-,c,;- - -...t,,W lir,: e-4,.,- •,., ••••• - 't...',.,''" • 4,.... s A ilifir:•., ' -,;...1. -5:‘,.,..:-... - ' •
',' if ...,1-tdr In Air-,a10;',it' -r,a,,,,„,,."4,'",P'' - ' ..t.ticeP,-.! •0',. •4' , .'. , , ;
-. -; .,•, • . ,.6.,..T-•,,,j,i
," \%,,,11, , .4,04517,,f.„,i 1,--.170i 4: ,•34;y:IK•.;,,I, •••, -.,litg ., ' ,z.•1-3141F ,.....,„;g ,,.. o, . 3: , • Cm., 1:,,,,,,,,..,,,,,i .,,,•
• •1 •P - • „ , . - •
.1, 4....- --114‘ 4--L,'''.."•''r "-e-, -t"rri-,-, -*S- ?..-‘.4"„,.*•,. ,?:',$‘-:-filrij f_ • ' - - 1...7. '....-,--.4:'itr, -.,--. 1--Z. - '. ,. - 1 ' ; '• . s
- ,•• •
t.,. •.•., ,,,,,,;.;-- ri IF,6.41.,tkix,„, ::,,,,..z;:y •: ,..,-„,,!.i.,-,.. r •-• 1.4,,,,,- -•:-.7k -•1 .. '‘,,r,,- -4. .711E.. . •'.,11r- •
••• '.4...-- 4, i'me,• ,..\-,AI, .11*. / .. ;,.,‘,1,7,1 '•. , _" . r$ -,s. ,te,::.i,..:,.t _, ' „. , - ; .,
AI er: • • _. Nr1., ftli; '4_f' e. 4,.,,--..-. .,14, ,:::.•;• , - .0.„ ,,=.--. e,...:.•4•$,•- . . , , , .
• -,),ws,..d- .. •...;.•1i.' . --'74, •4.• --A....-. •,,,,,,,,,• •4,••- •-_ ...7 „,,,,,,.,••••••• •r- • T ,1,. .., ,• .,...,.
1 . ,-Y',.-'''''. , •:
. ...V.:t:4-"r‘l-''''" • iree5... .:1..4-•:•117i..;'',.101-' *la i 1-1,,,r.: AA ty .'' luir •:r".. ; ‘.Z.W; -- 1" . ...:I. , ... 7-:',
•, • „i
i
• l'. i ' 1 0...,iilf5i1-1.•,%'',4 I):_ ''•• W•'-k;,•VI4I-t•', fin" Wel_ ,-• • -41, 1 ,•, , , _
.!..v.„
. ,
•.-.E,.
;.,-- t•er.'4, - ,i''''-' •7„ •*••••• 'It,. ,'• .-.0.0,z..-
•• •. i.3' I, },,,;"3,f-t.11 ii,--0.4. •,kvi. ,..",-,1,1,....,4mbii r......... ... „ft 0-toirirls ,.-, .• ,I.,•,0,....1
(e.
,:•.-,- . t t 1 •,:-."" ,.;
, •„ - . .
- ,
.. . , ,-;•-.
..-.'4.$
• . t'111 1 *k '.. -----A-t.1., ..':"..' il-.:-;-'.i:',`i.;,=:', ir,"- ••.- , I: i.5- ,.:: . :';-,...-,, -•••" i : .1 f, • . t, ,
,Nr. -
r,. ..*:,,, ,,,,14.• •.,:.•-N..4'.1'..<-%Z.': r i i:.1. , ..,,,--,..-rt lit WI-.--''` . ' '.•:.-:'
. .4
. r t . • . -
• - ' i'lit'', ':',1-- • •• 'F - ,• . -.- ••406 •• ,
'' " . 11V1•;,k.f,;#4;:f.'4:1;(1:•e:t7:1".%;511A-',•••7,.':';;.14.'i'''‘oti.j'A' z.''1,''':•-•„, , ,t-'411.:"Zt-''f n';••'4,,,-.4 ..'.' *'4r;:,;•-•• .i''.• - '4 ...i
V . 4 :-. ,'"t34, --„- .;".,,;'.•41 .r;l1,:Af:,ir.l. 1:.e., ., ,N,' 1,-4'1';;.).34"jr?'-t ,..;:i •• 1 , t....,,...1,, <.,..tu -. .
. , )...5. ' • -,-=', . '-iti.:•-#;ii,,,' *. ..1 ,..' 4 ''''•. •.:`,.. .;1%,:tait"..-',.4,t,. -•- •4 • . :r .____......k..,,,,•,,,..,. - ,_..., _____.
__,....4.•.-1--..--n-...7---==---....... .".----:..---'------- ___....„............_"......77.,,...„
,- ' - :„; ,'.-71-• -07,,it-Ciet 1 .;',•,',;k,•„" r,",'.4 4011'-k.g. , 4c,-;.,,,,. ". t4'''''- '.•
r'...' -.%.,............•-•-- ....•.-.. "......:•••••••. .........',7='..*:.-.......- ..'..Z....=:47..-7.0:7•;=...Z=.......:,.............1..•
" ,, 1.-1. :jNy, .. ' ' 'N),....40 ' . . ...''' ' .' tf...n.'.' :'....'"''.-' '''' ......'....7.:r: ...=...'77 ,...•-.....'...' ''' .'':"..'''... . ':.'.. . .• i .. r.r ". . ( '' ;','
. '• ''..1 1 .a.dAVA"A'::'' ..'''Z'. '' . .A, 4. .....t,it'. ''.' I 1.4'44 017:r"Z.2.' t I'.,...::r.':%.--::::::"I.;:::7"-::-:%.. .., -• . '• • -•'" ..• •:-.•- ..- ,4,'. '
i . ,, ,,e, -4 --:•:---`•-•-•----: - t,.
ir;---.4) ".• r • -4-.. - . • - „.' •••::-,•:..------ ,- •.4- .
1, --:-,-1.•-- '• -.1../..;,-•••• -•••:-.1.1.- k,, A'41 ,1,ga p 41'1
" *
!•,.. .., ''IP ''' '• ' ••'''''-,,:,,-•i•V.,. 1•'•;.'''7,S" 7.Az,.`'',, :;• --,--'. 07,-,1;- ,.,..,-*K ,.. .r le-'
1 '''' ' ',`"'" •''' -.'3.;. T Va. - -k- • 4 .....4S. "'-',''' i .... ' ' ../,..V..i,
V , : ."1,„ ,. • :. t .. ..,t,,: ':'9''vi, ' •I-::. '''''..s._... 1- -‘..-- •' . ......% -'`\''Z',.
..,,, . 1. -4.':'
1.'.:' '.,., '•: i. ..';'''1%j:,<1'' ,•-''''...*4-:-;.,,,..;'•7:?'1--:t'T:,."‘'-`1•''. 'T. - ....' '
4,
.,...i..__
, ..4..:,.,,,,,,J.:.1 .__•• i • . . ....„ ,..• ri.' j', fTr'-'1"-f,!d : ,
1.. ... •• :1,'' 'i'.:- . '' c,in..r,.1,,vnt vio,.:,s,.c,
• 'i •.,:-:i 4 ., , • in 111 iv;
1:•*.1,4, • ' ;
..5. . ,.
' t:- ••••••.;'-'s.--‘,, ";''4.••• ''•-t. P-3:.'''.-1'-'11,;.''','''''.• •••,13',.' •tc,1::,:* -'- '-''•-,, •
... ",-,..''''''',.,-.-Z-,': '-'-'-'1-.1';•-•,,,•:-..4r --'i•.--01--',•- ..2. .1:'''•-''''_,,,,.;,..'- 4'. ',.. '
....4 . .;., • • ••:-., --:.,,..„. ... -:72F.A1....,......- t-t. .' 2..**6.
-.. &
I
, . br -tr ./ 4 • -C , . ' II .:' ,,'•:.i:
• 4••
• 1.4 2.: '..)? T•
-•-t• 4 1•••:.,r 1
li , •-- --4.''''',•••:' ,•,-, , -', 'V''-•!ii• •'' •,,4• v - . ..,• f'-',-, -_ -- • •• • ,v-VIA"- ,,,,,,,,,,,i.-, ,....€... ,zt
:It:,.,..,•,74.r.t.e.,..4.,-,..
•':32,bt7,eft-4,4,;•.,•"'''''''..t.r.\'''''.4:::, • •
• -;:q.. .e.,-v.s..--.
I" i;;:, . ,rter • -
•••; _,..14.-•,L.,11;',ii:'' r' • ' ''',-;,:4'. •
. t..',ton- ,,,f.r.,,,;•;:hvir:ir ..-. •: . t. .,!,`q.;:-..'.""1-,-•:i•,''.' . l•'•'Vi1,1l',-p,•Ar.f.1''.:''•.„-';5''-;;';',.',•,.',.-.4.,',,',,?'•'=.'..-",.,,"1;/'1-•J.i• -?.1.,;7'!"-..r..f,.-,,...''.•;•':•.•'-.-.,,,C•-‘.S:A:.<:•,V,•.v.:..--•,••-',.•„-•'•.•
•••••-,'•-•!.....!*-.-;;---.•.,_.:-,-::-'•-fZ1'.-)--..4;.,.'.•.-.i,•. 4,...'...'.'..'..
.'•
:'::.!..:,-...-... ,: ,.-, -`;•4.'.- ,%.,..ptisi•-4.-•r-
•-•'- •‘••-,-4;1. Ya-ide.g1il.gt .1,;.' • •i•f•i•..-•4'.I.".-t-.„g.,-e4•.4-•l1.•i,-•,.
•t4t.e--At•ottr4:).4.!r7:,.‘,...s.",t't i1--,T••pb..•--,‘,Li.1
r9••'.4'-2 1,-.41-.-
: ' .= .:'\P,,ci•_•,--••.,.„••,----.:•i-•,,-.,1e-1,•t4'.se.,.-.1i,.•11•C•-.,07t.‘
..ti.,4':.. ..., Ir.:, *ti'li .... " • ,.'fr, ...o 3. ' . . '.;••'.h rMt•4',. ie. ,),;.*'•...,11,-;.,`,‘.1,-af.”--,`,'',"‘"-',I4:4,'",
•• ,„„,-• r•te,, ,''', ,,,:•,.,• . ..,,,,.'.-..,,e,,A,-,-.,.--
--' .. ----. •---,-,--1...-":.. ...f.----...7'' ,' '+^- 4--f.„...':,--. . - .;4"If g..,i',..,,,,,,,,,,,,,,r,y41-..,1.,.1.7,,,,,_•17riT .,,,,tV,14,415,..,r, .L.,,,..,,r;;;,7,...0-4,,,-,v,,,
i',..- Z'''' „, • .„..,- -...f4-.-'4,----7,,'!.•••-''-';'7-=''"-•r;-"----"*.''.'.7-,':'''""::-....-4- -:-.•-'"- '"'"--I" • .: - t.,. i 4'fr„;-"14,A,:r.1.,:t.-$4-":4,,z•44%-c • --..--- ...--r,, ,,."-,..,---..,--s4-•
. "•-•-• --,-4. 7')''" _:"---'''':-. -----• tr--•-";,;-----7---. •• .- •-'-'7---.4-•;-:4'... • -.: .; •••.1' .'-`,..44,-.4:4',--47.----,,-7, -.;t;-..„,•,-444:7-4.M.;;-.-C-..',<.=.,-.4,-;-4:-,,I.I,,
--.!, - - •---•---- -••-"--- ---- •---;-;--..--'; ..„,-4-P.-t-..- •* - 1.... ' ' '.- 't --4-,••••-•)•.---1.--1-eA.P-4,W...1. •41,-.r..1•1".- • )---,ir'fi;..-4,:i'•••zt•„?-4
,..... .
...... . __12,7-7-:-•••.:-,',....i4 -"-..i_.'''-r,n,..- ,.„•,',..,-, --44•:, .-‘4,44 .• ...--••..•..„....-:,,••-,---, -. - --„--2.-.' .,.;i..........i.l..;_44?;:•--4,1:4 ••kii,l,za... ..„,--,,, i,,,4•;,...1,4„...,....--.,:,-;,::,.
0-'7.. -:.- , - '-`.--,...' -,..1.•T,:„ ..,-,••,:,',,,,•- ;•••,..-b,-;::::-..••---... .. •,....;••:-..;•,...c,-...--,-::-.,,,„„-,. --1-.'.i.r--- ''.,.:-.r.:,T.''..-.4..7:'-,11..„. t. .',7/..41PL74-1,?" .:`•-'.'":',....:1,-.......,.,=.,..-,-;,1..zz.7,-,..-t"'.-`4,:.:•-,...mt."""
..: . . Or. .... . -lac,4:',144,kiz•- ..-,...,e,,,'-.....,,.-:.•••,--•:.-...,:v4.,t .a J.:.;-k'44;4.'73 .4--- ,.:''' -:',...-,t ;.:,'. ' .-;:-,-,:,....17.7.:_z;._..„-'--,...-.."-. .•.2....7.-7- -,-.*:. .. ,,, . 1 ,. _ - •--4
Ti'''''-z- :'''F`;'-'1.-4..''-'• ''':.'f."-..',•:'11' '-,-?•`•-:;:-.:11•:•-sit'V--'i''';'• -- 7 ---....,,"#'5:i0,..- .•'.•:-.--.•••••"•:-.--- "------:.43•=,1-•:'•-•,..,•;?..4,4''''':-"•-•- . ,..- 1.---- •':.-'-- - - '-. . .-..._,,-; ,..-,, .,:.. . ,4t,,-
r' '')';'.. ' ' IlAti,'',.-.ria'''C .):%:'/:'. 7:"'Irl':::'"•,'.';4**.;.:Vii''.'i:•.''t,•?74c:11;.1.;.:1:'''''': ''''''..raitlY!'93 '•'''Og`.,, . ._,1........,ii! ei.-.-,;.•:':-:---: .' -,;,.-„, .., .....•..,z,,-.: ,,.1__- ..; ..i
)
;'-''''...... ' ' ..k.-1,7 ..'•••-'' `'',..;,,,- -'•'" •-• '•,' s'' •.....:,:.
' " I .-...a,tRiiiM.:.,!,-..,441.,i*,-Ut',.;',•r•r( .-.-1-..1.'1 ji.i.j 7;;Cfc;f L' •',:4 ...4 ' ''.. -: '.. .. ' .,.' - '•.:•• • • ;...,••§,• •-•..'' ' :'..,...
... ...... I' .. .:" P..',-Z4.4.'••••.'7. ...y,14/1.I-'4.t . ,' ''-.S. 'tY3I‘Wri S'ak'i4 0,11-.'4710,°":3:14;'4 i' -. /:'"ej ' 3.P'4 ';'Ll''..:.'' ''':'....'i :'....- '.'..1. V '
.„,..,,,,,..... .. . ... -7,-4...;-%;itilii4,..-411.1/reil-,41.,.•'y '.'' liA• '-••••-','.7e.-!Itir. 14.7.41it.: ,•'-, . • -4., :-.•.........-••••",''.•-•
•
••••-... ,r......,,- r 1-.Sp ;,.....,,,,„„....:.,--„,• .,'Y - , '7 ...,:.•,,c,:',,,,.. '-'''...L. , '''• ','..E. 4j.44?, . „iii.k. - . , ..
- it-7-• • I. -'.- -Ir"./.- - - -•-, -41. 14 . . - - -, ..,•-) , ,
...., '•,...,..-.,* • 1 •; -t•,..4.-. ...', - ..- .4;.?;.4 • ` ... ' .- ` --cl 4.-0,•'
1.-/-4••:Y.' ' tz'" •yll'• 't-,• l' . ...,,sti's„.11*,:• ;''
4 ... I , ..?;.,E, .., ._ .•-,...- ..- - .- --': - - ,....4_,,„....11.,',11:.,:-.
`'..t14;,..f•T',1',''''S 3. •.•...,•., ,t,2 ,• qc- .•-•:•••144ps• ?.. 38 .„,.......-.1y, .. • . ...,,- .. .__ , :.„?...„ ., .. . , .. 4 c', '''-'6
. T,-Ft•••.....-... •T .,, I 1,•' 7:: ,, 1 '
',41 1..‘,44:iti • * . ,44 '/.1'.4 it*:-;'t,-,•', `•• ' i• 1*44 `
1 ca.„ q '' '4 -' I • '.. • T,,----•Tlyr
, Y-. ',-- .•,'-'...• --- • •-"'t•-••1,1::-`1..r7 •Zi - •b41,:,-•- • • •!-11 . .01,.1.. 1-4104.1"-#A-,---F.- ":•:'
-i4-.. i, I:, f ,•
e.,-.•-•,:l -- . • , •
'''.--°,i,f- • ‘:. - -----, •`-'-',---,,`,,-itatfi ;4 - -,,‘,.,,,i----,--sAfii_ .-ze- --. „ --..
J•I, r
'.; ,,., . ''''. .,Y-_k.,,..,••••.:-
•, •4;47,11,-,-,-.., . . :i ,. --•.:1 .1,.;1-, g f ,_ .."-,..4.......r.. . .2.:,..-0.-.. ;:.! :,.,j.;z-.:V ..
-;.•At:'.1-=•;!-•
\
.. '')• • . ..5- ,•,& , , k•:,- --- t'. 1 ' -, • '
4,..."5•:1'.; 4.••^,,' : •!'-'7•••'-' ..ki-att :. „, , :•:.•,.:7.'•1, T.P-k It' -"it -4,%•;•'•%•••••••;4, f•-",,-:•: " .t,.-,
.44,m.lt ,,,••,, .u.k.,'1:„ . ...•...., . ;•„.,.. .-. „:i-!„- :.----- ft rn.u,.,r2. . .?.•ftrt,,r.,i I-• ,
:,-----,..-:'-:-.......,r
;z-.-,‘,
, - --,-,,•-, • , • L •••• :.'\ r , '''''., ..•1,):'"-..-f-j ' ti.se.V-- -ts1"4.77‘Witql.• ''."-',-Wi' ''',,!.'- V•_;.:-....:!-::••lit' ,,,`,
'•': ;,'• ii• I ' : „- e- .4- ; " '';`;;;;;;,..7-•!,<- . `..hf2:.'`..-r'4?••••tAt.447•S•'4,>. '',1-:
...-.1 -.4.1',..3-vit,.••-...x....•-..7".......41.4.41-.%• -7' • '-;'t• ''.••;'••• •, .._ ''.\14\, --
..4•4 - -1-• Y. 'till II•• s'ir - ;A,,''••••••‘. API: --• --- • ••!.....40.•11.,,-.:.---; 4 s•-•••4::',4•,- ..70 4"- a to ,,,,z,. J',1-,--7/.142-1"' " gia''''i-14-4.-...1:"t'''''1,-• . ' -'.3.'" -CA ---;";•„--,i
r ii'io '-viti. -, '"\A'''IVJAk'''• '-'1 '••'1. ra 0,, ,t, ..r.•,', •-•••,•=--t• ••••,;.!11•-•••••,,,-. ..,,:-.•...1.,,•-_,,,,,„•:„;
...I..' 'it?,......,4.•I IkIllgt.4'44'.. i7-' '''1),t,$„,, -;,',,y&•41, 16., ,, r_-...'.,-77-i • -t..,,j'. .. ,,,:',.,!$-7,Pli_.• , .. Iiiiiiiiiii liiiiimil
" •
t., ..,_" " .. -,.. - - • • "-- -,i-•,„,'„ ,,,„-.4-1,4 , ,?9:&.r.11 -,--,......., 44to,erf,444-441:.••,4,;•.tws s•',,e3. „,,. ...1111WWW
-" .1,r ..".. I . 1".'.k- ,' ,itli... 1}4 .. -i 0'''' ''. '`L• .., t,2,,•:•11.,..1 7:...,!:::. '" .,--
. \V,F •-,s,, • ' ' , At.p.
. f • ' • _ ,
I
.••., ,r7.E.;•'.• iill r.i-431 Nt ‘,..",i•- •i4.,...-!"`-" • :".,,, In',...,-,, ....ti. , 4. ,..r..,,,...A,,,;*,„14,,,.,,-3,•,,-.„1-.••,..r4,-„,,,,,.„.0',-;,•-,. _., _
10 lir-.„••• . , - . _,,A1 ..:-.-.4;4'••.a i!fr., ' .,•:,• ' '4'..1.`:•:: .."• .4.;,.1'' ' .•'.1,i•••.:t: -4;`:•.7' ''4 .7,4V,s14.*'-''tr•t•cl,,,„''Ye,,V",:7. --•••V21:-,.•••••,----
- .., ..i'-....- - , -, •;•,c..' -1,-‘4'). .4'. - • -0....• •.414-41•,•••„*''f•4••*".••'''• .iort•f-t, ,-,•• ".1,,
•••-•. ,,,:,•••••_•,‘,.,„,, ,...,..••fts•,-.X1,•'”;:., • ,,_• __ , .....,„.. •-,- ; `x-••••••-•1•., . • - •...,•-• . "-•- '
ergrzcr...°7'k-4,-1.--.7 -;.7.17.--;"----tt .i-4‘---.----:--..-k- .'•-1: ,,,,,„,,, :.• •.-.Allt r•li t• •
j„..,,, - --- •A--.,,,,,..- :;i,..,"1.,-.c R trrif.-1 47 . .. ,, -_ . ' - • •
logit*1,14--isk- .. . .Y.:1 Viiiiiiiiiait - . • 4i.,-- ,e2-aluzz=;,a •-•., 6-it,c,r v, I
- •'-'!.,-...7-k-'--- .:---_,-- .:---rf-.1..-,-_:
¢292
/1// /e- f"i$e ;XiAt/rr,e7 v2 57 z/—
S/z /6 7 . /10 v OWES grir S, . . 1461-,oy 110/
575-" C/1-4/11 /7/ 6,e/ auPs
J'C25Lj &44f2/C/Z- 4kT20,0 /4/ /490?-ce--
sT'-re- /N5, : 4n - D 44--t,
C-Minki-c-7 i - ; NIP IN k)tvyN6 G©AIS ,
S'!47-r IcpersTle (ginter.
it:S617.1 St icY61/)
/✓Ik77W2,5 .' 5..FA_ Zti 25- . Ca /
A-k • 7.z a s-
,s- (SCOuo/,� //t/5 [ft/V��
/0,77pitl 22060 4304./,0 ? _ C)Etv1)4-:
y.
B9 clek a 61/4 ' = -7/6/6/9. 75-164
worms ,9, 4- .
-:.../yl/4z4e: • .../4 ‘?,,00 fotenL e
./pooh ES 4-519D (9-ENE-rufroe /Yl Omni�,lb
/0: z2Pm
?WI) uc,Ont—ic//06.- 4 (3(DC '91,0 F-2-44 Mo ugret •
C MTV 12) rig 7 Ts-VGA-0-
tit)/NC0 te a' 0944417" l- 462-0l
de - a. 'hi - 70 Wail- °
S[9
, r . •
,--
4 .
41'
.(#
//1i .2ILL. Si - Cu 77-4/ aa/1-5 4006c 00_
b
LE-vg-1.- tki/Ez_Y r — /
d(Ar. Nofsr- yf e/ /9- e /iS
76 dieh- e_ 12-/2 ' ,1,48r6i6
/2205-g Lonfe-57-47e co,vcie-a- /;//kEe 7-44fee
• /0- 701/ ,tg/Icl 0, 41-4'7441 a/e"-A17-)
1— z-44-74/e NevSz-- ,,C 44-e 6 14(':
Fc/e4-- ' 52s-10A-
__
Afg 6ii-ke- ( ocat/t (4 oc
9Vd8,9- 6 V, is P/04-eso '
,
-
CO-PrCLETVZ /1/7A- RaV/4/16.-- 7W4fitiri-
/02c/64- e 6 9 /-- 01 01,4- e5-0`-- e3i--cii3,4
il a. sol
CONc-n-etz- m ncoz - pourzia6.- 92_1611- 0 611' , 1
es-c1f34
eV ' ,
pyLLeie, mpoo x7-kuoir/6- tem-gei&-e.
Cm) (rEif`)) .9ae p'14f1 -- 7#le4 e_ 5-01` vcidfr •
lz :04(1
e ,./.45r/cucr-rdv 4-g 44E4-5/,//z.........____________t•P e ak---e4--/kR 0 -
675-- 6 a a/04-
4AI
:: G314 tfo/yo 7i0
(tfi_
t, M-A, L06, kw z- Ofir4/fe( 4-77-47N47761A1/ 7.19 6 1
U874\ 71 ' Fg 441 V/1/ZMArer 4-41/0 2- eSe 1 4,4 li
/9/11 C b)5-010/9), U5E0 f-art DErriztua4*- tegiVIAree- : / 1.--Z 0"
I- -ii(6-2- e Xece-a/ex s tr4.--. 0:-.. .01-3T4fer 1 10. 1
' - Pea*, ige r"let 7-0 NO .gle 5 /7-6--_. - I
.....t. .erie-• .. ..: dr....:=,- ...*4-s ....,• c:,-'',...vf.i.14.!,,,.". 3i1-•,'.\'''..;:-.......,...7.!I:F:4';,'....'• if•:;:',"? ,t;a:s I •••••.:••• '.i•° '-..' ‘.••': t`••7•'•.: 14;111E:•.:4•••;41,14:111!•''at jiiii-:'. •:•.iJIS„.,r''''./14.: (
•.z.'f'LF:s_ 4a,..., :,. h.":-.. '.; ',,,titalef, , ,1-,A;:•,. ''...J..,,,,' ;',,'''' ''',,401: ••'‘ --'-' ' ,'•'; v'''114.- .;;, ' "v;••' 'T '°".4ii1A: ,
..--_-.A•,;:*,;=4.-4',I,14,t:-. •'-,11.:„„,.. •-• ,.1 ••:•,",, '111!"..7;.-:,•;#%.•••.', - -4; .`•••,,.'..„,..-4 •-1 zi,4tittlf.`._ :, -; se2',,,1-41. 1.:4k•-":i, r , 'C 'etli,,)110111 ',01,k) (
-;•- : •'-'--"44 ‘.-.'•-' ,..,••:r17:2::‘.`'(.14' ',. \,4.,,,;.....-„,`,.- ..,;(....,.. •,4,,,... , • , , .., , :-.L-r ,--• . 4,.) ri-4. .%.....-- ...•• --- •--• .1 t i tail
- "7"-‘-'e' ,-,,e,',--` `.'••.7,,..4:,e 4. .- !•.,..„'--. • "'.."- --- -.A.-.:-:' '•2-a'" -4 ' s‘; 'Iv; .., 'it °in-,t. r
,_ = ...„;,,,p_... , ..,,,. ...., .... ....,-._. .. ••••Al‘ : ..- .J. .ii,`-`‘ ''' •-•••••• • .-:tr 1 t..”/ •r`•Ve'•,- , -,ti.*•-• .,a
. -1.120-:24.6 IIP 1,, 7,-,t,-.- ••,,,••--), • ,". •• • -IS:.''' • .1. ., -• - ..., -- . . 4. •'" -
" ?'' " • • +,
- •...••1_•).,, .;‘, ,. ,.. • I • ' `.' .,-,•i,. ,. „,..„ g •' ‘ ••••"' Nr..
,.„Er r ,, .41"..-; .,:f..! pr.....,01a, .„.. -• ,. .,, !;•• ...,, , .., .g-•• -..../. -.,.••, . . ,-•••-•t„, • A .e,..q/ . •.,..t.tt. 11{,,,,t t•t* •)
.••• ••••.- .Akikeip., me. __;..,;,.,..,.c-.......74,•W •-"'" , ".'"-- ..4 ,....- .„„.., •. ..9....,r ..vi•-;, . .••••, -•:.....,.. - • ..
-- -.1,••:- ---- •- - ---.-,-÷4----r---- : ---..7.777.; • --••.-..-s. ' " 'S. -•:. ' '. •iiiiii..14) r.11.. ',4,,,,,,,.,--..• •• ^••••• i,af,e•-•,-'t JIM,..„itZ(11!..... , " ,
''•.' 0...4...- . ..,,•.)-;:lv•-.?;-• li• '7 .,,,,--A.47,:i..;t• •v„-Y•41.1."-_,..--.- ,•!4, ,i %.
•• ' .-. --s"• --",':•.:."..".,, 4." 2.''L.-••- `.. •••‘., 7•• , .', 4,•••• • ,,4.i./.141, • • . .. q „:, ,•,,,u,:'4,, ,....-', tl)
g: . 1-7- :, -1,. .,."f:?....-•-•-''.- .4!.'.::.' -. , '..., r4....)`: .N. :.. • 4 • :
1 1
''.t..-..'' .,,,,,,i''. . .sost.,...t. . ., ••i,' ,,.. . %.....,, ..-.,
i -,- ..'-• ..,.,;---- • -;... ;:.:-.:...„..:., .,.....-....,,1,,4.t..,...;..:,',....p.-.;;., ,:._,...,,,-..._}.11....li.\:..s.i.,..:.'....: ,j.,'.,.., .; - ''...:::.;.-'.,..-x.+1.‘..p.„'.. '''..... 1e1:4.‘J.:''''.:Aiii., 1:ic ,.:..-4r:--.4-,c.:„..1t4°"..-::11.%-'.4-7:,.,, '::.- e,11, (
i-,,,,,.. : : „y'. .-111 a•' ,'•••!. '".:7-7.-c“i': ,-.' .7. ...;;:•• i •••••-....;:.'.l•,1 ri•'. : *.'11.!J 5-'1';' • J. .•••". ..„if, ‘$),IR `,.!.Li+ .4.,-,..51.1.!:',1,'''s
:il%-• ..; 4.,..e..,,v 4-, A .3:-•0-•::•• .01!•,•• * • 0, :
4 _. •I 7-, : , le) •Il 1 1' •
-.,,, 1 ., E1,--2..,•,. zi .•..1 i ..1 7,1,11 cr "....-•11,.,•;,-;.-T--ric,.,.: ,...... ...1,-; ,i,c,:e:',
..,, . :'.7: ).-.! ').: 44 ., - Olt •
r •".,.........,.. ., . ...... i.:.r.i....
.r.• 4.7:2_,,,.7,.•:,-.:;.-,•i-". • „ ..i'7 ,-.,,'. ' -,..,..,-;.'..`- ' 'eux 4 ,4- v 'lite • ,-• •
', 4,0,400 - T,;e..- - r-• • -11
.,,An)i.'k, ',Ii•'•••• ''t. 2,.•• ',7"-A .7'-r,:...!,•:‘ a- ..: ;"' "." -,,.•Z\-,-;,.;1 •
....•
" .-I:•?...•:.:,i:.13Z•:' " ''-''" .4'‘')T. r . ...l'i4 ;•,•• ^'• 'i.,.-.•• • .): '
...i..- ...ty!„.1...r . , 01-ilil.mt.. .. ••...4.1,,,, .,..,,:'...4: ,,_.,
-• 47 • -• • -t.r ..,.
. •• Nk -
01;a;. •,- 71 =iv 1.,_,.,
'''ht, • • iffe ie a 11 •'•• ',. 14....,.c.,. it. ••-'1•4/k, --•',,,, . A - . ..,, • $s .,-
-g,'"•-•:' .,,,.,,,,,-„.....,e- . , 1 • • ...Iv. , .s.-....m...--,,, .. • .
lit: -,!,:.: •-: -,-•.-!•.!;';'-'4.:221.-141,gatM.iffi),,Aitl'`,44-'"...f.---•••`.`,•- ' t.,i-• ' iiit. .......- ,.• , ,, iy--,1 . ... •,., ,-. ,,, z„
. k ,
,•-, •,.....‘,-• --c.a., . -.)(A
Me,. •,,•t”.•. --4-4i-Ar, ,,,e'i•-;fr,•1,-•, -y)V-1 t‘.4 '• ' 1:•--'111`,4,4-%•-i •—• i 11.' .
..-,„, .....47-',..,t.u.,,hts.,„..,,, ..• ,...... ..,,,.,.;!,,,,,,,.. r,..., ,-, „..-. , -- ,,... . „7 l. . ' . Trie,:t1 i, : 7,1'.. +,.-..; '-k !f - 11111P'. .„..' . c•
',7•R -•... .. fk.......,441:,..T..--)x4 ..•••••• P.,, • :.• •• .,.3d, '..•2,i.',,,,t.1. ,..-1 . 1 i ,),.y , . ''t ..•;••••• :• • . ••• 4•°1•411111.••‘;'.• -i,•- '.. 11-1141P•
4.: ..t• • ..,•,4„...7,...,, e1:,"4_,14,:-. ;4:1.17, 13'...1,-.• j„,.•: .. 2,-, •-':V•Wro•..:r:.: • -ri: . ... •• -k, ; •' • ,- ;‘,‘ • - ,.. , . :,,,--.i • .. - ;
Oka-L. -- . 9••••-vT.'....gt.--p!? 5/7.rc xli- •••••a, .• •••4"---.45-=•••••? ,.' „am. .. ' •,. . •• - , • ., ,, N •,,L,„,i. i.::....1r4. ,
_ 7* ,. kitu..-- efs,-,, , . ,,,I•734„," .:. •It Wih. .•,: 7,-•:••• ip....„.•.•6 . ,„, .,
:.... ,..y.t,...,,,..-e.„: . .;.'"ir•C.,4±. , ....;•140-4„, • •],i-u- '•' " .
•-'•• 1 '• ..„Z--7,:q.'.7•Z'f•Q%, -,Pt,', ,::--A_,71,-psfir..,7';:.- ' -•2. ''-•••P-....• 't'4111.."` .., ' ,
• . ,......ii
..-:4 --', 1 : •-.&IV;•••,,,t.,--Ai•-•%:R.•-• _,' ' '...r,‘,74...,...),i.,:_rt ;':;,_•'• ;4,,-0- 1.•:"...'%.- .„ t„ • :.r, • 4- r.. i• . 74. b... , ,,,,s,4",••,- •-:- ,f• •••yt.
••,'•E.,..'i •rck.*-;;;;Ci ::•+, .-yr.... - • x • .-- 1 .." -,.'" .1'. -1 - 1 - . . ;..„ : ., - -...-'3 •„'`.0.,efa- i,,,' ' „,•--s ,... l :D., 6.-:. •
. ,.
.„ ,.. ,,,i ... . •,
11'. -41' -, . '.'-i '15,:''1/2 •,, • g44.r,'Iltip: .••"•-••ei-.;P'AT: ''' '-e,,,,b-•11ii .•4 ' ' I''' ` -...- .4.. ,-. vxt..• .- ' ' r. - --‘-'- .
1
, ., • , ..,. ..,,,..• 4. .
NI&, :fie.: . •„i.4..........f.-,0,..,„..., ...- L• 4 • !'''fr••,-.•, . • •••-litiVn• •c a . .....,. • •
{ —?... ir'44-,,,:it'.-.5" %-.. •''teV.suiff ftl eAki.i.c,.. ..r. .0, /1`4 • ‘1 t '. - '
#
• . ••
I': ..4 . c :„.._,..-‘,......_,•,,...„. ..... ......„.„ „..i.... ..:,,,.. ,.. .i. ::. : ..„. .. .
•4.i.r'' '' ,1.4.V1.ft4.-,r&q, tA,_ kt•::,15‘; ••-::,, • s ,;.„-. ,.. I '1 • , - •••\1• . ., --•••.- - •'? ,-"--';';1. F - 7..A.,•.... 0._:„1.
..,..i 4- if!rwi,.-.1,---,aa* •.w. .440,_.,.....hi..-., 1,1 .., •
„ef •.., . e:•. ,.. -............; • .., . . :
- ' '
. ..,,0.1. ,,...4.. • ,.., . t•1..' ,'' ,tidi. • •--C;i1Livi OS,-1.-3..
, s.„.".. , , • 4, -, 5,,v.:„„," , .. , -• :P. 1 .. , -41 O.&
'1' - •. ..,..4„,,...a.,..... .4.,4-..„ g..1 7
i..,,,r,..,_.. .e),-,•- ;.......,- ..,.-• .
.. . ,,., .. .4..!,-,.2.•• ,-..:-..z ._ ..,=•I %."1 -,• .
'141:- i•• ••• 4:.%''IrtJ•• • •.• - r ‘ 1 . - , )4 46', •„- •1/ I.'.'t3,--741-; ".i.o i'•Id% .4•••
41,. '...1 -c*, ;J.,1•• •••• • a •` • e. •.' • . .....,111 , .
• •f, . • '•r-'4•' ,C.••-.• r•:, 't- 1,-. 1.--c-lr; L' • 4
. • •••• • ." • n•••• .1-.., . ,./..• .A.-...,..?.
t ••c.,-$.0Q..•,... .•,4
....;r.:1• . );,,,,,,..,..•_,..‘.,.1.7, .11x . . . ,• -.., ,k .. •• - " .,:': ' .4' • ll'...: 'It.. - •(:•:!'' '' .,•.::- ' '
;;;;:it,..-', • • ),-....6,62, y..,;,
‘' , . •.;Irr,,.• 't,`2"-_, :::•••••".khilikl. ,..,,,:-.,..r.-.4%r
'lie' '41 1°‘• ----.• , -'4st..<7..*•'
..4.,W,...,:i• -,,,
r.,.> k: 4.-tr.- • t, ., X r
••41 • ...•
...,,,,,„....1..11,,,,.1
t
. , , • ,
4r. .
r.,4. •. •1 1'.\\•.: .,:•
t-h: ..' ••r:t' katii'i(it.ZA, ••; - •,. . • 4,4•;.', c.,•••,-.1i.es'ict, • , . ,.... • :•....,,,.. , „,t,N.
GIS•.',. • - ii -.INT; _444‘.akt • . • • • •• • 4 • 2;VA 74-4 '''•zic).4-.C;,11:- -••'7' , '7 '---,,-r: - /-
7 r •S.„r4.,1.--3•*:,-4.;II . . ,..., ,. .',' • :- , • %.o. v IA , • u. ,'-r•"'
)1,••••• ,•igf.,;:- 11,,,,, ,,,calf• -,, , x',., -..,• --.-„.....-61,4:6„,-„, i• ..;:ii..,4-,.(.4!.
' , •• 1,,,-', .. , • tilitilg.'..t4 - : .. , ___
: '-'.t. -)',-.7i,si:I.I.'• , • " .'
-, ,rkt --, 4.:" ::, - k •:: -, :•••
e .,.f•t Cr,,,,. 1 l• N.,' , .,.., A'• .
' ,)11•••• i1'".• ‘',
r t•„:.,1, ki ts,, . ,.
. . ';•••4-'.c.,- '1,1 A-4.0,:vx.-4.1 -•. 4,, „Lc- 4....•:-....-.'
ri 4.-,,:. 'ir.A. ef)- "- . '•;•.-1:-0,44,.•,,, i ...kl..stY:.
., .•,..-- 0. •. ? -,....kr..k..r... - -rij,
;Ti=igtrri • ",,,,..'",2! •'• •,!, „,••••••..'..t.4.•-•" •%,, — " i'l ... ' ' ., , ''''' • •`"4 4,' •• •••"71 • •,- ; :4 -•. •,-;,„„ .,, :•••,. ft •...
— — .., • , m..,•7'9',•!...:••••••y_,, ,l_f•-•( - , ' . M-vi . • • '''';' '''r't?4,4fer. :.-fil zr* 0-'2' '....`7e•
- , •'4.1.,•.• • .....N.t. •.0` =4:97.„,.,771,7..„f,t0g,f. ry • `-',;•,....;',.:ji ' 4.'.•
A.. `, • . '• ,.•
-,.',7 0---,_. -41.7...... ,,,,,,,....„..,„;,P..,,,,,,j.4*,41••‘', •t, • :A..:.: 'LI?,. .'''.. ;V „. .. .• •
.4, ri.. ,• •, :.... , ,,• ,:e-,•-4...1.4...;•..v,i,..,.... . - ---t. .1 4..‘, i• ,'. , • • -,
. 4,... .. ,., .,,,, • ..ss.• 4.,-,„;,i; 'z--d.,•,,., ---,,—, -4.4 ' ‘V'IA '' . ' -.
I
• V''r' -I"" ,I, --'.+4". '"%.,' • , . ', '1 1,.717c,c::: 1 4.. ,,,,so.,:f.:IA"....i.,.. ,..::•,.;..,:‘:, ' •: • ::' :
1 - - :-'j.7,-,S.i .:ii:‘,.;`..,,'• ' • % '.
'44 .11,•'"- '- a'
• • ;,,,:),. ,--,..:',1„..,-, • v'''-4 1.15••: I. , -
•,•o• .. le- f ?.._ •• -!.> . •,••..4 .,.i.A ' '' . . 1 V v.,- :•,.. 1 .
1
-, •.- .,,r,;)•-,,-, -1.7.--'" 40„..-q), . `,.; ..
;--- ' '••• --'•• • ''',--4,;;A•k,,,*.• . ;AP, ; 1., .3 \;1.
.
;•.. 1 •e4-,'... .,., /. .—s.-.,4— •
-• .1t `,.
I,
•• ' ir :re . • ---4.-. ..• : .‘.',
ii. . . . • , , ,-....
. . . • , ,.-_,, . -.., .,,. . .
. ,..,e, -. . . .
,...4r,
.7,41 ,- -. • ... i
, :,...• ". • 1--, -,./ L. A.14.) r%
• •. 1 I : ' - -4, ' • ... 4- ,..01...'1..\\...t.‘ ,,,,:. T.• ..'''. 14 :!•.74' 4„, .k. it..
., , , ,,, . •,..
. • " .., •
.. , • ,,,...-..._ , ,,._ .• - " . 7,174- -.•r•t Ay.i$ -. 1.,\ i ,. • ,-- - -3.:•i,,,A• •1 • - ' „.k,„t4..;.....k' i',4..§.• .,--4,7'.i,,7-• - •I--
..-C. 1 It: , . . . •
• , , ,.- ' il ,a i \ •,t .•••, i . ' • •' el--• .. 4 •
.:1,i1'ArI).y i.r -.-•W•,'• ..",•- ', ,
• -.. • ' •`-' •, '',''` lA''4t'')• '.4).'.-v•'\•.1t'..•"V1'..CLI•\l\:\--i...•• -.„.•,•,-•,-,-.....,.,•.•?•,..
.,e
.
•
..•,. •...,•,,.';.."••••...•-•
v4y-t..Il• i.1,..':.'.•.4,:4,1A-
,'.'.•A,•'.,.,?./.2..1. e..•i;t.;1
,,-.•..-i.•4•-•!1-
.kf...r,'•.
'....
t, • • ' , :•• ,'... •P/,-..'.1.g•SP,
.., • ..,,,,,,,,,,.,4;.,',...2 ..`-.;. • .-',\'',,• \1 i • • .. .i. N , ••,: 'el&r. - . ,
..'-4,--Ni,.-1,,,,k'/' . ...; ; 1 - •. w 4., --ii, • "?:, t.. C'4'&- '-.A.'..„,
.il '''A' . , ; ' 4C.,'-'1'.'• .., . .._`“•••••• ''.,•••• - :.k‘-\, ,
,.,--7_ -...„3":.• ...), ''"..,:,).-;-. ;4f1,•,., .•
....,.. 4
• ,r,".:,-4;••.;•• •4' . , - " ....-•''• "ii‘, . •
• -:. r
• •‘ .•
: •, 1 '„:"1 '1.'", . 1--• ..‘44.';;.;.1.-ct'.,.:;1.--.„.•:IA
, -•„: -..., 0„..i"J'*1..•'4•,..;''' '...i.;;;V,i''•'.51-"-- .1'...1,;i t I' • . -, • '•,• -.. ....t • 4 • ,• ,..t,ii-.•••*tri.-,4,,.• 1; , W....
• • -4.
L I.. , • ,— . . .• .,,*...: ,. ...,...:..„...4,,,_.
....:4.... ...,..... :..7.,. ,....•,1•.i:.•,..., ,A3:-1-'-'•ig'i,.!'11... . I'). k
. 1 ,1 • 1
, --'• • • ,.•• 41' , ia. /I-;-;,...0:4... - •• . i \ • - • 110 - i• -• • , r, ..-01 •••••:i..*,,,,,50-Iff
''• 14',. ztr'sit,' it.-4,;.1,41-4,-573
.1. . -r,. .v.: •,I'll. . fr.:444g ..- ..
.
I . i.,.;i7,...,. ;.,• •„1",,' .... . el, , .., •••4/ i , .IA ‘\• .
• .'... '.".;',1 ', • ,17.k.,;._. -- • ir,A;-, . -, .. • .1.-•• . , • 4- ''..) I - •• '• ...4..-
• •-: ',••' '• - ••••• '` ' '," :•. id. •,1\-•si,••b).•7...,,,, ,- 2,• '-- \'., -.., •,• :, '•..
, , pr..,•-•‘•,.. „..-..,,....,,...., ,.,,..70.-v j;., ,qi•.L i •:t'' ; ' -1 ., .‘ , 2.-1 '• '',•,...•.• x.• '. 10 - , ,.„. ,,• '-,-, '''•• •
,.,,,,‘ .. •:', -', ',P,,14'. ; 3. '•',4x -•••',-.ix • • 4,.1, -!•••• •,,S.,„,,, •'--- ,"•.',‘••'.1 e „, -p-. ...., •,-... ,...4.-,44.,,,,e......- ,, .
. ,c• .., ..•„,., • ...„,.• :,,,,, ,, ..., ,Ntg,.... „ , ,-.10„ .... _ 1.). y ..__,1\.
, -
'- •-•.i,... .,i ),,t-•,-, ,.- ...•••)„.),, ••-p,t,• -„ ,. -. , •• .......- • , e - •• ).; v; % . - . -.1 ,
4,„„. ,1,, -...i1 • • . ..•tc••• .•,. plogr,, A.
.,...' -.. " • .•% '1•:..1-'4.0t.,".7.' 71',' . ' -.,*.i. '.i. - -.‘v....- , •
,e,..._...;:',..,..„,,..' .;I.' ' ..L,',5;,,lit,is,i"?(..'„:;-':i:c...1,‘;:•11,,,'".1t.'''‘'4,?4:•\''''•'4::/:•/.7:1':;;'1-;':',1:01i1P1''':i'v'". '':/110.-7.''''''''".1:.;i7r4"7.41;'1.t:a:P:S*4 .. - ''''...:'...1‘k:(.4;:.\\\::\'''''''.\\.:' '''''''''.:::1,'...:'';:::'.:*.•:;:‘,...; 4';':':41.1....1::"''.)t.i.::;1':,:..:16_71‘72:-7.;:t.iri::::'.*!La7;l Hi_','t'•4.
1,,•..
...•..:...'..•f, ,ir::r:..,,',..-.,1....`..,•.4.:/....-•.1-„.r1'i..,,5,z,•:,i,,4ffV:•,i,c::,i.:i'."t:,„.i,,:•,..,„,-,,.4,,0;7j.1„,-i.,,*„.,.,,.,„,.'-..•,•.-,..4...,.•.er..t.;m,-0.-...,f.t.,...g,r.9,r,1,•.,.'"..-.,...:.4„;:":•.:4':,,,.("7.11-,,iq.:(zt.;5I:va•-1,.7„w,.,.‘;....4,-4.f,14,,,.,3•,,-.,,,;,.,..'.,.4:,..k1,,":..(,..7.,.),,.,..
.,,..„.,i'iy..7'.,..„;.4.,-',•,,..,.;,-..',,,.;•-.:,11,..,...:i•.:';-.-.t.,,0•.,f.•,,i.i.7,4V,.Z,,:;,.,:t-„•...,.,..:.,,,,-.0.1:,.•,0.•,--F.i...,"•0..t‘,o'1,'.h4',-,,.5t!kr40:..,4,',-,.1.V,k.-:41..,.,..,0,:,7,-,..:.f,-.k'7.:.14,t-:•1.:,4:,t,.•:.,,'•1F,,t%.i..1,1,.;A,,.„P.,.'4,0".V1,...4.;,.1..'f;;t,I,v.,.:.,,,,,..;i:-A.•....;,,•'.r,,,,„ea%',l.,..k,t,.,,l.c....P;..a•;,...k,q,....-..1;..r.,y,t_1..t,.....t-,..-
,'..i_.•1••:.;..,!
'l. ,._,'t,,_:',,,,i.r.''”‘•:0‘,:.,.,:,U.,,,,..,.1,4\',%,1,,\,,,,.
.\ •--"•..s•''.:
,:. ': . l''•'''-,'•:.-•'A....-,,g••••'.••.:g'e 1‘‘:.•...,•...-t. •.•, i,li:'t::(Vtk:......4;.c.:-.1:4.,a411r.:'7:4.:,I,'1C-;:•::,,.•e.y.•9.e','1•.::•1:•.::'2..-•1•.r44•1
..,.",f:.:.:/-4,1..,.I.,'•:?':..•..1.,•:•.E.1,•.,\•:!1•,.-V•..-??.*l 41
II
i
f 4 .•,
.•i:
1,„.,.,•t
, % -4 esi
.. • , .. ' ' -• .•''-'
!'''.. ' • + ''' 'F r. ' MAT,11 V.•Y+•_''''•.: ........•''''xt.rkikr.. . . ... -.. '...- Ivor No i Ira,:,: ,‘1..,.. ; .., ..,' . i . . ., F. .„1.--..f, •247.,: ,. ••-, . ,'..'''''
' •'I - - .'‘ • ,
-'••.r.
... - ,•.,. ..1.AW."•;,z-1`1.- etrt-fri-..ii-7:).--7; .,1:,. , • ” ' .7••• •-”, r.5- ;- •.:\ .''' 00:1,:k},•fl "t.•:.4,..k,It1.-,f • . ...q
' t• -. b;k0 iii.7. , •t.<r...i....•..,:, ,*4.'. 7'.1.17•;••• t••;-•_ .. •V,\.,,\ ,-::• 1,__j ,' '',,s • . 1.41 ':.• '.....i-:,..cr-',.:-1,4'
.• t.A.., •• 2,..1 - • .,,,,,,,...•• • -..-• ..cs ic-‘,..... ....,-.,,c,.. .. -,,i.
b— ,.`L
14.? & por& /zi
7 4? .7frG �-v da .><a
1/19-/0 6W//w - mac.-._vovu 2)-3vX411/d w nS Z
• 4 S ,as VisL = , 7/, 2/ 04/97LS 1111-n f
�.
iv/s'3/i'7 14/07d W20 '22// -9A1//17/1/41 T 1s,//
QS
• P-4 c , c2 VP 7 f s 9 _, I/, 0131 g
ci.Z/A ..Z(4'77 % /y Qom: 7r _31/7 -31/5 •
i/9/' ,c60-k99/L L = ,_92 -1rVo C g
-17 YJ?l.-1 0,4/00 N® 3'/9v9 ?.i/-d'
, as eJ
-14p -1* siasortfi szDiritc& .
ft.z d
0-1 '/ 224-beek9 1Ji/Okl01 021 mol ;0/
-3437 `720137 -
iws70/ke• NV
-21/°°'2/b ' ...i711 ' s3'v.�.wsr // . zd-c n.0 6'
1VA/
(V0 LZ7)'►?/2 S(Yp7 97>i :2/a 1-7-1zL if\4�
7pr�q 2/0-1ZdSW/ X1-9.1 S' •
CO 5_21/
.0Gl3 w7sy•-_ f) /14/Z6/2/7oWW'' wet /O 6�z/ 60i
Yds 'i eobW) - a1/ iv' fop /'.1
?/O 03�/s W0n/1/ Z'/ .e/Gf/. 'a (V fi'67x_
srk// tvA/ '6 1 T- 0 - �� ►�
i0e/11 fa61-9 s� a74 's /J f 53A/17 rig,/ [ 9/ 7/s If
1
/ // - 1/00-1'I !I" I r r.
' ( ✓ t-
. 2 -- 93
W®!2L' ,4i �t•f• ''
4.EYEZ 4e1/61.,.
/.33P 711 o flood 5k .44//yE Al1go•ctr7J2
9odbx_e. 0/44t e 52' €5--(1M
j 7�1/2f &&4-s7-• E--/Z/A0 1 .
• t 5-d-4 25/= 7 'at est) ` 3SvIM
M0 .
MD 70D P,inrr 5772 r PE12, Df /6.
:00/i/-2 5772/ ipm/6- /-o .72 c/6,¢
Meet/if Iv 7/ a/C6i .570 ` , S"a'
COMP2 va- . cite 50
. Cemsr-1Lotcri M 41E45we
e gsAn
aECe/va 5/T / ; Die a-.SS
0 44/490
•• . 5-3 a1134- t2d134 162o 4'
//%/l'A 47 /1319
x/12,
ad'o r - ; /N3Pecr`02 /¢E,‘Eiz . Tow Yz, 4/0
A"LLDu, / -414 L !/E 1l/C Com,$' A/6- .7:41/464-77-‘,
• Gt7N VT--d2 C r( .r,.r7 V 17`7Es (5ir - /3) cot,640
/Y®r 13E". /5CE/( va-io r
RES r J)c/v r(4- ,2 CGF"/1/ f2 5,
dft, LDG- SC a = ‘DfsT4iJcE Ar rrN&t 4170d/ 7V 43k-
Sue Mel•e
3SueMc rE 2 FROm V•re//L1e eE"V�-z-
5T` ( 5` ) 45E ppm 4)&--7-4-",/,7,0///*-v4n r &E LIEvE-z- G RAE/Lira s Bra--.
F20/4 I/t-ti rtv Wag-
5 TE,
No2g-5r ,
>mvvrn
X C)co co : _ "l I",�
, " ;i/..:;p;• (P„,.
fi
. 0 an
. ,,..... : , .A.:14..._,A,,,,,,..6
O N
} t
MATCHLINE STA L 1119+00 a`I+'• r ","'
O O f,
• x al- : ,
o o-< J► • 1412 11112 8I El1 f 111121101
yxI-mm s.
00 I.c • I JS I
vJ c r •
LJF I ,,:I.,,r. 14
I
- s• I. r, I I II ,;:
U= ; : 1 I ...;.,;,
n or• X 1 1 I
i I , I
, r
-r I I :181112 I
o2 ' •• 1 I
-moi' 1 I I I
rn o _ ; ;� F. L 1121+30
• u _ I I I L PREFERENT I AL LANE SYMBOL (TYP)
-- - I I I •
• � I 1q' L 1121+81
• I I I BEGIN 1:50 EDGE STRIPE TAPER (44' LT)
I 1
1
De
�! •• I I I I 1 ; r
1 , '
'^ - I I 1 I ,I
I 1 ..
= , , l
I , , it
• ,- 1 1 •, I . • L 1122+131 '1
m eo END 1:50;EDGELSTRIPE TAPER (46' RT)
co 11�► I ;
.�� I ; 1 , '1
'A v I �, •
W : c .s m I IL
'Y I' s ,!1 N I 1,- x •
1 r r ,1
I I ' ;1
i I 11
o I I r '►
I ,1
. I I .1
I
o i I I it I '1 •
I
• o • I II , , I ,1
' 11
' I I : 1-
o '3 •
1 I II • , ,; ■
• v I I ' 1 I- ;1 ••
. i I I II ; :I
`•t''" z I • I I- I I I I
m I I� ' I '1
I
1
XI I II II I ■
%. 1 I
•
I
3 S M�, m I I I ; ,. I- L;1126.30 •
OE =0 1 I P'EFERENTIAL LANE SYMBOL (TYP)
i • 1 II
-1
I
Vim m I I j 1 ; 1
II I ,
Qo 1 I h.. '
1 : , I 1
• ' I t I ' i II
I �,I - I ; 1 •
I1 11
-4I I ' I I : 'I , ,1
• I
I I i .L 112;7+81 -
G L 1127+97.20 P.O.T. BK.= I I ; 1121 I ;BEGIN�J-,ANE STRIPE (44' LTl
EE 975+33.20 P.C. AHD. I - II
I 1
1
•
1 I I ,I ,1
vt I , I II I ;1 o.
t.2 • - I i II 11
I ,;,
,,•
,�•,.i
I
1, ' , 1 - I i I I i ; I ,' j
O N . I I I I I I 1 I• ,I;sn;:i a:, ;
EE 977+40 I J . I I I I qv
'
END DROP LANE STRIPE (32' RI) I I 1 0 ;..y ' f::
MATCH EXISTING GORE STRIPE I ' i ' I m ` "•'�-•'••..0•1a
�+ •
END EDGE STRIPE (44' RT) s I '; I Io . ::':w'>;!..... y�
• ♦ ; ? I I I '';li:r1
m • '' I1 I m- 'Str' T
ii I 111 II I I ' • t
i I I EE 978+66 •
z'i• .—
c ,41
- r , "1
iii) .
PREFERENTIAL LANE SYMBOL (TYP.)'
j .h,y,(
Z I I 1 1 1 1 • "i•.'44e16
M
71 li:, i ' 1
--1 c C • 1 , ' ' • •�.I EE 979+ ; . .�- ?., ''''
50 (73'•66' L7) ;�„
IV 2" -i Z 1 I I BEGIN WALL .B i f° ;.;,;.L;t;'^;�,.f.�"'
Z 0 . , 1 1 t1r�' 7 , Y , ' ,•
D N ,/ ' ' 1J EE 979+50 Zu , `I`k `, ,
I 11 I I ' • , )J It J,,'•v /,{'•
• .7 1):11
• S 110;12 iI I ?a:�;y:•;••Ii. a '; r' `.,.
,� ,t , „ I 1 12' CONSTRUCTION PERMITI:,� . r'
•
r I ' " (.CITY OF RENTON) ,<<4/i;' ,]��
II ' I , L r11'h tas.
1 11 ; 1 I 313•x.' • ',.cftF•,
j I I,II I i .i rl' ,,`•Iy'IS1y,r i(S,�S• i'• i
• P I1'J2 I i.t FR ,� • err '•
MATCHLINE STA • e I 1 I • f;, ` .0. I, a v.
EE 981+00 •,:•!1.1 .4,14-:.%?- :'‘:,,„*. r,,
a 1,
I••
• ''„ 1141}11-iy} !',1i t S{,'-4 ,t
S.
\ ,i���
ua:�.�'.:1:.:•:.arx.:i:_���_v:...r:.v:-,�4:_ ...` l _. _ i.....-.- -. -, .. ._ ._._. _. • _._. __.. .__.-_ ''.','2(\,)� ' 'CI'`'r
2..T.1 PI Pt 2 I OGf'7 r „ 4
•
• -c 0 S 0'
ash
• ti N •..
•r—=c r• ±l a MATCHLINE STA EE 981+00 •
_ II �'�, EE 981+17
z i o o g oN_ I p12 n .!�'�15'I'z'pat2 BEGIN LANE STRIPE (56' LT)
mozaz • I i;
C7 a a I '' 1 _I }�P.4
_ -u1�l o I �, 114
N4-4. I 1; I I ,
I I h IhRs
c j
�`�u.y A ,i -:C.
FL ( [.
o•a I I I jl d EE 982+40
> N> o j :EG1N SHOULDER TAPER 1:15
m m u _ 1 ;� I j s PREFERENTIAL •LANE SYMBOL (TYP) 4;r
u'R. u, I f 1 II `
> 618-.....,y4= • -, I I �� I j EE 983+00
o o:.. „ I I I I 1 END SHOULDER TAPER 1:15
m y" x m 1 11
• m • 1
j " j
QO11' I i
j1 I I Il
j " 1 I I ,
EE 983+84 .'
•
m PREFERENTIAL LANE STRIPE (TYP.) 1lgtzlz;lltz ` �l rl I I I I y'
rn
. < i : : .. :: it i.
• 700 ',n. • / �� I I � I �, . EEfililiiDGETISTRGIPREE(S4T41:11FLT)(5°'
� 2E`E/L'6 j . •• 11'S26 212 q�z I I �i •1; ENSTRIPE (50' LT)
��/F , I .t~�✓ 14BELT)• ' 1 I �' ,1 BE
1 , I n, I
I ,I ";
• E2 I I 1 I4; S
;
,... 1 ,I
1 r 1—
W� O E9 I ; I 0
0., z
1:11 e-°-. I • I r 1
r
r
= r co
R 1 j I I ,• I I ,,
1
jiI _ IEE 986+33.20 P.T. N .����' '_ = .-.
' m
. .. j .,,, 1 ti m
ii ;iI i ... . _
. .
` 1 73
1 III I1 1
, m EE 987+40 •
. ..
.,_ .
I ; ;I ;; II ii PREFERENTIAL LANE SYMBOL (TYP)
EE 988+00 I ; II 1 I r% 1LA
z
PREFERENTIAL LANE SYMBOL (TYP.) ' ;; :: II 11 '•
8 O 11 N
.3 n j i n „ I I Y i -�
0 m , ii is • I II 15 1 -C O
1... E 1 • �� it ( 1, p Z LT
N O DR2 78+34.43 P. I Q1212�� I� I i k y r I ' m I•T-
D = O.T.= 1 ' „ ,1 11 z
• 988+78.33 ( " " I I I 11 _ �' c�i
. . < �f EE I 1 Y` Z0
rn • 61.5'RT) s.s' 1 l
PI
.41
rjI ,1 . „ I ) yI- ---i z° 0—
•
8 - i ' r . I I i 1 - - •
1, .1 I 1 m
Z
M I , <y 11 • � ; � I
w , 1 11 y
RI - , „ I I
(/1 I •
' .? ,i I i�
V I .
- 1 „9`0 I y I EE 990+17 P.O.T. (85'LT.)=
. 0- -ti
„ "1172 -i: q
m „ ” I• a+ 1 AR2' 23+97.29 P.T.
•
I ,
" ' # I END 1:50 RAMP TAPER (86'LT.)
F, , ' II I; 1 II I
IA 1
1 I
CI.p y j : II 2 1 EE 993+06.22 (121.99'LT.)=
3 , N I ' ` I AR2' 21+02.79 (35.55' LT)
7. • 1 , " " 1 i 1NI r,1 END WALL 8
O 1.• I r „ .,1 i I AR2' 22+17
•
I „
(n I R �� BEGIN PLASTIC GORE STRIPE (7' IT) EE 992
DR2 81+70 le .,
END EDGE STRIPE (7' LT)
1 I � ,1 a
Er „ 1, *7I 1 1
A
PREFERENTIAL .. '
L LANE SYMBOL (TYP) I' k, , , 1 40 P•T•"
' • w DR2 81+84.7 I1 " 1•.,h I� 1, AR2 88+60• 21+57
1 P.C. I.I: I; I " I�'II Id EE 992+17 9orP.0.T. ASND SHOULDER TAPEF
O 1, I., , 1
1 , I C.
O. . _ ,1.. ';� m ';.: ' ', ', '1. Q ' AR2' 20+97.26 P.C• 1:15
• ' - f ;1 ;:m so ;i i., ,1 ; , le. m BEGIN SHOULDER .TAPER
• „ _,. f ' ii 7 q '' , % 11 1 1 , D
I r n m t ,'•
1 . 1 1 73
•
% %% I ( " 1 1 t .4 \ AR2' 19+97 R7) RT)
%, r , ,'4 ,'' " ff BEGIN•LANE STRIPE TRIPE (5•
do oo ��, s 1 1 �\'� .1 END PAIr17E0 GORE(i7,
STRIPE
.o�'p? � ' %% ;1 m " ���. 1iv\
END 1x50 RAMP TAPER (29)RT•)
n• x 9Z iii. F� ms, : / ' N , N-
)0PF:Nsss:.N\
fA f4!elp k`I, /%' a ; " s.
,.� 191 g d
r ..
> 0 m 4'). A ; // 4' ' MI h s \N
,, v I -c-- -ai '\ \ I
i n �� 1 _r_ , ,
r ; m
,
' Z .• C:3: /'-'7 • in :: 1 .•t • • 1,
• , i
S
• In :;11 12 : : 11 12I. 'Op).
• li ' MATCHLINE STA EE 996+00
yRo. . I ..
-----....--- I , ' • XI : ( ,
if . /04.
• :I o l ' • / yW. c-Q ati7 a3 o5,
'iI . ; f ,3,c,--C
• S22 2, I
• X91 i
•
a:1 ' .1 0 — , v •
8 I •w -:
waAs. 0/
• ' 'Z4 • -24q20017kcy -v4/ `/Id71-1-vo Hi,Q' --
-5 7/-,r . co 011-6, CO
(1L
Q 24'Z i$/W S�/1'yO -- -wry-i/g 3J -9 7/�/L
—L✓v�'1?i�AO(/iv/ 0-4 no Wid('32/ W c& ;3_40A0
-/q plg Ii snag` 1'N'dW 11c9 l/on1.ivY' -
• 4/9/1) o/ •
0gio7 al iv/ 9/y/77n/ 2'2r2a /10til '
$1)SL . , aSO--6'9/9 £G lNdob.Q/
9/ /6a� 1.L#
All-9_mg 101(114 0-7) 0171-VG9N-011Y-V
eap /°zg- WF4'z// /h , 21,9,-)a -6,91 Z8 - �L
- je11,04ig • 0.717-(0.L 7 S7C zitems v3L6')
73/1;7 13437
37NdrzJtiJl ; _�kg* 20(4 •
Ne (4/J9 n/Q 4/b
2/yIa _ 3 Whig /5 va,L2.761 N/ 7v21.19r 2L415"
(y01-1.,11 Z1k.r(iQ0 97* , 7I013-Ln/o-7
3v9 71-9 +i-- VO-1.2'e/S N/ zij
( '�a 4,17717.10). G
_?-1 . � o o/ (o Wdv 5-3,61n 0 i ' 5
�i47i9s '01) ,; frg 7-1(N ig 37/d
/dtt/ - 0 • alv/Mo* Co
hot S Q 5.7119 714 5-v7/4/7 'W LSI/ VS' �F
46-_S 2 /67 - 1#2'�/�/eA(/ '$/0/V 1�/�/44
z6 zy
179 2,
6-hlr 4/6'/Se" WYr712,4r4/G- - 2 ¢
Cd/vsT vi 67-ilia/ re-7/rv,T/Ez. 4 ��5 a 4-
C �E E/I/ " /7.F-5
•//-1 DC20” • • . • • VARkiN cr Oa°.
•
CDN6r2a&r/0/v 4-c-r/viT7ES • 15-I4
rDrs�Dsi 5/ so = 0. 104. :tor/Liz.
orm •
08JA de34-1
-30"
•
44 / (7 A/o x54- 1- ''z 56- 6. 044- 11X,
I . /*p/k, c4-Ativer .//i e CoNsrxkie 7 w to/v/7765
•
•
61)
Lv 41 X 20 ` 12/574 E 4-7-1";f4/04'-Mg
/
.7-0 az- swgTiz -T ff of V'fl r4'c(
w_ ; !-ter/ 50 distr) u 5�v Foe
)2 -. C m m/4/- - VA-C /NGF" L EW2.-' e
�2 ECSIc/E2 D= D T rJCt
PeO (15:C.67 Iva ID Ii)cD11 gr TE. • .
'r•Fo'; iii
..0,„. 0.,,,,,, . , ••• , , ', ,,, . „--,,„ ', l'..; "4." f.1-4,. ",,,,/ .. .1 •H' • a'-,- •••••.•••.; .,„,,,. 3.....,.,:„.,„:„.,:4zstr,,,......„. . ..is ....,...fri; • r , ,
ftli
r:,.:,...' ‘e sv 0'lc ::,,:.• --- s
s•:•-t,z,k-trIt..--,,,Y4-1, "sr, • ..•,- .1 •? - .4:-..41:ri, r . - • - 7• tee!- • .
k .,,,,, ..,..-„,-,.......... . -....,,, , 4, 4 . 4-„,,,i.,,,...6.;,,, . ,* •••-•-tr • , ,- •• ... ..ie:0 t, ,•• ,..„.. ..., •-•••• ,
r : ''',tt. = ' • . _ ,
7. ai'..,a0,`;T,:. 1.,..,„.19:3.,.....ri.t.i.
M; . • at at• • ' ; ".
/' t
I -'-'s' -...;", -t.1, .• ;:,?;,',•i%,,;. , --,- '4 .,,-.1Vie ;4 4. -',, ./'' '''‘ssse's -, ,it s . .s :.• •
• 0.
,
•:4 .:,''''LP..-.•''.` r el.
. . `.:J...,,,,,e ••J!----•,..%./...-A•.---,ss•---L-.;..1 -. '
. .. _ . • ,,, _.
. • ,.. f ' ,..„.,..,..r''4,1P-..'r•' •
' (1 1 „.-i;15, •1111,0aViSte;,
•-.• ,,,,. 10014.1r•Mlie0114'!"1,1111"7-, . , , ,- .- . ,' .'. ' .,,,s.,, i ii „,,•;.,),-. L.t.,...1.,r.p.,....,,,,,k. •„?,1 .
. ...
..,
.
, - .• v.. - T '1,
„.* 4)•. '....•' ,*,^',.4.;.:P,_ -i,4:1..* - ,, -
• t'"..,' 11 .,•':',Ai+1.....1 4.. Vli.4....,.'t'?..1''' ,..f',4: •; :1_,..,1 . n•-''' • -.0.1',....'"ffi,'
el. , , ' ,,,, i t`'4 4 1,•,..11.' '; :le .
P'41
44...";;I';;'''!-!•,riri•••*•i --• s-s•-1-..•‘••••.,
„IP '.,1., , •A....- •.. . 1..S"''S.,•.: ' -. 4 :-.4k , l't. vt... . ' •,,,,,o, .. '
•0- '' -, • ..... et.f,.„7 .4V•t ' -0,,,*,,•..
Tr.::•1•' tt 1
•
- ''•:-::...',.,::, -. -• • ;.
.,7.-ei t •-'--`- A ''''.7‘...,1.‘-e.• t.1.t..i:* l':''1.4:1:'k .';', .".' ' 4.. :4 • .! -1 I --'. ';:!..- ,,.4k.'4".•1 ' •.:, .
..p..1.\.,„,.....,,,•,,:;.; ...,,1/4„.: ,„,,,;4,:•.41ZT.,.%.,„;,,e,,,i.,,,, ,, .„4....,...s...,..;.:,..,--.,. ._ .::. ,:'''''i,.., :...-.,:'....-„?,;,.14'...:,z,. :•• y -,:,.', ,,,,*'•••,0i i, P.1•41..._•,%....,:....,.. ,V,.;•41,:eti, 4-1‘1.,..';
.,!:•., •
f...1,.:4. ...;•*.•.,
04
':44-,,:i; --- +..--, "its•-•(•'V',-,•''''; .-..1.•,i.'"tv14•15'-•,.$•(•t.'- ' "4-7...'',. -',.,•- - ' .- *.•-• ••••.'•-• - •4 . / " f;'-',--•.•, ::••,. CAr'!!.,..z..i.ti- it/ '', .1; . '!'"
•'4-. 6 i- '. ++- ' '"-.4;.'''.4,'tir,* . ‘ • ..*N•f•-''''''- •,'' ..”., - ',: ' , :.•• • . :1'.'''' ;:4' .i•:;••••' i''4`'•V41.4-.7 '.4; _,_._,.•54 s-:.
„tf4lb, `., •
,:•A/' CP F-',.. /. ..,.."1.$,.,`4"..1..,A ' ,;,, ,• • .:,:•'.,. ' ' '... -"_,.. . '' ''' ,..i' i • + ,'-All 2';;L:. . 10.;•*'••.'i '
' ••.1 • .., ..ps.i., ,....„.”:4,,r.;
iii t....%-:, ri,...-,..t.ii..,.......,..-:.4 • ,.,,,' '
14. r •V.)•, ".. ...e.NriM:Stf*.i.. I . . •r L. .
... ..,. . '1, . .
• ....," .,r I t SLO •.. 7.-r . .. ,t. 1.,,' ,. 44011010 tr tliallilWe# **1 .
A 'n2-',V : ' '...4,..? ' '6';-....V'...1..- '','',.• „ . . - . . ,.4# I .. "i_ 4*,. ••- .,I.Priaff,'t'', .N. ... . .. _, . ,-.- :0'r. ..t,j.,,, .....,,. .-. ,:I-, .,,k;: ,,,!„.•-'7,:..., . • • ;.• --,• • "- i.,,,...-_.;- • ..,,,I, ii 1.••• .3, .., - • •47.i,,,,,,, h . .0r.04 "•,•`• '.'..••'0.10%
. ,
,
•r, ? '"' " 1,. •••401 .'.„9/0•:••• :-•'.'• -- ' ...
14 .-t-'f-7'.•' i'ir\'-',.., 7. !" • + '1, .1.,.. . ' -: . - ./ , - ' , ii " -S1:'v. f 1;--'
:s•,. ,.. . ,
. s• ' • . - • I . ,i : As•si? .. i ••s
is 1
24::-.• •itY,r; '' ti• t•t•'L,•- rr -t-• •
, , • . "t ' 1 ',. • "...,:" II •I . . ri.."... :.. .:,,
s- :!,,!:, ..•. •-..
i . .....;.0.r.•). )2....4.2, . ,," .7.:v; ,,,..., L i. ''', " --:: •''i .1" s'-'. .. ...... ` ' r. . '.-. ?);•
' ..;. :' :, ',C- . " -' • ' "r. I i `,.'' .'•‘0,,.1., ',,". ... ..: ./
,s .r•Ia ,,.•. •,..f F- ,....,,,I ...
9.
•
f-: 1 i.l• : s
t,. , „. , . . . .
,1
.,,.
t
...- .‘• ',,...6'.',''' , - 6 ,. •• .. . t. • , « .
.1.6. ' ,•i" • 1 , . • -
,.I.
,., .,:::::-.1 . • :
-
4 • .-.
•^N., - ,:. • ..1 . . . , . ., ,, ay. .1 •
h•• •b .1 ... , . 1....., ,i . ,...:....:
,„ , .'•,.. .- : -. ...,,,..•••, ., ....,,..._. .., - .:...7,. .1 ,i ,.....,,. ,..v,.. f-,.' r , •
".. . L .
s.,
... : , 11 ,..• . ,• .... .. • ..„.
. .
• • . ..... . . 2. .... .. i ., ....,......,..., ,,. •
1. ,.. i ... .
,e? ...!,1••:••, ...,„
• ii et„, ..- 1 i,, ,,,,, ......-TI-V77.,.:• '''''''"a*
'e .('-•7•4";v:4 '14! '": ' ' : ,o .',--• • • ;-*.'•
jt *--...i.,.. 7.:•:''''''.-...1;',41. ' '
rts,
..
"4 FR,: ..'_, :4,:.' ',_ --,,, '' ', rr, -'s ',. ••4,,_'"'• -.Li!. :•"`,:r..",.., '.. '' -'''' ,,,` ' .,.,"l6. '•. ' ;•!..:* -•' •- V.ei...C.k.t.:(-,I,Sti,,
'`;••••' "L, •I ' ".{..' -.•li
l' • t'''''';,•C''''•ettlAll r"Lil,
' ;0.,..q 4-t, ,.. ''. ' -,;:...-'''" -•• ....1.:•• : - - • , .. . .••,.., •• : , • I 0 •.1..• i -..,,,, ....: ...,./...•pml. .:7,,dr.sz
,
%) - t .'?-• . '''.":-' ' *.:Ii.' , '''''''' ''' ' ..,. - ' -. 0 •' , ' '0,:0' • "•".'•••
.., . ,y,'OOP. ' ' '0...•:.11-44, 'Ago.; ...,:,-c,-.,1:1_.::-..:.,:.:4;,.% .
tt ., ,,4•R ift4.5.,2,.::„......•%1 :i,Mk:, •,....•..''".• 5. --'•'• .• .• - ,..,. • „ ."'.;••• . i I '; 51: '.: . .5 , ,.,,. ..,.. /.,..,,In.e.;•et7-„„La...1•I±',' ..,.„,..,:..,.:: s„.‘ ,,..ft,,,.:...
.1 4:1%.'"•'• •.'57-fr-17'$•••-;-$1.:5,„,,,r..544., "1„..r.., ;•-. , „ • ."-- ..' :- c,, - ..-,;7:,'' ::, ; I :!".•?,„..,,• .,",.:, - ., . . •., .:' mt.". • ••-•:- .. •• . t'-:".• ..
112,- ,I.. ., , . , 1 5 ,,,..-.• , ;$ 5,.,. -,..„,-,• , . ..,,., ,-..., .),'• ,••-•1- t....'- •-, ',.'• ,
Atl,',."..''•-•41- ,e,-.4• 134' 41.:..-V.Y..:.:,.' ...: ::,' • .:''i..,--:1 :im. .,,„:7..,4.*;acirjez . -4; WU 9.6-.-•-
4/
't . . .••
‘ "'s.rt i•__A ''''' r%itsk:S--•.-tsigstia_.,•*'•-''sk-....- :. -. s•-',,,. -- • :
,',t • .
. th.do.s"..--.c...4..4-,.,p..,. _-.)..;7,.....•.iVfi,t.,,•5!.••s:-.,-:..-4-,.:.-,-,9'J,-sw-,-ls;ta1t0,'.'sr-„.,..•*..„.,,Is-% • .:-... -, ''"'.:.,"•!•'.1.-: '-...,. : -...:.,',,,.,.•,:..... .7.,,,71.I-.-,: U!,i1
. .
i0 •ilgTeiF-
IA '-a''t•,pVa-g p'''-''' ••••-,.,'''';• V'4-•t'.......e.,...,.,S..:i1f.i'ir.,,r,.,
-.
... r.,'r: ' ` 1.:.'" - ,•,•;;;i1i':W•t ..".,,:',.str.."'l
i, . 44 . ...':, .1%.'":k -`4t r••• '' ;e: --'44'-;L.is,' : ':.-; • • • -''',-,..„ . -i'•c', .-; i ,i • ' 14'. '''''' ...• ,-.-:".,../.y..''''•:';'!•t•';;; -.1.124:"...:::.):
,'..? r• ; - tr. '-r• ., ..4/I .40.1'I..... .- 6 it S'•••, '' • ' • ....-6- ,. ..... ' i 5 . ,:r:'• .. - ., ,
'''' lw.ki..... ..• - •••
, ';if' ..1 ..,-. ' ,t,' -•••,:).A; •.; '41;1 ir,417,;:, ‘••••`1••-•27',.i.:•; ' ' '. 7;:::::: :.•;<'..„,';',Z:•- P.;!I -..,_,..• *,•61 • IP .' ':••••'
..! i . , .•• • .,, ,..,..• , 45..,,,,••••Es, -•..544,1,- ,- ''• - ..-. ' •..... . • r il '•754•R•.'r ,I,' - -2 :.t.r:...g.'tr..
• ' ' ::.,-' __,` ' ••),',..4.,`? ,..?"'-,"..f l'i.k' .:.... ..0"*.''.1,- .•. ',„,' .,k,,,' ./-::.`.-' j: i 1,' - •i- •
: !-'!'•*Cti.„,•ft-,,11:24‘-.4.2•I 41;::-.....4s.p.',e_4.'!"t!gisVi•--,4-''.":!.. ,',,,...‘,,::L: l'•-•
.,.- s . I us,trrory,-, .•
0 Pi 1;14'...1%-," 4 :'• •,i' ;•••q• - .,:t-,-4"..•"!"'''.,.NA./..•V.,,,,,''''''..e.•4?-41",,r.-.--:,-..V...1. tloi.... ,
. ,.. . % •:.,,..,.,..X•:•,,, !,.,..,- ..-,.- .;-•,• • •....se:7,...t''''...•6' '' ...v.: ,* ••'•:''''',..s .1..A4%-•• I I i '1'• '?.V 7 7
• "9:• .• • •••••••. 'L•••';'4•1 L.• ''''r,••r-,;''":",:!.‘"•.''. '. • ''-, i‘ aS ." ,,•.•
4'1"i''''' 4 • -.N.i'L'•••‘;-'i,, ..f.rttl\•••••••1 L'" ' ,'• ....,•t, . , ,.J; At.,•-,"- ''t ! ' !, 1.,i4,511:,L -••• ...i,
, • "•...•-•:•• 'L'..'7 LL. .• tI'L./,
;:.,••••:4
. -41,, s`n.,.A . 1.•:4 3/4.'1,,X.,..•1,..„ L•',..`,. --e ,..1-,.?•Asez."-., •. -_. .- • -- ,.. ,‘.• -s,..r.,i• fc.,-' ii - 4-' ::.,. .-•:-... : •
: t •••.•';tr.p -:gr•-.'/,:.,T'i,
. ,, • . , .. ::,,,,,,I,.,,,,..,...:4:, _ .-.. .4•!..-ti,..r...,'...-. ,.: ":.: ••• . -. ,i,-,.... ,.,..:.,:!. :,r. •.1 ..: A.." Tr'. .
'1,,!, t, .. 44 ‘'- .t,T, 1.Afie. ...V ' A''.T1,'. ''Tql. • ' ,. A 1 .•':'.• :'$ I •.Ar..• ;'Ot,T A''... . ,'‘L A:',"'.1.,.. ;t: . i,-,,i.v •_.
. . t
: ; . 1.,..,;:s , A-t..--,,- , ; .1,.......1, -.r.,',-'! •• • -.";!:;.,-.--....",_:.7.i-k-er, if.;p. -:.:.;„---,si.,v., .. •
..
_
, , „et., , . .. ;,, . - • At., .,,,,,,.,.... i „-,-,•:;,,,-,,.-.,.• ,-
. , , .. -,, -...:,.. •••,, „.2.;:II ''....1'qt. .• .r...,:„:. , , :,,
.. ...,i.,.d
.-''' . .11.- ,.,..,•,..,k,t• ,,,_:-..,-7,-..--• ',.::-..'• • - - ' • ----- -. it• '1."-1- . - ,
..,z- ...•-••..• e•- 1:1••••:,,,,,;.,t;..,
''."..,'•'.-...".-- ,'•. I. , I. .,.- '1.t . . , ,
-
. . . ..
.•
,,..:...,..4.1,z.;••at 1, •;,,,,,1,•‘.•,a s,„.• • , L . . . ,:t..,„„ ..
;..'..4e rier. • -
-...4.e-.-10 .:.* ,,,`", 4.-"'"''''',.. , 'th''''' ''. . ,':• tog'"'.1,- OP-t,..,-,,;4''."`r'ra. ',/,%'' ' k V ",1 1;..:•'''• ,. 'it:•:...,.q.:116t:Arta.'- 6 ..V '4 '
••..f. • -'4'.:'-',.i:f!-. .e.!::.•.'••..±. Nzl,f,-,i1:',,411.•51••,. ''.',C•r?4tE‘`..-.*..:'.-2":4"-Fi',:. i.,N,,i1 j 1.±4.t•
r.
• ."--fis ,,••
r,'. 1.4...:. 4C.,,.. ... C.,.:,.,,,.....-:',-,,: .:'',.;;,,,,.,'.r..:, • ''',..- •'.1•:_ •,.. r',,•". lr•••t, i- - '*),•P';+ .-4 . • , •,,i',''...- C::••• , tfoit." - .;A.,'••' ,,T#7•'•`" .•••••••"*.
tda
Ott:1"--. • .:'')t; .t•• .,, ,,,,if-' sdaj:•1 ; ' . :-te•L•••I,V,"). ,"rtf L. 4".."1•F'...,itz-•L 1:7 L. I)t•it t l'f';';'1'....:' ••• •i•-••.•: •,;J::.•s,7."' '••' .. ' .. 4",,-,P.' ,','' ;,1', '-.:41'-,-;11.......-. •:-
.4... 4,..:, , ..,..t„„:..„N„..„....4 ,.;q:‘,1:iv••, , 1:4 •,::.r,,,,, - :. ,,,.:-.... , .- ;,,..1,..r„- ,,- - t. ., ..4 ;••• '••••• .'•:. a.• •• ' •••14,, ••• ..latmt*if•••""•••••,"-,••••••••'‘,.. '.....: W, •; •
, ...',,kj'.....•-.%.•!"..••:, •',"•tta .-„,, -,,D!,- .j:,_--,' .• . , ..-.5:--..r:rf- k:,.:..•„. X ..:.::(•;`:1'.. • !,- )j'ii• '''....-' '.`,.. :', ",:, •-‘,..,'• ''n.7,,,,,,,,,..1 .,-,•%..;,'i.4v•-,,,:„,,., ....
. ;•L:',aft--•-,i •••••;;;-1 r ifitt•,;-.1. •.44.-,,z: T-,ers,. ••••.,---i•-,.. - . . , ...:„. , - • „.-r,••:-..--.. --..,,,,; ,It;1, I, ,..,-,•.-1 ,:,.•.-,•-•,•,. .. ,,,,-----•---', ,, .•;,tis!,•Piiis-•. /1%4./--.• .7 Li
r s :s• :...? -. ' :, •• -4-1'.-.r.,:i.;:..'..V.,., • r; ,??'•:.‘•'- ''...6..‘•''}i'v"74"Fr '....p-I, ' ,i .' tti,-.4.,-„, 04,.i t.'.4'. ,.,•••,,.,•,!*•''''.2,=,,:•.§',:r,'-'' 1.4 :4•,`,.ii Jt,",y; • fp -L
, . „...•.• .4, .4 t0.•;', ,1 .,• ,' Ai . .L,,\I.,, • •,•‘-....4.',•••,•,,i)•.- ?'1",*1, ...-...'"0-' :e.•'.".?",k:.•.•-•••,;,...-i4-4;;;;;..44;;;;4;-"1"..'.12: :•••,•-4 " ^-*-0--`1 ',)%';'.i.' r -
': ';-1-4.'.•: •• -2'.1.'*::':-...;;;'..".7.„..f:.:{-.:A"41,''...:.i.'•-'''':.'':'":.!•!,;..•',--...4 ri'l•/-4.;!':'•`-:.-..r i 1•:11;‘3..TY.,,ye•til -'... ii"."• ::::•;:.:'.7:.;; ; L''',.7....-.44#0:1P,'/ .1'.'1)•-••••:- ,
1
?,4':;.,?•..„.•?..:,... ,c•!•;•; .....,1-.li 0514,,,,,w,„,...,:•0,;,,..z.,,., .-..,.. .,,,,„.•:,.:1.,..,•,,.....,...-:::.,:, '•,....-4. •...- i „ ..,‘•.;•,_ :-.• . .. _.t.E ..,,, ,
''''''; ' ''.1 -''' e '' '''' '''''''' '.... ' . '''' ' '.'•..t.:',..'- ;. :••II;1 ' , .. .• . ..- .- ' -"-----",' -.'s'-':';!! "(.4,!•','''.Vi'.'0).' '- ':', tei
;,.....2.:;,,,--,.,7 '' t:e. :.'-'.-1A,,-44t, - 'sS-;/.,:k. ''''?'4...‘ fi,....tft‘!'',. •! ,. li il::1 ..''' '.',.,kfsl ‘4,,',•:.'--1 I'‘..,_'!ilt-',4:.n.!.f... !:.',,,,. /ilitY/4' ae're, i; :. •• li. --1.'. .
• ,,1.is's;...,..!..., , :1,. .'r 4:•••••,,47- isiss.... ,-vr.,. • ,s• sto., t •:•• ,••,'• ,!r i•..er...t.',4, ••••-' ' LF•-'1 ..r,•rzA,'•. •-,74;•pp 1. 4 . '; irlrf.7 :! .
'i.1.42-'• " ''F.''...y '1 „. . 4;i,.'•- . -. .. t.t.,';'''4'1i;. ''..‘.. Cl.."' `..4..."' ". t.''' R."-Ili-I ',•••••: . ''-',. A*.1' .-.5fi','"V.• -.•.• -,- .:•:, •'' ',1-E 'T
•
•- ,..- :.•,,.-••„5.-.s',.,,:),,•-•.•..,t•-•,,,,,• •• i 6 ..... -.'..•A-44,4, ,.r^.r. 1 ...lip.,•,,, ..-..
,.4...,t.,!,..if,:-::,.r.:,:;,1;*.....,4,.• ,,•,_,..„... ...,.:,t,,,,•,,.:., ,,,,,,i_ .,...,r4 , ,i.,,,, ...;.;.,,,,,,,,..,,,...},os.,-.. „..../ .1.1:i 44:,,,:4,7, ,!,.:.,....:. • ...t.,,..,,,p .,---"4',w-r/ • ..... ..r. ' ,--•'
'
` ...,„s!. -!,, - .•.), ..s.P: , -.L._ -..- ., .1.
, .
‘... .:,''..(f%1-10.,...g.4„: 3 ,:. ,,...,..,...,,,A.4..... .,i,,,,.,:-•,.:.: i..,,. 13,...„.:c.i.••4.,.. .1 , fit „F4, ••.7 : .....„.„., .i.- ., .. ,.-'•• ;:,
,..,..„‘ -.:4„...,4,.,4 / t
,,,',..:7" ' -''''...•.;r:- 'zigir___, -;-. ',..' . -...=---;• -••••,-'. sst -'. - . 14-•:-.•:.,.V...!•• ;. 1 1 y es...-,- 1 • • ...-::-..: •?''':,'...14...4:'''''', ;-./..".. ..!,e.'• .... .-•%1"14. ' I.
1 54,,,,,,,,?•`'i...,,• ,..11' ' -14, tio,..et,,„?. .4,..,:i..".......P''.- ."'''•',.• 'i. ;• •• ..'AV`, : II i s' ''--14.ts. ;...i ,A.•;,".;::;.:y,-;;;;4;.-',.,&,16',i•••.: ''' ,.,,. -1-; .:- ,
.,i,...,. , ..... •„;:. A%,-17,6•4-‘• •.,-;• ; , . .: ' .-• i•:. .- ." ,,1. I • ..1"X -• •,,: - . -- k..... ...,,,,,.a.• .....----; ,--, -.• •-4,4".*:
. 4...,. • •••-•:.- _ .. . 1,I Al. 'r-•'. •'•'"..;'" .. mh•I'414 ',..•r;•z.. .•••• ••:''.4.„=-V•rr4-1••••,,` • ' tlr'"/•''.,..
, ,,,...
.7,••••••‘:""...4.1- " ,•.:" '1 - ' ' . •. - - -,...,. i •.. ..s• E..•.•• j',4' j ' t '( '• t .1 ' • ' '••'"- fs ' • ,°•''''- ..'4'.,/„..“41t-is,-kir*ity,4"..1-ri; •. -'...t.,T,C-,:','
il 4:',''"v - '....4.• ';'''._:' r • • 'rtoris-,, o.- -",...,..‘ '4,;4'4'' 6. 1 ,e.-I.ts ,, , ' „fe.
... ,.,„„.m.,„....,,,,..,...,,•„,,...„:„.:,,,.„ ......„_„, ,..,,,.. . 1,,...„.. •.i.:•,. .„.„, , ,:, ..„. d.,,r,...„.,,,. , . 1.„/,';/. ,,,,,,,P.-.:47,v.„..,,,U.-- ''',.-iit„,, iiK4'...V.''..". •":,(....:TP.'14''..r.';‘:•-:
- ' .4.-,,.t..-:::::...d.- ,, :.F.,•,,,•-',,•••!-,1••••,',i':',,,%.„345",514".4t,..14-55,•,/ • ..3... .•••%.:,"2.4 .' • ! • .•••"•-• -:--. Lela.•• •s - . • ,a,-.., .itr-.,...:. ".3E..1:SJO••• ,..,!,;,:•••;• '-
., (4, ••• il"-:-'...,: •'•..!.. •-t•.•.r., - .•;,-..,,,, 54„.5,...,,,t1s ...„. r-i: ,.•, ...• •. •.1- I ..... ..„., -.5..,- .,•;.XC'ry,l' •;
..,...A,,.., , i,A....,t...SIV.•. ,+=14'..:71', .....,:rk .4,A4:,;,,:,+Seg.,' ., r• - .."$• v,".• 1 ir'•: ,..1- -N-,r.-le.p.... -,4..f.,:r -'''• ..°"1-'1 •''''..0-•,:',...4 A:".6.4EYA•,:'• --"-.•.1 'Z' -'C..-':., .
'4..'''"%,:ki ''Mr'..:;-•`;•''''':'. .1: *.''''' i'':,1%. '''..!'‘'.9 ty: ..'.4:•01 w,...„,ff-,..1',/k :t I' 'l' -Ii's:* '''''.'1:5f4'.:' -•--- ‘-'c'''‘r..1,:•`44- 4•,' ''''-., ' ' ,•••'•••1' -•:,e.,''-:Viett-01:P
4,:, 4',i•;.>.:'-... - ..,•'..-.4. ..',;•. ` ...;,"....•"C.-:,•,:t• 45. •' row v!.;'• '-..!, : -' ';( ' .!, • 4 ts.: .-:-.4-; s, •.:••)10.;?,P:,.; . "4-,--y--..-..-krie../.:e.:..4- Ns:. :.1-2 .;,si.`:/.1'1'141:
,
1 - Cif-A v:-.!.'1-,:.;'-.--.A--- .•'..-,..„." ,...,:.;:,„...415-:4,-..- ,(A.,..,, . .gt-,,,:,..T.-.,.,,::- ;I; (t i':,' .,,,t4Nyi.:',;(i:11.:;.2, -,.,.... .• ii- ,!„.i..i.ii..,.,•.,,,,i:.„, .. .._.....•4 ./g..31',.-..-.,1-12,• -....',1'.., 11'"?
74„„i.t.",".r.r241"41:.• !:::..;„'",..::':;? .,:i.:-‘,,
'''.' c'ott-?.'.../.. .,:.,A4.!,,'!ti, i ,47,g,,-.1,14!,-•':-77.- 4/1.:0",:.
,i,...;.,m:i ..,..,,,,,f,.,,k.4,...,?....7=1-.,/d,f4.....:,,,,,,,i,i I, 1 ,,,.-.,,''.4 rt;i•.•*•L t:' i. •ty'.f••• • .•••••';
;.•-•;;Akolii 1,.. •...,1 t - , ' L4' ••••k j't- .0 r,"M ,J•ta.,t.. •' ti / •4,.,;"•..J. •,(... r.,.. ... , ..,,-,,,,c'',. •/.13, • y.., , •... . ••• A 4-
,q.' :Ft.."' goegBill 1,,,`.1(::..1 ... • ftM4...":1 ;-:t,:;fr I."..2 ill.7,1.1,".,::'-',''' i'"4':+4'vi it,,T•:1 i ,L i 41. ..- .. ,,,..-...T.. .. • ...• ....:-:,,;,.rf.:.;,, ,e,,*,-,...,, , ,,,'*`; I ...1.1!11.11i, ".:
i , 04',ritia:,-.,,,,•..,,-43,1,..;.t . . • ,., .. '17.e.. 4 ,;',• ...;',;,,,_,/.••'•,?, ,A ......, ‘}:••, , ,.., , , ...1;q0 4.. ....,'.i;'.'',..;:t:;,'. ' '7,45.fir`...-,?•ti.2.,,',..*91-..' : ,1'.,4..'... • ''• . 12.4".,-.4,,,,,,
-
.4,1.1,-A,-it'' L'•,-,(''',.',f P7Y' ' r. -4,-"1 '.1 • '" ,' :‘ • ii217-t •:,..'.-1, \.. s,..,-.... • .. j; q.., f.,..-% ,,,,. '4,..i.tr.,•,,,
, I.
i,.•,„. • 1.-.., ,•• i ,,,,,, ,,,,b,..,.,-.., • . • „.. ,•r. , ? 1; , ,;
•,. ' • .i.V• ViP'. ' Sr•'-',' L•' • .". ...41-', .'•'. .•
fi.;,...r.:./ ir 4Fik, -,,r;., :,... egi:f if' ..,.. . , ,
-, ,,,,...- .,,,„-.,...,.. .,,...,‘..:-.„,
A r.... l'iWe*t.•;"•'.• es:, IF-',.9°. '' '•A'., •••r.:,':..-:-.-% tt. 'P'..17,11 .q 4,.-ik.li")%ii 4 .' ii, •'• .. „ .,,. .,,,,,,•
..;, ,,•.; „ L., .... ,.- ,_ ...........!:......,.1---.7-.----. • . . •-,..1;;;,!„-....,-.-.-. • • i
_r•-••„.„vr'•ii:-,i•.:- .•,,,,.... . .;.;-,.....,.,;.1:-. , :....,,,,A •••••,- ,l, . ..,itfigif,-,-;4p.:, 1,4n p K.11,,,A li .
,-21- fr1,1.-.,,4.,,. : .) 1: i.r:t ;1.-ts.mi;v•-,...2**stesNs 4•-••••",Ili. -.) ,....-..4.-``.."4„,,.,-...,...,_•-•:---:,--,;',.s..,''-'17-•;'=',,.i---.:-jr• -.--,-'--.:,..:..:•'-s''',:-:,... ;re itt,--•':', sal:•‘..eq'i•',•:V.5"1,..! . :."'
; ,.V'''',. ..•..0 '''`'..: • W4 . l• a.+. •• ...'1 ; .....,.. c..;-1'."' -..+6.-,,.,7:A , ''. -•. .-...:,...-;::'•-"-..,,,,r-2.•••.--........•' - ..4,-..::.. . I-' I.)-
';'7$-{-173.j:.'. :A*1 ''' '' '..-• ',1).'tv...;;:::.;;."4 .'.. ..'.-/ P`';-:::::::';:-.:poi::..... - -.' -..... --;',,,--.-''''.-:•-:"7'---‘ :.;.•PA t, ''... ' ',,,' •1‘; A.,,,.•,•.;,;•:^ 4.44,'`,1,',...t''..-ti'M *i '-
!',..c. ..rt.z- ..•••'5•••_•• •'' I f....-'-••• '---- . - 5J•r•-•.'•":, •'-',..Tr, ,}14,'::::----..i.,,L•-•,, i w. - i, it.''.-. •.... t'.;•,':.'.."4" :-... Y;..;..ti,•',`',4-tg,T). .L..' k‘arq.q..: v • „1:L.
Ito,' .-- ,.- - , • • ••.•,..... ..k... .:c Pr „-aZi4-(v..•=!,T4---.,:.••• - . .44,'. .,.. .' g.'.'.......-?,y• :-,,e.'.;!!'.'s-s;s4s!••- -1,„„.i .1..-IptAmi1/21111..::.!_ -.; f.,4r ,. • • :. r,s .,,
•-,,•.-- 7,1•%,:.,,_ .'07.-A/45h ..1.,,--111.,•;a40"L' ”"`"L • , •at,,,,•••,4111.tio, ., I .1 y,•,._,: :., ..a- , , ..:•,.-:.
• 1-;..:%. - 1..-;-1-r.',,,•••,' „.,.,.., .•-.,..,... --
.•
.• t,---- •-• - - ;er.f.,,,os.„.1. •,.,,,er ,, ., ..„,_,... ,‘, ..'?•-„,....i,'..1,le , .....,c j , 1,.;.. ,., :'-y. .",..,f...,,,..1.i ,,‘............,....00. ..,.., 1.
s,
..'!'', •-.. •1'. -''0.1,.',.'2":",./._ -.1.),, 4 ' ii LI -.' . i , ., I. .. . . ,-
i;s
......,,,,wr.,,,,,;.•X . . . .-• • ., - r . d .7.vt'a" A., .
.,',•-•:•••4' sri::'''''''l 4 1:11' '40\‘' \',V.`: ,.rg 1: 4 .-i', ..-..-.. •...-',./' - '41goktiMitilliftl,--$, ,?,,'....'. ...,:,••:,":..: ':'‘'.:-.----.: 1`:.: :.''' : '
. ..,....11;, ...p.''IV -,•''',.1.-',„.%.gi'PL fl,-51 .. . -.qf . .••,,,,...,,,.T.k, -4,• • .1'41 II ; 7..„- ".•• ft.!' •':f/./' .„.•:_c-e,, •;;,,-,,'• •,,,'Ci.$ " 1*,„;:' .::4...' 4.: '1.- • - f•-- • " '
P.-
' r'. '.. , .., • -",•- ''-'4,-2.A;...••••• ..-'..-46. is•P;‘.1, ''. v ,.,..'t.•4•"; •-eil 4 iii.',"•2'•;V• - i ..-,:ilr "`.:K:';"'----"T is".:....':-. •.• -
,;. ••t e.",
Fr, ....<•••:NA j! -'LI 7 t.• •',.%.,.-,....'.:, itill L'i..•-•":••• '•-".'. \:••1.W?%.' ' 411 il :ifil.4 V '''-,-'' - .1 1:1 :!?.. iL1:;:i,..:,1 A . ...-
;•..• r•-,••T-••, ' /4. '•• 0".''' ;•••••,- '''''.....1: P .., • . !• ,,,.•*.:,• A .,I I " i "..... - .,L, • • •, .4 " ..S1. •••• i•O'S., '
. .
1.,.'•ka '-'&00.71•': •••
V-,, i ,.il-.,,,,i.i.„. 1.1, ,' : •••-,1; -4414/'',• Cyl.i,'6' !,,',.;''3.4"•••,•Asi 0 I •1 i• '•e: , • • '1,/7..•.:- • . . .4 , !. •'..,•.:'.•1.2..,, ',I.Y‘ti't,',:.-•r .., ,•; = -
.,,..:••,:;"
.,
. . ..v...14:,-t: •.,1 I; ,i i ,•....• it„to• „:.::-.- - .i
..,..... i. •• •.• 6 .„- ...••••••.... - '''-.. M.. .{- , ••••••5-..,,,'.', ,•I: .fin ' - •'" •/ '•' ''''''•'' •••••• •i• 'n ...j ,.., .v.1" sal,V.I'ff.,-4..%,•1•Ore';••••q:i'lL';',"...:4,1:,. .J.:7i
•s0,'••'-:•• •' , rp.2•••••. ' ,,,,,,,, ....... . .
...":.',,,, '',••• 4.- ...e. ,,I.,."..r,,' ' 4i',-,: ., \1,',,',..,'";". .., 1 „ .: .,,,-,'..'• '"-r:ir;., ' .1-
1 , . _...,. .7j, •-,„7,
. • -' '''.;••••-.4. . '-.' . --.... ...,,, ..-Arel, •', ,,I•r!: ,..: :, 'JO ^: if:':',.1,. i ....;T•1' !•„:„.',./ ‘,.›,..,44.••••--,.:;--•!'....ti.r,,,7,- , :tat _ •_1..:Ite.
a
• .. .• :: •"•"•_.•:, ,:=1!' .el -•• •.,,,,...,.;.f. 1 0;•,:r,.?.• ;:•.,,s,..,. it! 1, .Jir,.••••0 ""2 f. 4•:.-ir.--•".4 r-'•••,,,„?. - •,...,- . ., ..,
.'--,,.• • •.i,..• -•:;;-,'z.)7, . ,i•.•.....4 .5:1-a-....,:.• ..'-'•. 't'; 5.-"•': •r.,•7i.,', I; 'i': qF,.... ''''..':,. 'i :;::',.r ;.4i ,;..•.i-- 1... It k,ti. „..;.•:r,..- ,i, . 7 r •
Pt T''' i '' •'-- ...• .4.• CVit. . •.'''',.
'f''''' . 0 • •.','"':`-'..,Iiif-. .1•%..••••••‘ • ' • ..-71'4k_ '.• . '''• '.'" • 1!( 1 i ;,,,1'.,,r'':•I,R ',I4.,,, '::'',... :-:4: -.,,`,,-,•1 ilt•;, I,M''- 1.-t.';,. ; F..• 1•t
•' '''''',.., ". ' ••• "4.). • .....;: ...-." • ....7 . .--ii -• 'if- .6''....• 1! ..i,, - zt•l• •;I, :,-3,....- '.......?"-•',..4•;. 'tt r'-' • 1---1! .-;•. t,,.6. .: 44.:.
,
7:::-/- •,4,:.„.., 41 / . - 1. •,'::..., ..a.. • ,',!.; 1,..‘:if : i, \ ,,, L.v .It -1.z_. :.,':4•44,;;'..il ' '... . g..i-:=4.
,.
..--:-......... - ..-.., .,- ... 1-,„„:.‘v. - II tl A ,,,r, d.1.• 0 ....,'"?..,:.•',''''71%-:•,4` • ,......,,11,2,1 ,; •'.
V .'' 4?.•....?"", .....3-fts, is,„„,,,,--- .•,--•.. .. 1-. : •:.....,...., ,„..„ I,.1 71 '1. 'I' VI '..i.' q:.'-',.:`,.,,,-;,,,f a ,t.;i4,..„. , t,1::T,'1,,,..!.:A.F., •.., ,......_
'T , • •,., . c 1 il. I.i.,,.., -,•. LA: , .1,•:".•k.,„_•_12,•• •;L.;,;„r„,„,,
. s•••••‘'.. -,•a•'•-• ..,.5.a.:L 1 ;i ,..2.‘..-.,1,-..-.' •y•';ii.„11,'•V... .... .\,r r I I W.•: 1., ,r.'1\ i.:......11,,,..Z;7...7.....kW.,.., • . -!•-•.;---!:,
7 •' " rif;4••. • •‘. I ' :' - nb.::' ` ..!"‘ •:-.-:.. --T.: .1=1;.' - -' .;..=74 : . " .n
._.i. k..• '' '• . %%win. ‘ jAliaid
II
,..*,--- 4.:1"%-:
i I ; j ;;;••k••,"•‘L't .. t 1, ;._.':,7- •• . '
4. -- . ,, s, _..•4-7.-. :.,..:„i-•4, Fp •.,,,41+•!.., ...-• . - •- . • • • .• . .,••,• .•• • • 1 -;),'. •A• •• -;I.'- , ‘-'•••.1 -ta,z - ---- - -
441, •-:"--'' -.',..,'"•"•,.- i- •-t•• ..... • ....•.*: „ *.,,„,..: .•" ..;$ ;,. 41 I,.ri...p-iv f.....7.s'-......1 ,•-•/ ...,,,-. -. -. .. a'`.:•• Al.. •‹•""rcr.- I: . ; .
• tr- air 1• .5t7L .•, •••; , ,•:;• ,...-",-..:,..- -.. clitti•I•e•t-ztr• /..... -:.-.., a --,Y•ty „.'. I.E.C.,•::7,••• 'r,•..` ; : ,OF ,.•••••41..,,M,.. . . r.4. ,fr,l,, ,,,t'ill,'• ..... .' ,,,... • l''.
•?•:- • 467-.; ..;.!','" ..t••i'''.• -i-, t-•„'•• #: - s% if• r- ?•0; ,t,r; 1.• , I. ;'•L..'"A•'•.:N* . 11•11u t.tta al'llt).q1'-'4Eag.L..?"`L i .2...:•;:"' .vii'l..L45.'itrtt:t h";!A)L';. "7".•' 'L6:7";,, I'.•^"'
...
. ;iv . ; ,' •-•••1,6:- . '-'.g .•::-Li • --.. 44 l'3•' j:Li •::••••• V l;41,-,/• .- ., s •-,-- ,...'',-.--11'''iiii*jadisiL,,,,11 •1-0-" .•-':11.1„..49,,,, 4;13.;.-1*::..-4‘.f:'-iti s-s.1..
!s'..).: 77- .;i c'T, 1,..,;'•:....1., „,.%. ro ,,•--,...„ -:- ...a. . .. , , 1, .1„.4,-.. .._:. i .V It..:.-i .,,,m' - p •.,-.i,y,„w..„ .- -3.1.1-•••• •r• :.,,I..41•• i..r. :-5.,.i-,..*`• ..-•!.• s-
::--- • ,;c.,-:.: •:•:-... s :-i-•• ey• ..i . , •.,., ..,., ...•:..!,$), • I I. f r,dr• i, •i.':',,..,:r4t,,,414,i'.•'' .'•' '4,,•.,Vi. ,;',S•r,4' ,,,,A1.3.14 .''.'.:"..4.• ''-""t•••ft.t4rii44' ''.:•"' ';
.1•• WO.,,..'.Y,.,,,.::,,,j..;*;,-1.'1'•il ii 4,41'; - • •-• ' i•v t;t"•".7:CTO)-‘1 i•'I. "I riw 4 ,.,1 r .t1'.',•:,, "!'''4 40-:,.1' i;•.•.-4,1'ffi'Oltie'•?-60';',11:::%:',4' k.Q4,-'3.-•••,-; ;p•-
;.j.,,,6,;.‘,,,-;• .; 1-,,i V,, ._ 7.. ,.:•••,.••ot,t . 1 .. s . ,,,z, li,•„,-,I.A-zthistr„,.. ....,....16-. .,....x.,,,,... ,.... .4...ck,,,Taff, .
.h. „.44,1" ;'..-6 ,.V.2. it. if'4" • •-. .' -• •- • T,7., 4.,,, •44 1. :I•, 4 • '.. . 5! . 4Y't,/, .;. l'•'', r •A••'•• . .•,1.-.,•:---,:.. .-,-, ,, ,,I.-z-,,, f4T.$ f.''••!r•'•:• '-:•'.4
02
pre -• f"''.. '''-i''''''' ' " ' 1 ,• :•-% ...,: . , ' ..•.,'IN, k:s. '..,.-,, , tr• •.T'' 14.',1., .P.7.'-' l'....,'''71-t",....,,T;;,-4; •-.'. a':
!,...t • ,,sajo:s 1, ., • . „,... .:1.;g-,j,.‘..1:•,,,,.. . . , '''K,,,,'',.,a.A; 'I.;Ii 1 .......,,p,, ..1 ...':. '..,,,•,_-',.t.i'i.,10."1.,;lit.„1;•':- ....'1.4`i,11,A'.: V.'AV, t,!!..P,S....,,V4M,`,;. ., VI:..' •'
-"f s! i' ' •• ••''', '•'"lit';•••'. - - :s... if':"...'''''...fr; i I ,1 I •ff .''' ^'.' !'‘''',,i'. .---4; -„,.01..z. ..,--4,-;.._,v4i,....J.,...•.. ..Atol,..-:,),y,,,T.4,2-so f,i,,,,,.:c.,,,,J,.-, .-..
- ,.- . '''`-' -'' ,;- ,: i li i . 4 --v.f.',•ili f: 4f.,4tAwf ,,ttorAalk.rilr4r,04,4--:,- 41-,KK--,,,ee:',t,-t-i. ..!,, .,,si,_',.
.- . ,....„ .:q •-, .,•,.. i 1, ; f . ..' -1.,v4:40 's,t-,,.-• :04 44,7,--0.,,,,,,,,:s.e.2,-v-.1,-„,4-,,,,k, :.:•-• ---,..1§,
..,:. , .„...,•,.. .,..: . ,i,, .,, : ,, .„, ,. ,i.i-..,...1 ,,,,••• .r ,..,-..----..-.,-„,....:,. N'''.2,47,''1.',....1„.• ' ,-,5b.‘,.; •••••;', -• •
-••:.`,-;"1`,10.'r•`', ;,'-.1; '.•I'If!'7, #4.,•••%.,t-'...,:-:',. 1.• ',AS-••7-la, j;,,q5.4111....0"4'IN.'7.,41,....5.Z.55.4' 1,4.-Ae..&-f• -.t!•`.f.,4-,•^41 '''' 4,
-: . •'''•1..••",..,,•••• NItt, ,c •t • v, t,„ ,,•I 1 k t. ,... ,,,,A.,,, 't • 11 ,.,tittf,c,,, .t.- ,,t„ to.••.,, v,,
''''' V7-,-. -.`"••:' , ---.6 • „ ,,4.. if -.... , ,. -sr, i i i ...,... ''.;_u. '• 14 -.:6) -,'Ci , nti''•‘',,.....*•.-.4 fork' 0,,eC4.1.iy....);'•,11,, .,••0."..fl,.:-...nh.1;•%
..%. ,-,A ;'''',:,• -,;ti. ','4.... . 7:-..;::.• • -• i I..1 .`,11 ‘,01.S. . 't',In' e,;.4.41:•••...a.",,,,'',0,. :,.,..,....„..,' ,,W,-,.y.•,,,,tetait.,•/F;;-i•••••••:•_•...7,4,g,,s,..•4,,,.1,44.,,,s
, t• • '• ' •:I ;' •'.ni.''-fripa't.- . .1'1 L•4,,v- '\•Or.'1`-;• ' ce:'-'.1.4.c.co,t: :fiTd-x.J1....,v;_:,:::‘•)4,4, -,.: • r•': .1..• ,
2 ''' .11.41,7 ...*.,-.41',‘.l' ' • ':•''' .‘... ‘1.• t ' Pr' ' ...-.1'..: . -,,..:•••.-. •,.,...0-
li".1 1•,'', .' ''''' ';'• • '• ' '' "..,r(•, . m•..4'44'-'• .,:r. ' 4 j :.'i i -i-f''ITV. . 1: .11,..,'.' I, ,' ... '. .'` ‘ L.',•''.. ' 1 J.13Z k4V.:V.41:',,,, S'...i-f, ./:'1,:/',:.3..t,,V ii,.. t 4,1. _ .'
'13
;.1 4 3'.'' -!V .;4; ; '7. TA.,t..A.•-,1.••••we'...V.t4-0.•.44',.': ol'ftWi.,:if,i'') ••i,r".,;7.•Litst,i1."4".A.1-4,1',':.•,:,,:',. .-1
''.17' .'.•„.....,.c.;".:%:)'•1,4--`:...'''• .L.:,-;‘":..,:,,,,.,..,..' !....,,.i.: 1,;,...„`..,':.''.1.:..:. .1.:. ,.4,v.,. .. • 11, ,,.:, i 0, • ..1.4...A.,- , ....,,
...
-,, s..-, -J. ' -.4-` •:•-' "I '' s; -. •I.. J .ft ••_::.•• ..,.-te.. ....- I .-. • ,.,;,,,,e--1-4.4% 4, ''•• •4':, e'atb•S••"c••`••••-.' -',..,'P.'1,', , -' "a.
,
tia4 •,•• i •,,,. .4-7'; ... 1.- ," •.•,.• :•••• ,,,..;II I, •...,:i-:.•.... .6 4 • ..-'1''i •k4.01,401,4•I'...t..?,.,...-;, ,..?,..431..`••'Pcc...;?_.;;r1:3,'4;4.41. :"t.,:r4l:i'1.r.:. -•si
‘\,) T -. : ''4:4-...*I: ' ' .." ..*. i..•''... - '• ' ' ' ',. '1I''I' ' -.....,..0..... Y, ..
•,.
'. • '• -^ ^ i i I 4./1 ." . 1 \ ^?-- •• •if:1 lY11., -:'.-'',VI,'•X:..2y.W,•-•; ..;
'I.'' --'. °34-'1%.4."".•nk4---;el,ip• •;t: ,,;:N...irq.,.1-1.. • .:. . ..
I ',RA• - •,
- .„c,-N, . . ...., .._ • ,.„..., •
' A;;(1,- 1.4.1"iitr43,0-. • 14.
,.,,144..vz.,,-1,.:,..-4.,/,,.......,,,4„,.•-.0,7„i7..ar- ---,,r, :-. • •
.. I:'IA '- -,,,•• ':: 4....... : ::::, •„. ; .1 J.,,P.F q,-..,i.,,,...„2,/, 57 ,.q 1.(..-.es,.."••.,i.F.i"..1 ••• •,..
•
,q5
,
'
NJ i:1` 6W'''..•''.I.V'4..•jt:,.r.4,,,.,,,:Aif.i..'e:.•i1.;:;:4:g0'•,,'7b.,ii.Ai,',e-.it,i--.7,V'L,.ISF;,•,-.•.":-.
,..•.,.-3..., „ • ,...4-,,,..;;,,•.•",,..-. ,I1Ir,? I qA,
. ..• „••,,,'t 1 ..•.•t. .ri
t • ,:,,,•-,-:::.l.,, 0P'P,eW4•.N.Z....J,-401A,,f1c1-.,4-.,'1,.,""--VibtI,,.., ,...-',,,,,,..e. y_o,.,...,.,, ,.•..„,,,.,,..,,.1..-,.:..•,,..,1,.-..•,.
, •',4..., ..„..„....:„...,,....,,,,,,,,,A.,..,";-L.,,,,,. ....%.,,,..i.,‘r.::13.,,,....•.-1,,,,-.....„... . 41..4,.:1.....4„ ,/,,,,17-a:-.,,;-tr,4-T.t..41...?...„Li^. ',-.3",,14'.;.'4•'''''' iti"'4. t:• •,.....
# •• .. '•,.No..k., ,, .. tc„.:id.-1, ,
%...„.....„.......Q..... -'' 'i.:1:.1::11-71'72. h'/A ..- ''....P:',...*.4••• ' •'11..‘'.,'.',CI ! .,..lig.,4tt„1...i.i.:4.,?•,...,,,,.•,,...N-,..,,,,(4.". •,.. -::..i.n..giu.1114%....txt,,v3t,..3.-45.4%,-.1.11f.t..:er.Vi_triii''s,Sk,'C.,,sr,,i+.4,,...,,,•4-•,.',..0.•,..;'..), • ,,.....1
... coir,,,,-,-, ,;,.• ...„, 01.4':. c.:;;c',,,-r': :;,,' . Vo''' - --" ••• ' it't ;.•4'2's-14,- ,,,oir.„... -,. ,,...,,,,,,„,.., c„,,,t.,,..,„4,,),, , ....t.i..,.0„,,,t
„ ...„, •., 5 .5.5.4,-414.54. .1, .-•,•-ii•-,-A4 ,.4 :'=4:0-Pf'7-.•;:it'll- - . -
_S) • • -1 •Iiit... -•, '• \. 7 ' . '- %'''' '•,' 1 i 6-1 '''Z'OI'' .,, ,'rq _:•:,...,,.,:j • • . . e •Is• -‘,. k,. -; A 4, .t ..
. .,',"• -`4:V•• • ‘,....• ,l'f••• ,,. :,1 r,,,,:.4. 64..',,, ".
' •10J 3,C.;. , '.,,,,,, "1'it.;471# ,___• ,: r,:r.•....,•• • ,It.t.,....,,'',"17..,: ,•!:I i i...-.;''il' ..,.. 'f• 1,11'4371s".i'••• :- ‘"'14. V•i?-4teAlt.,79,...)3:8r,q,.....:„..,.,„A. ?..,., ,1,,,,,t.;,,,,,,, Tr, ....0 ..,
• ,FEN.: ' i ft... - . :-.•
,4,,,4.,....,•;,.:,.7,.: ...:,6',;?,.,fl ..p,.;in,,,- • ,,..,,„ tet ..''',V40,, 41N,C1‘,PS'''Zi'f'':',61i#A.i,t.4.1.' -
I
‘\ k li!k'• ,k'4,•:.L.t''''`:P 1: : ' : '.. .: ,
.. ,:.
....?: ..4.4--,•• lr'''''''' .-1.-:.-.::' •••'' '--4' ...:'%••••••'?4''' '46.6•'‘ '-',1`•%:::;4-'...4441'1;*1''' il''''i %,44(:,t7:1'• ,•••• .-- -'-,4,-.1:',,:::',..':%14.'.' ''''';'44..,r..i.b.;44.5:-112-14e:*64-1.k,71:1":"':, ••,..w_-.7' '''..ii,•ttle:.:r-r:11;:tc;n.'''''7•1":6-;•,1`i.14,..11:1171.
'1' : . ,,.. ef271127,.,:!,_.,.. ...4,-, 0.,:o."4),, •„.„, , !•:•r:t
i -- - -t•* %1••,-.••!,=•.,. . .. ._. / .. '; ,-,... .::,..,142;,,..,,,,,,,,,..0. 1; 1 .Li. ,. -..• ,;••• l• •• „re". ...,••,..N , '.... ',.:,,"4..7C7:'1.4 ,..•\t,,'';,"''-.‘',,,l,r-41,..;';'••••y. ,.•
, ..•
..4‘ -;L-L ?ik#' ',..;i7.1.5.••• ''.i‘.-.:,,.,,: r7g-F-::;,:,,•, `!.,1s::::,:g,cil,,ki„?7,;; iiil.',..' . . . . •••,;.. .,.„ -,,,,,. •.,• ,!,-,?,,,.., • ‘..,,....„,,,,,,,IAt."4t, •'.'•:-•4%.1. L 1
...„,,„ .s • •I'.,;•"•-N,1.,.,,'••• 4,, .•, •,,.•&:•.. .S••'-,f..sss:‘,.•, ,."'. „44 kf.,,,Fi,e• 1 .: jr•
,••••' ,.4,, , , _... i, I l• - . -11.',.1 ,/...., . .-1,51"..',34...';4" . '.I .te. .. .!.:;:.,,,,,`...... ....:!., 1 i:, , .,..Ity.h. .a....44 Of,t.'`,1,i at t: .,t,Sr.l'-.',/..% .•441' 4'41,1'0,3.C.'e 4 r ;'''
t ,. . .0 ,•4!•(1::4'22•d!in.' 4.! 4 ii .41','•je•L;V4,'•,..•44.:' .. ...:4'''' '4 •'• 'i:I i. +10' ' '''''':'.•''''' ' ''''••••,••". ?.7.1'•1-..,i.lirigt.,P 4.••., ' ..;041,1''' iliii4... ,?tz.,,:'e-.1..11. A•',1,5.
. -,,,....02;,•t.•..:•.:',4.:,r.• w 6,,,,v.i.''NA 4'. ;'otP!.••!."; - I !.I avii,.4,i'ai.. • ,. . •-•---- •.`,, li".'i. 'iV•"* .4.,11,...:1, 11.
cl. .--...-•'!... .uttn•-•..„,,-Inn 1.• :._, .4,,!0;4;t1 .,... .- ,iA.-'-t•N.`, • s; i • 0,.P- ,f• • .4 ,..-i ,..1,,,• `,,,,. " li. - - •• 9 . „A4,,,l...5. -.v„ 1. .
, -•• ,= • A , b- :,-. 1,P.*., .,
. .: .4,44,-:.,-:-,v,--;‘,-;.- y,.•r-..v ..p.,44 ••,'.,t;...„;24.. L,•• •,,.:,...,•,-4'f..1.4;•, 'i.;•,.,,i..,sif,s..,,,,,s,.,---,-....----- : :•s A .4,...f.: T.••tp..1 ? ,..4-,, 51:-A.,A i :.: _ .,.'4;4:iieillinimmum, g ..
1..::01 gs.4!akr*'V.AY'', 4.4.-. ,;.!1 i i;•••,::.L.___•_t _____:---•._ -,....,_:___,,,_A,,d,•••• N„„„,,,,,...,„,,,,,,,, --•.,.-....'-........••-..,:;.,..,
:‘ s,,• s::4%•ss •so !-•-. • . __
i
.
11
/.. ..6,g ,1 7 /6 • nil
CO .-g-i/ da
iiiiaiv 0 _...ss-sie # -livey i_igg/-7 'OW -
0: Sz- /1---77
CY OA, 7-1(fgge..._,--az:7/x
_z(z_ ii 6 .c gn.r
di
72/4 (7,at- -2Are ei-tq..--g--- •._.- 0.2i-1/70 iA - .. - --- --•...----
• • z_-/P -a,=7 e4/2/0 /yi ,,..7 g g nzi---9 24.12d.Civ/ .
, aS 0 --71, _c 40 77-Vr, 0(-70' r,2/ah2fraz:Alo.2 .6_R./iiAl
•.
I.ID 1 A , CLQ 0 ..ar7c, --,‘.. .. . . •
=1 S2 0,(dli-6-97/- Z --.91//lv-, 9:2- ?
-z14z- W /2/.. - ,(17-7_-_ - Ig: 7ig317,11 c I 14 019 -,17-V W '"-
,
/ osigeop?g ', z/71
'
• ia-q &-frg7 =, 2/21 0 -+/9? g, -9.1),/,0 i .
710-1:2-K i 1410 ' „-11111,V ;, 77_i_C/7/ - ril
, .3 a) vor /(C. : ,_..c ? 0 V sr la C.
-2*Wig --glv/a-ice,Yd_c ,9c Q , 77/6'''&, 1‘-k/.7 - 6's'a/
. 7iP200770g .
2,1137 -72,17 .
,
. . .030 92006(71 ,. .. _ . . ,_• '• __ . . .. , ,.. , , . _ . , , ._ :,.-.: --(q 7Y 01. . .
I,c1 I . r3-9
/aary ( ,frfii a7yuy r S710..1.7_. is a/ --arwi siv7-b, ,. .I.Jcz
. ........
ipy .4)07a i-bp,'2/4/ '.• -
.. Wei a:")12/.19 NJO-1 9 7 y :.: wo-*41,41\too • .
-210--t?3g5W/ 21-1(.1.c ' •
- - f
- ,
'"-
(9 atvim ?5 oS. . /-0
A4/44 Aanal 3' 074 - '5 . .11-(7/1 7--i, g' •.7_3/v 26tt A 01 z#, .: 4v 33 " -''"-- --•
1"/ /,‘//t/OW , -',V/1 _Z71/111 . -4-
.,:-..---
, i
Io
•
2/fJ/V i'� �` h 11 f—Z
Y--71 1/2/6101cifty710,- 071/
cfit
Sa/
_Nf%a Jr2✓ v r
-=-",<-_/Y/96(/ / W O!/
cydev ri �/ p /7a/.1 D-V (LQ 2-)..7021-1W-07
Q7
Ss a-7 JG
A / > & S �/��O'/S�?� A fJ0/f13N C�(t, _
his .
� (22 .
-egf sL , os Ygi 9 g P 2-
i
_Z/L4'44i0//fl c3'
c ''14 /-J' divf0'
-97/r 0'r .-7 - /?1/L&'4&r.7%C
977bZLl 7 S ZS %-i/77/a/y_z_Z-7
73/1 7 --2...g/-1:57
�.(� - 7z s 0/ .. / f •
• •< . . •
oy testi
72 L Co L= v • R
• o zo a s 4.7.4t-'
7 in-' MATCHLINE STA EE 981+00 + y,
a x r m m n ..m,� EE 981+17 '.r5 , �,, �,,.
C w M>z o'v1 z I I:" 4C.',, 121p812 �1�' BEGIN LANE STRIPE (56' LT)
''i` .� ' "m`1`*'
mvz
Z I V�� I; .
m z o j I .ti+1 i
0 a a 1
Z •& v I I I 1 `;};
N L
a I I II tk�
3 i
1 'WI
Id 1
O p,O C z I I • I r ,N.,P�w'1
• o$N�� m I I II EE 982+40 .�
v I 8 :EGIN SHOULDER TAPER 1:15 ";` ''.�
V. I • I
El; o I I PREFERENTIAL LANE SYMBOL (TYPI :;'<
t IF
m I j I IP
8 _ -' EE 983+00
O O N zL. 'f�;9.Z'
•_ .. jI ; I I1 1 I I�' END SHOULDER TAPER 1:15
I
m I I I .
I •j :',.:',',..PIT,,
oc I 1 ,
,fl
EE 983+84 I : I I r j"""t'?S
i I I 'ii�'�Vr I•
II Q1 12;1112 I XL
I :':'I,.ik,!;,:
PREFERENTIAL LANE STRIPE (TYP.) I,..,VPM
I n :. yq
�I EE 984+17 i. ir.;t1i
1 1,1'1 2 6 zltz ! ,;,''J
END LANE STRIPE (50' LT)
I fi
I I I 1 BEGIN PLASTIC GORE STRIPE (50' LT) '
A
I BEGIN EDGE STRIPE (44' LT) {;
t I I l l;) I:'2 I . ''!';
WF
• I I I I 4.11 I:
I I
O 01 II i l i l I I r 'j
i0 W 141 , i • I O
N• r /' ! I I m Ico I . i
m r • II
•v a j , ; , I 1
a m 11 EE 986+33.20 P.
•
• v v. I ; ;t; 111111
illiI'i N O1°31'24" E 8K= G
c v j ; ;!�' 1 N 01°45'00" E AHD Tr
c. m • I I m O
Z
j
I ! E 1 m EE 987+40 •
I I I 'I PREFERENTIAL LANE SYMBOL (TYP) NI
:,:::
EE 988+00 i I 1
I
Q PREFERENTIAL LANE SYMBOL (TYP•) I I -• -- •
G7 0
xi n I I , ii I I PREFERENTIAL:
s P I
m I i i I I 0
II
N n z o DR2 78+34.43 P.0.7.= I QJ2 2 1 I j I -v'i
Q.-. < m EE 988+78.33 (61.5'R7) i 1 � I I I v, • .
m . 11 ---
R1 -� 7.5, I j
•
I ii 1 • \ I - —_ z 0
. • • 2
• m ' rn
•
-1 m 1 ' I 1, I •
a 1 I
m I . Qr I I I I
o ;I ; I EE 990+17 P.O.T. (85'LT•)=
m �j ' :i ri1112 4' 1„ `�
„ „ , I AR2' 23+97.29 P.T.
v ,I ' ' �� " I I I END 1 s 50 RAMP TAPER (86'LT.)
• •
1 I
L . - j " EE 993+06.22 (121.99'LT.)=
I ; ;; ;; 1 AR2' 21+02.79 (35.55 LT)
' I END WALL 8
;� ; "� 1,, of
7al 0 - ;ji " I n .�
N ,I I .,I I AR2' 22+17
-I . ;: ;I 14 1 1; ,I I BEGIN PLASTIC GORE STRIPE (7' IT)
�, o DR2 81.70 q .
I , „ I E END EDGE STRIPE (7' LT) EE 992+00
• -0 PREFERENTIAL �1 i'
LANE SYMBOL (TYP) .1i II I.I. 1 k� I :
DR •
2 81+84.71 P.C. '� t IA"' I I fAriE992+i.T9oP0T
'Iiiir• ISHOULDER TAPER 11• I N P•C•C•
I '�� m ' t 20+97.26. �� ;/ ,, m I II4 BEGIN SHOULDER ?APER 1:15H . - ll i: I :-.1
• I I1 1�-1 o i, I .I 1 1 f iU \ '1
. :'�� ;; a ;" \ C a AR2' 19+97
_x /: r ; ',�„ + STRIPE (5' RT)
CO /; ;; r .1 ,1 \ BEGIN LANE RI)
O /� %: .. I .+ END PAINTED GORE STRIPE (5�
-. . ,0 9`' 11 1, Z \ + ``` END LANE STRIPE (17' R71
•.� 4) q,
o . ,,, d.
4, 11/;' 3/ 4.n N v1 1J- ` ♦ ,END 1:50 RAMP TAPER (29'RT.I Baa
i1 '
O .•, 4 I , 1, . a\ \
vi in
A '~ �Q /•' , "V rr I / wT N - -------
Q /J,a. A. . rig Z i 1 :[] N
R3 ♦
1 ^z
'. X ::: -..........„1.---_...7_,==__-
A .1 t r Vr 1b I i ;. '/
.
• —I 1, , m , N r r I
�, 11 I �\
` I
m 1;1112 11112 1 ^�L ___,
•
00
• n ( • MATCHLINE STA EE 996+00 1 '- 1
.3.1 . 1 li • - ... •
1 .
,� 1�P�! .s'' T0
.22N., R.5E., W.M.
,• - -<'''Y\ )
.110 . ....------__ „, .
.,
,•,. . • ,.....coz
— •
• /'•'^',;,q ,• ' •�>m1 sJ�. /i/' p�A{��• ��J�% �1 �C'1FV jti CO CO
•
O J V1 W W CL CC
i 0°/ '� e/q/,7 ��_•S A �\,N� 0\• o o m�mw Q 'p' j 1O 4 0 1-• o Cr �W
''•• /�.• r gAiO/ , /,/ Cc'
&�,5` �� •,1/�`\� O IO + .• P W Z Z SJ^V , Qom/ ,+ S • \+� + O o* N O Ip w . J -/ 01 0 1.11
• A~ �., I ' 0IJ J JJ W O 1/
45+44.27 �;' -`rI-SP'p�=4ati imilimmipm____-__.„.._-:o-
,-
----
/;' PLANING BITUMINOUS --""-"===- -__':1:=��:•;+:iV
d PAVEMENT SEE RS-7 ` ----- -----
_ tc
r__Iir
---.,...._..„-I_1_34 -
11.111111111111111111
�a - - -- L LIN :.:,,_ - `---- --- -- - - milJY� % 7t - -il/ N 46.19'49' E• -maantanisg116611 •-------r"-_
-
:::::lil.:
PLANING BITUMINOUS - - ---P _-•__- ------ 'y4•�—r3- N _ ---...-c. - r
PAVEMENT SEE RS-7 ---- �"�'_,--� kmaaJr,,,-;:tiumwmna'•. :. -- fF�� il:.•.,...:, rr' iFYI:;;
.�,� - -®munnalsassusrun 1 LLAT �_- �• ::�•;�•:►`i�„ ..arw �� , ssar..tases :u.....
6.
_. ,�;�.:� i____----- }-I I ` ;' +/ `\.—.-•..--•--"—_--- Il. ••••• //`f\\�• • '' -_--_--
IICI CL
•I rt II
W /
----,-- - -- -- Li
--- ----------• DRI 895+80 $ a ��, xr- NI lin F= a + / c /
I /
• . ..:).--
p yc �1 N1-- a inn o c
La
to x m
�I i O xi- na. oI 812. J N•
L 895+75 r, • r+-I zw-.. zx CC �1 oto m o• O •
BEGIN CAST-IN-PLACE c; o col
z cc �`" z -'I mlo .• + °N' a .al m
CONCRETE BARRIER TYPE 2A ° n- a� w►•-d > o• .loo, o °i o -, w J
BEGIN PAVING o r o m z J a s v, w m a ` cn a O. •
-
a v .7. w n.►- cel > o f z >-
BEGIN OVERLAY ,� Qv z ¢ w + a a 1- o J w ►- ,
0 01 c11 .c wl- Zo m a w w
a; DR1 894+00 + w+ ao cow como a z m
a a� m m o w w z an u L 905+00
+ BEGIN PAVING moo co 4 w m w J w Co r
�, DRI 892+20 z w CO z J
w°' BEGIN EXTRUDED CURB TYPE 2 BEGIN OVERLAY w w + w .. w BEGIN CAST-IN PLACE CONC. STEPPED BARF
0 0 0 x a END CAST-IN PLACE CONC. BARRIER TYPE S
Ir BEAM GUARDRAIL ANCHOR TYPE 1 -
o BEGIN BEAM GUARDRAIL TYPE I 0 n po ¢
o + x
•
w
CC Po w
LEGEND: VI cn C3
W
J W
/::;1:11 AREAS OF NEW PAVEMENT
•
•
0•••O•••:1 PLANING BITUMINOUS PAVEMENT •
I FOR LEGEND SEE SHEET P-1
ip�'" OPMENT • I 4� 0 50 100
•+ Yashinaton State ^•T•r ••..• ^SR^167 ^o,^V W SCALE IN FEET
Yi
- ;4�;°A STATE FED.AID PROJ.NO.
_ PROGRAM .DEVELOPMENT •�Masht n
'r L. CLAYNELL 10 WASH DIVISION DeparI
` J. UYEDA - Ja.u."11
8. ROLLING • 93W047
I .InHNSON _ _...__...__ -- ............�, . . •
C 12 97-
6 ',2i/74' m00% 22
SR. /4.7 I/0v ' 271 /.9ycS- IPS. .6-MOV kitty'
s 1 #41i C`ousip,s, orreloi ,V,,vas .(my
84-ai °��o•/�,�� iN ,iEt/,frV /NV .
t Ti3T� �NvEc7o,/S.' -57-4-/-k--- •S
/i rS1. s 4et ,�,e(f /e?mew
S,gpi S hfiP/° • /Nj,� l7Jf'a i 7.4-50/v SAM,°so,/
5--
/give 22o5---
Gvd/ZK
4- E/9-
(p5-17 © 4dw- 4-ow DRI 3 Moyer O1O.
/A/ /MPt9N/ NO/2n/ L/A,it OF- J-01?
D� cf I? �7f' 7/ 615%9-eSv ' 757d&#
ht-1- Z. /O�i�b 7/L•�tc,'t (0Ez i vE�i✓� /3.7/2/2/6&
F 116A- @. 4 /./, 6O I6A-e .579 )31 (CiA
0/986-4 C -Z( 7~o n) q./o
U ,9 ci/3,'-r- 1...- / '/L '_ 770/1,f•& 50 ' 7 716-1-
-57)Pj LS.a
///9-/;741 iNG 'n c(C/9-- . 135-,413/4
e- 5 ,
/Z.(96/7 i5 -1/9A •
/ /4k-50Rev GJ 5/ s 21 /4 I / Ort L615
11.194 1 )1 43 s-9 dem
C.,14,7 44.-14 /E/P. ok 5 • ky I tip
Lim
-- _ -- -1110
SN(9.r 5 k- 6Iz•
02; - 5 4 SJ cteA-
ye
0/ 5 7 — 7 ( 6/13 A- G/tr/fi o r" i/E9/2 Lp cr/R F
•
I.t . c • „i I M • • _. -
ow'or
• , I� • `.
--- H.', 1 ii•P-- • • ‘,. /41.1PP ••••-- 1
IIis
1
�1cr,/r..'"'"''."...." '"'"7 •
• r\ •
4. ; ;,.. ..„„...rhaw,....., ,.._
, __ __31,--:„. .I Ir.. ‘ 1
. i ;- • '.;. l '..'" a • I O • ••• •...W
•
.5— rii ---,,„ ieo ci
1 el rim* ....•. .,.•.1. a • • , .1' .
10,„,„
/ ' ''""'''-' 14Nakxjah........maa I %."%.,........iii,Y___ ..............,7). °. . ••. i •
2../0.,../...— 7-11:10111111..........01101.11.11111111120 t. ••-i IN
w OP
I'' �' �' �� 3 SAN Q
:4
4• Alr& ..... ..... - i
V,Iiiiiiiill
1
I
rillk••:•::"1 \ .. ...7.‘11114 1111P7IPPP .. 4 0
id
• • ■•
_• _ L> L ..1i ___77-77-7-7.---- A . _ SII •���
*___,____L,1 _ �l �- �+• I
It
• it I \g'' II 1
; s 1 • ■ 11• 1 to
•Ii
■ •
-
Q_S
Q-s -0 -'9q z L 19 444p OG
(9fid-o o£i rn5 X10 ry 100g) 6.-"6" .O>1 W Q9 molo )
, °S . 4640.6-0/
10SG 0-',%°L L = A/1i y C�' . --yc jos()
(.5_griety No p 99 af7/./5 'NI
%soi .2' /i/ ?Is ° S ) 009
J
ems+b'0V 010vv-d .2!)M0-7 v3110 -
CLV
, QS a' 4/9/0 H- = , 7! 9 -vcr.
(v04 Iry-41/ 6/-0_2k I/0 /j
QS (, •, -d/3✓,6/ 7/3/009 ?ice/f'z1{,�9 %JSz� c 91/0
, Ls& -op ao /z / -6,2'p z 6
O00 O n_L
r0S�
e2 bpi? 66 = , Z/Z/ 0 --$7/6
( 2$, 2/ J$6'7 og,#
s e. , 4/970 6L = / z/ a/ 91',b.
73/1 '7 '1-5/137 4.2 2/ g,z o 7Z'1 /
�7 �7 / y� '' ' ,ek✓l2/1/i?/7'y ' _031/azs 0 0/
g_52_5/ o,ddz1 Yv
{
5 222 vk_777
` / ; rv/. ow
wars/A45- L9/ zic
4V-1 2)1411
Aviv % 94 '-9 5 01 '13/6' rf 33N6°7 /lei/ 1. 1 / ?/5
E6' / 'Ol iivo#v J901/ . "0/41
— f)/ i6, —,/3 (--- 9 x 9 Z
,
yt ,i/l/7 ,ST,Q//e///G A}d�lL E4 4 v
T FOg E - 7O0s S 7'2"P�4 72 bre t #/(Y Mg w«' 9/z P.
. SEL- LEVE L.
. - , s zota.Aicx #e a& i z '/2 ' = 70 dszi e Sb '
"'ACC 61, % S2 e /2/z f= 20.144@.sv ' 79J44.
a 5-0'
,-/i 62,9 S 9z 16* Cr2/z ' = 70 I E5 '
. F-4,4-7-- £ 7 T7K?/ /; ova os5 "C#/20)
.(3i9-6-X W,h d4/91?-41 73 c/13/4- e S D ' 7t d3
/z ss4,,, so
CoN s-r-p udc rroiv ieyc r1 Vi fE5 04-S Al E/i-5 tree
. . 47" 02-46-C4---/,0104 6 /7"i-S.-----) ce-----'-z----. . odio.
//=3sP� CP(4 ` ii
II A19"fe Cows uir7ai 41S ®r 53
E) U.E? ,a AI 6 /..--?,,,r- A.'v/5 F ""1"-C-7_S 11�' iv) '''P
(5 J - G 7 A ) (Wk 5/45)
lz:ss/7r� 5r2/P,W� " 65-- ZZC� ,I 3a
No T "; CONs re t,tc.r'ior I fi-c-n vi rr c,S
Ct.) AL ea rJ or- 8E tar b r,,,,\)6.tiffs Awe, -
foOri .47176 I4 /7- et1 o/,5 e-- e. . • :..
1-ECE/ t 6 /1—Er 2
D
0 y X 2D . = 0(5 r 4 rie E "- 4-fi/04 mit)
-= re 8E' 5u8 4 eT iQ F/0M V42ti E-
' 4- tie'
.. G 0 ' (45-J84), V 3 -47 FOC
.P kTERAi i NI 00- v R(4'41E. ,LE-Vez. e....... ___ ... . . .
fLECE7UE"(L 5 (Tlet D PrsT4P)C.0 F,W'1
ft 5 LE/Va. ' GVC'2g. S,rE
•
•
f> . I CID I • 1 VAI ---,-\
II
Ir I ff. Ha mil� , .' ..•1 \ic\v. Re:git,...,
r tJl r i T --1‘.-:"---..:::—.._:- I I • 7
fi + MB•
.MLA I' .1_11!=.—"1„),: ' II : 1\1t... r ,
To -HEM
\ vi____ ____=_____'!
I I ••• • : \ jui !
+
..ee , ,,
In
C Os g \ I
•. _ e.
. to' Nib,
all4\ ;
'411111 111
-14 • ..:4
1111111111*-441441/) s
A
ii.\\ flew 11111, 1111
ih•,,,..„. ' . :e.Aiimmi . i ...............,...........„ tv.,\ _ .cc.,.....
trok.4444.... ... ,.....tc_4411 • • • .......rdicamo.
• • .... ,,..„ , .._.. .....„ =.11 411 eau •• sae•s. 6,__- .3 ,,:„. 14
• ,...,,,---- .0 . (..../4#1i .m... -.. • . .. I 'WAIN\ --i .••,,,...
•
•
T: : 1 • 111 • • r . . r ,■ • • •f.• • •■ • •• • .� ( • I.
•
•
�Z N •. • -- S�, - - ter..
....041111:.
•
iN), r
firs! — .. \;110, :.:
•OZ //rte.11�'��/• :r o .:11..-;;;;:.;' 0
it . , • • __�--- !r .1is s T ta will i i r \\ i .. . ,
illPirrilliillWit.s 6. •S'
....igiUMPW-441111111Pilar111111114 . .,.
I Or! r ,..,
• •
_wit
rx
` .. . /• .• . •� i ';ii.„.....; I ` •:
®os •c� tew 44A-74497 (A %ase da IL
®s a cep « !Pio yFh 68
63sn c_ 3)ivb►i.sia 37gnctir / wp 9
'LW aiva097 ?tt'°jr► 2/v°711 aggleg 9f 'v?d
g ti 3/10/PW a.9?I///a sem►- aa()=V3 >1
€ OBOW 7d/Y35
,/' A73M7 700 ag7*' S Z Z2 *MI .pg
,s4H'a'5 IrOSVP
`✓iy) S 059
/Mild.
' 1'd 00. 0/ Cb!c'/4
11.71*- , 9 ""2t0e -" ..9t44' ...40,"_1, 41/ - y
r-4 (-5 L:S
os tip t.7 LL
-2.3/v7 32x1611- 1 05' b`gp
112�l-i/O H � NAL 6,z, rvi6�r � //9,70dZ d 57'x'11 -Nf/, 3/-a.
C/fro7 q3,
C.?-4 ��, � ��' 1-101-1/0/1/A), .
�ttL s-41 3/v '3 97/f/en r/114 y nSb7W -7' /
/088W Fe ?tv73.5.
/NJ 'VD zz-z 3d ILL. >!t,g
rvoccW
• '✓ oz c6/01/6
(Yo _1 " -'o 'na/11 - Pori/ 3/y; i -
t7i 3704- WASHINGTON STATE DEYARTMELN'1' Ut i KALNSYUKIAIIUIN
FIELI )TE SOUND LEVEL MEASUREII 1T
Project 54 7 V(C 405- 7I-P 62. 90 ) n UP(e t
Location 26 0 / Zd mor (2&5-7--' C TI&4-UrMM1N £FS/DEN k
Measured yroc C e 1-0 / /Let/'
Date Z 0 o Meter/model Ce/ 2.75- Id/Ser.No N D3'6 CAL CHECK L..----'
Weather (wind •' ) E T 0 - ' P, N frO , .er' 0r, , 1/6-1/ X-0 Ai S
Site number Leq 62,6 Time(start) g i�'1Tim .4e(finish) 39 "AI.
Z- 4/9)( rB. 0
Observations /2 ,a/(A Jr- f- u //1 .&G'L1/1,r/ - •lel J��l f lrG c.�
a rok i S k,l S7` L9 j P0oaD RPleeN $7 /e
/l t 772,1,5T .,.... ,--i . J,,, - ( 404S//--4) 6iE
Site number V Leq 519, 6 Time(start)3 4/PA7Time(finiSh) 3 = 5/
PM
4 . . 0 . a g '
Observations /reqs_ sir W4,-/ ahe5 ( ) 4oi 7-4-e4:07— �_ �T
ec d c /4 S & -SAn1E sir-6k+1E ,f 7-Tfi�Plr`D 3%15 1M r2`/ ''?- 7z-19-0 kViiJl�y
Roadway 1 1 1 1 I 1
•
vol spd vol spd vol spd vol spd vol spd vol spd
Auto Count • • I 1 I I r
414:i
Auto/Hour / • I fi�l.` A f f' / .'c f 1 S �r ee s or,e'o/ t v 'i d_ S�c i
Med T •us Cnt I/9. 1 :DI 7L 7/Le I
u I I I .
Med'ruck/Hour
Hvy ruck Count L- /YJA;r ic /7Li Gkes# 4 0/JE ) "•G a 7%RI74 D C4 Kt- 'hi f1/7
Truck/Hour 17`� '�Sy>/ '
count Duration TN/s o4r7- I s/ft ET'S TRI90 5 t /s if) //---"4p (2"iI" /771- 14"1316-Av
/VC/Se' CL//414-7E-. FDR_ SKETCH OF SIIE LOCATION.T///S f}(2E4- 77//-S 77i1F PF
�g ,:;�, -..-4- yam.- -7-..---7---, : ............:. .. .: ::.R ........
•
.• �•,,r .. ! ' t, c-0.. ff';dh..•.ai yZF .:•_J . - 4-• 'y' s _• `N,, r ............
r•r .�y �. :4 i• • - w•: !ie .:.,•�4:off;:•::::i':•i:•i:•i:::•ii:
` - - • •1. r. ,L_ • • s ?, ti. 'S v P"-?Ct:::".•::::::•:-::::•:•:•::::•:•:•:•::-
: : •
.a: • :r ' `�' • • --,:.•-:
•tom• ��� •a-
•
r.
e .
yr ,,,c• ',..:31F- r
• • • "
• • rpt 'S r iiia K f ." r
'S ��r^ _ .4,. ;�=�'� ti•i 'ti. I!5• 't .,.-�fr_C,,-11r—
��•• , • , `fir i.,.. .L• < •
7T ,i, .• •:.1. giti :
411
Washington State Northwest Region
Department of Transportation
Sid Morrison DEVELOPMENT SERVICES
Secretary of Transportation
CITY OF RENTON
FEB 01 2000
RECEIVED
%tAe- 07 art Shu /M/Se SI/� ✓rs If ®/'i` .:, t
f/O/ �' 7 , /G /C,`1/S Gt/IoG
/h
es.c or'yi jr I prop- GV-r"1-4 A r t-i 67
h .c (9/.s e 4 '1.5c,5 t D��' s ' 1/`ed i'
?`l.t. 5t /b 7 - 5/z i �.- /v ' 19 W
Ga/a ca l� , /of 49-7 5-Ff
/ // %S , e"f //l G re s i y C9e2d e. D r % p<r 4/117;1 f
0)--C-,1 fain 015 W L it 4 t -c app/ns 0am71 d r�� e s C1/o4r15:-77
.tet.e 7-07, e) y /4r/674 G
,�
y
744
nor�G mus uo-tee. cit feilb)-7NV) (, 4.G92S
014 vrait c4yryJ 5
11Por+5 (1 ilktiv-6- 979 re (e- L./ z 7 5olietif
tb0z '
.
— Arqc_c_
D fi m/745 f4 L a/?�/,5 e are /2a44
rc/ u'a 7�v
�/� .b 7 e p ro L 7' .S Pe t a r z�rn e/',' f,3 .
tIEVELOMENT SERVICES RECEIVED
CITY OF RENTON
1 1 FEB 2 1 2000
gl3 2 1 2000
II . CITY OF RENTON
• - RECEIVED Z7/7Bye eXe5S ADMIN.
11 I ....TI:
' HI
11
I i le-f- -119-61l'-re 7 "htti &)6,1. :
.,-,r. .4.4.04,t ,
, II
.. 111:14-(4 7letve v 15-x) 7ea I 1 4 C 2 2&ft
i Gaist.4..17 /A-0-e.se,--,-_ 2)ciAtcP7. .4:-C-e_ atti
UI: tio, 4t4r4frim,€ vAv&e.A4ve;71)
.
- -V 7111 jAgefrtg ArLC../erg' 4e7Q 2e., 7).tieg,
H /2.
Th d ere.c. W.-e
H P
1'1 45,- 2-i-Ati-a-ie- w-s-cfgeet .A14...-
1
At,dal).
e0
il
11 lc
6)AceA-pLoilt ) 1 co-te-ctice .LeL.1)-e. tt_ "ita-ag-7,L)
0.4fr.V.
il ,r-A3
it , - 4-eeto 4(1 ?/ 21
!!_ ie•C4C24-- b itt.ei ' i- - --r3
- we'-‘ -7-,_•__ _. _ iy. .0_ ,
H
, -
Itthsw...tie odv_7-1 -7 401777,,0201-17 ___2›/OVIN--)
- - - 90e- 7--frle --1 -- Afte CeW, i.ee74
1 1
_ _ _ . _ 41,1 ale0G) if _e 1_, 0/, _ diti,a fta.e,4 ../.0&_ • _ . _
/
Ili w-e.e-ke.r.-eig4 ,_ ePitee
11
_Il itare-tier---4 - •
il
..i
i.,
:1 -- la## ,46( litje---- 04deloeotere- 17-^
1
11
I •
•
. ._
. ..
. .
' ;•-.: ‘. • --'. ...di.....„
1„ , ' . I. i :,„1 • 1 N,
' • ••• - 11,--..
• _ _ , •
II... .
I _
, ..
...-
. .
. •
H,,. .
I "
.
. .
.- .
- . .
. -•
- ..
•
. ....
. -
• ,
. ,
u r
1 't"
• .
_
2 -. .
t.•
fr'
. .
, •• ___
- '-
-
-'
' g•
.. .
•
...
,. .
, .
.._
‘ _ •, • .
i - -
., ..
, • .
.• , . , .__,, .
- . , •
, .2 -_,,,_ •
- I
A IL,
I
• ..;.j •
- I I
- _
- _
. .
I I
-- ,- .
• , . ,
1, : I:•--: • •-•,-`,„ •_,
,..
•- - •
_ •• _ .
•• ,
.. ,
.......
.- .
1
. , ..
. . ••• ..
....
...... .,
. •
I e
. ,. • ..___ ..
-----
,,I
(72e7'--,1 •
.7 '7.'kref. gr,74710 - 144217Vt° Z ie
P111
.... ,1 i
) I 1 I
....... C.C.W9T/2..1.9...7r.#°. -(1.4,
- I:
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: February 28,2000
TO: Board Members
Bruce Farrar,W.S.D.O.T.
FROM: Mickie Flanagan
SUBJECT: W.S.D.O.T.Noise Variance
SR-167,I-405 to SR-900—ACP Overlay
Please add the enclosed letters to your file. Just a quick reminder the above meeting is scheduled
for March 2,2000 at 7:00 p.m. Council Chambers.
Thanks
cc: File copy
H:\DIVISION.S\ADMINUUDY\wsdotmeeting.doc\jw
•
_..� - —�_ - ___ _r _.____.._M...........vola........e ._...:..
,i,;:,!..'.:7,:'i 'S. 'arca ' m •. A
ZOoo 2807 Shattuck Ct S. /�0 L C by '\ �!?;;
Renton,WA 080bb-b020 ' ., !i;,
1 . (- `ii P M 0 -
co
14 FEB
RECEIVED
FEB 1 5 2Q00
CITY OF RENTON
PUBLIC WORKS ADMIN.
,,0, �_,
•-.5:-.). ..t
Cv ��g���, 4. s
11,1,1,1,11,„,1,1„111,,,11,,,111.,11,..111.1.1,,1.1".11.1
7 /3.., a 006 K;,.
°9Z `' -1
0 '
/6 7 - e.
°�-
.. — .�
. -2 e.— ,'
el" ?'''a,,,,57‘.e.ruc),.*4 /97,- Ade,(2 -, cr...0 04,..,5,
7' ''...7)' ,412.1e.,
o
Feta=23-00 16: 33 1-lo . ,say ec-c Menton
4
;
iko •
tio.13 AA.
SELECT" Worldwide Reservations 1-800-HOI,IOAY
SEATTLE-RENTON One South Grady Way
Renton,Washington 98055
Tel:425-226-1/00
Fax:425 271.2315
February 22,2000
Jana Hanson
Board of Public Works
Renton City Hall
1055 S.Grady Way
Renton,WA 98055
Dear Ms. Hanson:
I am in receipt of the Notice of Public Meeting concerning the noise variance for the construction work to be
performed on Washington State Route 167. It calls for the variance to allow crews to work at nighttime from
10:00pm to 7:00am for sixty-five nights. I would like to state my opposition to this variance.
I do not want crews working at night near my hotel for various reasons. First,my business relies upon the
fact that my guests receive a good night's rest. This usually involves quiet nighttime sleep. Even with
eetensive sound proofing of my building,construction work after traditional bedtimes would be hazardous to
my guests' must basic lodging request.
Second,with the additional competition of new hotels in the area,it is harder to retain customers. T have a
large airline account that adds over$1,000,000 in revenue to my hotel each year(This is over 20%of my
entire yearly revenues.). The main reason that they stay at my hotel and not the SEA-TAC Airport area is
because of the quiet atmosphere. They will most certainly leave if they cannot get a quiet night's sleep.
Finally,the revenue that my hotel and other hotels generate also contributes to the taxes collected for the City
of Renton. If my revenues are cut due to the loss of contracts because of the noise at night,our tax
contribution will be reduced proportionately. 1 would also he forced to cut my staff and layoff workers if
revenues decline.
I am a hoard member of the Greater Renton Chamber of Commerce. I am on the RoteUMolel Tax Advisory
Committee. I am also a member of the Renton Lodging Association. As a citizen of Renton and a business
leader I am asking that this variance not be granted. I will be at the meeting on March 2nd
Thank you for your consideration with this matter.
Sincerely,
Bill Weise
General Manager
Holiday Inn Select
Renton,WA
Ce: Mayor Jesse Tanner—City of Renton
Don Persson,City Council-City of Renton
King Parker,City Council—City of Renton
Sharon Eklund—Greater Renton Chamber of Commerce
Members of Renton Lodging Association
Feb+-23-00 16: 33 Holiday Select Renton , 425 271 2315 P. 01
ikelta0.13 /ftlk• •
SELECT" Worldwide Reservations 1.800•HOLIDAY
SEATTLE-RENTON One South Grady Way
Renton,Washington 98055
lel:425-226-7700
Fax:425-27l-2315
SEA-TAC INTERNATIONAL AIRPORT'S QUIETEST HOTEL
*226 Newly remodeled and decorated guest rooms and suites
*All rooms with data ports, voicemail, coffee service, hairdryers, and iron &; board
*Complimentary van service to and from Sea-Tac International Airport-24 hours
*Two room suites with microwave, refrigerator, dishwasher, and dinning area
*Garden Courtyard with seasonal pool and year-round heated whirlpool
*Yankee Grill Restaurant and Lounge with room service
*Concierge floors with private lounge serving continental Breakfast
TO: .5A-Pi AR'...11` - FROM:• - b( LL 4st
__6g.i.v244R-444--imetar
- --
FAX: ett-i/F6r( cilSY\'
-42s-:=-430-73a)- f -�_73� FAX: 4S-Z7 --2-345
NUMBER OF PAGES (INCLUDING COVER SHEET) 2
TODAY'S DATl. 1: ^1(Z)
•
MESSAGE: PL04e A^
. (A4 .au
r j
•
---�._..... / �4 I . . /• • / I # � � �I�..._
DEVELOPMENT SERVICES RECEIVED
CITY OF RENTON
FEB 21 2000 FEB 2 1 2000
RECEIVED z// I O TDMION
!.-`, 8 AN.
rte - .a ,e ,,seJ :
to-u-74-4.4
74444- xr,Aek,;28,e6
64sud- 5.2.E to 7
71 7)
eziti psept geizupavt
OAcP. .a• , w
..40-0127;74 ;a./ �! ‘1-31&7424,‘,. - amu,
pec a- — b ,l1.i,o .c�Ce� . q •� �7/I�r.7� .�
to-s-ad 6/2-Am.
a-� 4 w i
(74-$14---yoc,1,94) Ca- 4:1AetZ7.,)
-3.1 .-?4,e4- Gam' .�.
Feb . 23 . 2000 5: 29PM LARKSPUR LANDING - RENTON , WA No . 6143 N . I
J . ARICSPUR `7
LANDING
_ii RECEIVED
FEB 2 5 2000
CITY OF RENTON
PUBLIC WORKS ADMIN.
Date: February 23,2000
To: Jana Hanson
From: Tim Salley
Subject:Noise Variance .
I am submitting this letter in opposition to the WSDOT application for a variance to
allow nighttime paving work in front of my hotel. Our guests rely on us to provide them
with a good night sleep.With the hours of construction being from 10 am to 7 pm
and the noise decibel at 90, I cannot guarantee a restful night to my guests.
Most of my guests are business travelers that stay with us on an average of two weeks at
a time.When they return to our hotel from a hard day at work,the last thing they want to
deal with is noise from the freeway at the twilight hour.
I plan on attending the public meeting on March 2nd at 7 pm and hope to learn more
about the project.
Sincerely
Tim Salley
ROMP SUITE HOTEL
Phone 425.233.1212
Fax 425.235.3516
1701 E.Valley Road
Ranson,WA 98055
1I3/0Z/UU 1U:40 t'AA zuo tic 1L90 nig aink.novit no..vv yyvvii vv%
•
•
•
David & Diane Jackson
•
Post-it'Fax Note 7671 Date.3_ pa°ges T 2419 Talbot Crest Drive S.
From Renton,Washington 98055
0� � vn-, �'
��2�u!aX� Tel: (206)772-1100 Fax (206)772-1248
/11 5 O./. Co. �/'►`�j^ e-mail:davidj1061 @aol.com
Phone# Phone#' 555 ti34-J3Q4
Fax#a06} 4-� OS Fax# (14759V00- 707W
Fax
To: City of Renton, Public Works Board From: David Jackson
Attn:Jana Hanson, Director
Faac 425/430-7241 Pages: 4(including Cover)
Phone: 425/430-7204 Date: 3/2/2000
Re: WSDOT Noise Variance Request CC: File
REMARKS: El Urgent or Review 9 Reply ASAP 0 Please Comment.
ORIGINAL: ❑Sent in mail 0 Sent via courier 9 Next day delivery 0 Wil(not follow
Ms Hanson:
I am faxing you an advance copy of our Petition to the City of Renton, Public Works
Board,containing our statement of opposition and request for mitigation measures to
the WSDOT Pavement Overlay Project proposed for SR167.
Our Petition includes signatures and addresses of Talbot Crest Drive S. residents
who enthusiastically support the request for mitigation measures outlined in our
Petition.
We request that you accept this Petition,and consider it carefully as part of the.
Board's consideration of the WSDOTs request to the Board for a noise variance. We
will deliver the original copy of the Petition during the Public Meeting scheduled for
this evening at 7PM. •
In addition, please place our names. David and Diane Jackson,on your agenda for
addressing the Board s related to this subject
Thank you,
David Jackson
Talbot Crest D ' . Neighborhood
U4/U1/VV LV.Jo raA cut) roc -- __
PETITION TO THE CITY OF RENTON
BOARD OF PUBLIC WORKS
MARCH 2, 2000
OPPOSITION TO SPECIFIC NOISE-PRODUCING ACTIVITIES
WSDOT SR 167 PAVEMENT OVERLAY CONSTRUCTION
PROJECT
WHEREAS,THE PROPOSED CONSTRUCTION PAVEMENT OVERLAY
PROJECT IS LOCATED IN THE NORTH BOUND LANES OF STATE ROUTE 167 •
(VALLEY FREEWAY);
WHEREAS,THE PROJECT WORK IS TO BE CONDUCTED DURING THE
SUMMER MONTHS OF 2000,WHILE RESIDENTS ARE SLEEPING WITH •
WINDOWS OPEN AS REQUIRED DURING WARM WEATHER, AND DURING
NIGHT HOURS FROM 10PM TO 7AM,AND 10 PM TO 9AM ON WEEKENDS;
WHEREAS,THE WORK WILL BE CONDUCTED ADJACENT TO RESIDENTIAL
NEIGHBORHOODS LOCATED DIRECTLY EAST OF THE WORK AREA;
WHEREAS,THE WORK WILL GENERATE NOISE LEVELS,PARTICULARY
DURING THE PAVEMENT GRINDING PHASE OF THE WORK, IN EXCESS OF
THE AMBIENT NOISE GENERATED BY TRAFFIC ALONG SR 167 AND WILL
CREATE A DISTUBANCE THAT WILL CAUSE HARDSHIP AND DISCOMFORT
FOR THE CITY OF RENTON RESIDENTS ADJACENT TO THE WORK AREA;
WHEREAS,THE STATE OF WASHINGTON DOT HAS NOT PREPARED A
TECHNICAL NOISE REPORT, WHILE ON PREVIOUS PROJECTS (WSDOT
XL0647 2/92, AND OL3478 4/99)NOISE REPORTS WERE SUBMITTED TO THE
CITY OF RENTON FOR SUPPORT IN NOISE VARIANCE REQUESTS;
WHEREAS, THE UNDERSIGNED CITY OF RENTON RESIDENTS,LOCATED
ADJACENT TO SR I67, REQUEST THAT THE BOARD OF PUBLIC WORKS
REQUIRE THE WASHINGTON STATE DOT PREPARE A FORMAL TECHNICAL
NOISE REPPORT, AND THAT MITIGATION MEASURES REFERENCED IN THE
12/2/99 LETTER FROM WSDOT TO JANA HANSON,BOARD OF PUBLIC ,
WORKS DIRECTOR, BE REQUIRED IN CONJUNCTION WITH THE WORK
ALONG SR 167;
WHEREAS,IN ADDITION TO THE MITIGATION MEASURES REQUESTED
ABOVE, WE REQUEST THAT WORK PERFORMED WITH PAVEMENT
GRINDERS,AND VIBRATING ROLLER MACHINES BE CONDUCTED ONLY
DURING HOURS BETWEEN 9AM AND 10PM ON WEEKDAYS; NO WEEKEND
WORK; BETWEEN MILEPOST 25.00 AND THE SR167 AND I-405 EXCHANGE;
93/UL/UU 1U:38 NAA LUO I(l • •J' M
•
THEREFORE,BE IT RESOLVED:
THAT, ON BEHALF OF THE RESIDENTS OF THE CITY OF RENTON LOCATED
ADJACENT TO AND EAST OF SR167, WE THE UNDERSIGNED,PETITION THE
CITY OF RENTON PUBLIC WORKS BOARD TO PROVIDE MITIGATION
MEASURES, AS REQUESTED OR REFERRED TO HEREIN, TO MINIMIZE THE
ADVERSE NOISE IMPACT OF THE WORK PROPOSED BY THE STATE OF I
WASHINGTON DOT,ON OUR HOME ENVIRONMENTS.
/ �I
°Name: J ,... q.,i lj/
Address: a---t -1-,,Asp-1-,,1 (- C✓ 4- Q r, S.
• Name: 0
Address: t3 r , ► PT&
•
Name: Qhd ,` p
Address: T3? �'��� ," '� •
•Name: CH-C( $ RVtlraS
c�
Address: p , • S
• Name: L/hr)
Address: Sol � b 01. S •
Al �'r�P�f-
• Name: 04-`1 A , /14l//AMc
Address: 253Z �,albo I- eft 1),e ,
l �.
•Name: y -/ �k M' 6Jl MKOVic
Address: Z 7 3 Z erAffkb C'xe-S 5-0.
• Name: 16tYh obi rns v h
Address: ail 62 1w1 bit' CQesr l 5
•Name: (!'IeU [
•
Address: 2. 3 r ��
r p0-
1d1iiaJ• Name: �
Address: 25/0 -7d&1 -�
ltgo5 "
• Name: ' I r
Address: 25:' TAINT T Ott . S
• Name: A#. ,
Address: _ • / -�f CYer-f , �'_
:03/02/00 10:38 FAX 206 772 1248 KU JmAtavn AOOVV AA_• Al�_
THEREFORE,BE IT RESOLVED: •
THAT, ON BEHALF OF THE RESIDENTS OF THE CITY OF RENTON LOCATED
ADJACENT TO AND EAST OF SRI67, WE THE UNDERSIGNED,PETITION THE
CITY OF RENTON PUBLIC WORKS BOARD TO PROVIDE MITIGATION
MEASURES, AS REQUESTED OR REFERRED TO HEREIN, TO MINIMIZE THE
ADVERSE NOISE IMPACT OF THE WORK PROPOSED BY THE STATE OF
WAS II. . ON DOT,ON OUR HOME ENVIRONMENTS.
rrl
A Nam, �:; i r
Addr-ss: ' O3 �/ O G.�pIt fl -5 •
▪ Nam:• J • i� �
Address: r., ' .off` 7)_. go ,
. Name:
Address: 2Sz 4,(4- (1).-,65f . S
. Name: ( c._.t 4
Address: ZS 27 Lb e K.t a r • 0]• S •
� k 616
• Name: b-lis�l,Q- .�'f -,
Address: o9c,Lf7 Gil i.-J ' ,
pf. So .
. Name: / . i ,
Address: -j' /GI 'At•e ` &e fi ; SD f
Name:
Address:
Name:
Address:
Name: .
Address: •
Name:
Address: •
Name:
Address:
Name:
Address:
. CITY OF RENTON •
BOARD OF PUBLIC WORKS
NOTICE OF PUBLIC MEETING •
BoardTICE IS HERBY of Public Worksh has f fixed thEN e 2nd
AFFIDAVIT OF PUBLICATION ; day of March, 2000 at 7:00 a.m. in the
Renton City Hall Council Chambers,1055 i
South Grady Way,Renton,Washington,as
Charlotte Ann Kassens first duly sworn on oath states that he/she is the Legal Clerk of the 1 the time and place for a public meeting to
.consider the following::
I The Washington State Department.of
SOUTH COUNTY JOURNAL ' Transportation (WSDOT) is planning to
complete roadway resurfacing on SR 167
600 S. Washington Avenue, Kent, Washington 98032 ` in the vicinity of 1405 to the SR 900'cou
j plet.The.proposed project involves grind-
ing the existing pavement and resurfacing . •
a daily newspaper published seven (7)times a week. Said newspaper is a legal 1 .on SR 167.In the northbound direction the
newspaper of general publication and is now and has been for more than six months resurfacing will start at MP 25.00 to the
south curb of 2nd Street at MP 27.28..In
prior to the date of publication, referred to, printed and published in the English language the southbound lanes,the resurfacing will _
continually as a daily newspaper in Kent, King County, Washington. The South County ' begin at the Grady Way intersection and
28.
Journal has been approved as a legal newspaper order of the Superior Court of the extendWork
hro 2nd Street at MP io27ns
pp gby p Work will require lane restrictions while•
State of Washington for King County. grinding and repaving is being completed.
The notice in the exact form attached,was published in the South County i WSDOT traffic analysis has determined
that by performing lane closures during the
Journal (and not in supplemental form)which was regularly distributed to the subscribers �, day, traffic congestion due to high traffic
during the below stated period. The annexed notice, a volumes and loss of roadway'capacity will
occur.Such large scale backups would not
, be acceptable.WSDOT recommends that
Board of Public Works- Public Meeting ' lane closures be done at night when traffic
volumes are low enough to handle lane
closures as published on: 2/21/00
will also facil tate public thout and worker safety.
iThe estimated construction time for this
The full amount of the fee charged for said foregoing project ise 80 completed
days and is schen-
g g g publication is the sum of$74.75, : uled to be completed between'April of 2000
charged to Acct. No. 8050640. ! through December 2000.The request is for
a 65-day noise variance from Renton
Noise Level regulations,Chapter 7,allow-
Legal Number 7232 i ing work at night,during the estimated con
struction time.
All interested parties are.invited to attend
the meeting and present oral or written
J �1 / ��� k comments in support or opposition to the'
_I proposal. City Hall is fully accessible, and
Legal Clerk, South COUTurnal . interpretive services for the hearing•
impaired will be provided upon prior notice. •
For information, call (425) 430-7382.
Subscribed and sworn before me on this 2 da of ( Correspondence should be addressed to
Y � 2000 Board of Public Works, Jana Hanson,
%0GQEPaarrrr i Renton City Hall, 1055 S.- Grady Way,
0% `:,% El, rPoo Renton,WA 98055. For more information -
`<<`���,�,e.•„ �–... e�0000 i about the project, call Bruce Farrar.at
<<�, ..°. •• Mao•,C o00 // WSDOT,(206)440-4546.
ao .:.\,'< 4' o
Published in the South County Journal
• -: 0 TA ;Of; f February 21,2000.7232
• :yo
"®,0— o Notary Public of the State of Washington ,
•
Pur.ct residing in Renton -
o o i.
• ',, • 0 O.`moo. King County, Washington - 1
Washington State Northwest Region.
V® Department of Transportation 15700 Dayton Avenue North
Sid Morrison PO Box 330310
Seattle,WA 98133-9710
Secretary of Transportation
(206)440-4000
March 6 2000 DEVELOPMENT SERVICES
art OF RENTON
Jana Hanson MAR 08 2000
Board of Public Works Director •
City of Renton RECEIVE*
Renton City Hall - 5th Floor
1055 South Grady Way
Renton, WA 98055
Re: XL 0932
1-405, Bridge 405/23, SR 900 Overlay
Dear Ms. Hanson:
Pursuant to,the city of Renton request, regarding our noise variance application and the
scheduled public meeting of Tuesday March 21, 2000, at 7:00 PM:.It is the Washington
State Department of Transportation's (WSDOT) responsibility at least ten days before
such a meeting to provide written notification of the public meeting to any resident,
property owner, or business that will experience an increase in noise, or potentially have
an increase in noise, such that this variance will increase the quantity of noise received by
the property owner, resident, or business. I hereby state that on March 2, 2000, copies of
the attached notice were mailed to all residences located within 800 feet of the work area.
A copy of the mailing labels, obtained through the King County Department of •
• Assessments, is enclosed.
Sincerely,
.pc,„—LA C
JANELLE C. HITCH, P.E.
Air Quality and Special Studies
Program Manager
Attachments
cc: file
Ingo Goller/Amjad Omar MS 59
® ,a
STATE OF WASHINGTON )
: ss.
County of King )
On this (0 day of 0-O00, before me personally
appeared JANELLE C. HITCH, to me known to be the individual described in and who
executed the foregoing instrument, and acknowledged that she signed the same as her free
and voluntary act and deed, for the uses and purposes therein mentioned.
•
GIVEN under my hand and official seal the day and year last above written.
414 �,�;•• �SSIUIVF• lc,.•.. N.tary (print name) ,i A-04- • i3tt L y-i
pee 41J IOTAV,�;..e..r. an Notary Public in for the State of Washington,
y residing at t f�
,• �U,L%G ;' My Appointment expires /0/Z0/p 2--
*****AUTO *****AUTO *****AUTO
II,InInI,IInn,I,III,znnill II,InInI,IInnI,InI,I,z,II,I II,InInln,illn,Ill,Innl,Il
James&Debra Martindale Liddy L L C Rich Howard Enterprises Inc
9712 237Th P1 SW 919.Houser Way N PO Box 79014
Edmonds, WA 98020-5645 ' Renton, WA 98055-1509 Seattle, WA 98119-7914
*****AUTO *****AUTO • *****AUTO
• II,IuIr,I,llnnl,lr,lln„I,II Ililiiliilillnnlilnllnnlill II,InIul,Ilnnl,lnllnl,ll
Danny&Melody Sullivan Jeffrey Donald Krall &J W Susan George Hanchett
1433 Kennewick Ave NE 1425 Kennewick Ave NE1417 Kennewick Ave NE
Renton, WA 98056-2814 Renton, WA 98056-2814 Renton, WA 98056-2814
•*****AUTO *****AUTO • ***** .
II,InInI,II,u,I,Inllnnl,ll . II,InIul,llnnl,Inll,u,I,II . AUTO
WFDaI II,IuInLIIunI,InIIunI,II
D •
Av&Winnifred Kiels • Tony Brezzzikar •
1736 NE 14Th St • 1424 Kennewick Ave NE . 1416 Kennewick Ave NE '
Renton, WA 98056-2837 • Renton, WA 98056-2813 •Renton, WA 98056-2813
*****AUTO *****AUTO . • *****AUTO
II,I„I„1,IIIIIl1,1„II,,,,I,II II,I„I„I,II,,,,I,I„II,,,,I,II II,I„I„I,II,,,iI,I„II,,,,I,II.
•
Joseph Puhich • Richard Petterson Julia Parsons&Parsons
1402 Kennewick Ave NE 1401 Lincoln Ave NE . 1425 Lincoln Ave NE
Renton, WA 9.8056-2813 Renton, WA 98056-2810 ' • Renton, WA 98056-2810
*****AUTO *****AUTO *****AUTO
II,InI„I,II,u,I,InIIu„I,II II,InI„I,IInnI.,InIInnI,II IIIInI„I,II„n,I,II,,,I,I„II '
• Family Trust Durkin Helen Burch . Meldon Properties Limited Liability Co.
1402 Lincoln Ave NE 957 Aberdeen Ave NE 19511 SE May Valley Rd
Renton, WA 98056-2809 - Renton, WA 98056-2832 • Issaquah, WA.98027-8518
*****AUTO •
** ***AUTO ***.**AUTO.
•
II,InInl,llui,I„IIIn,I,Ii,I II,InI„I,IIz,nI,InIIn„I,II II,IuI„I,II„nI,I„II,n,I,II
1 Gregory Development Co Ronald&Claudette Bergman Lauree Galyean
9311 SE 36Th St#208 • 2208 NE 12Th St 1208 Lincoln PI NE
Mercer Island, WA 98040-3741 Renton, WA 98056-2914 Renton, WA 98056-2854
•
*****AUTO • •
*****AUTO *****AUTO AUTO . •
II,I„IuI,II„ul,Inll„uI,II • . II,I„IuI,II„nl,Iull„uI,II
.Paul Kaimakis Larry&Dana Babb Larry&Dana Jo Babb
2033 144Th Ave SE • 1316 Lincoln PINE 1316 Lincoln PINE
Bellevue, WA 98007-6216 . Renton, WA 98056-2852 Renton, WA 98056-2852
*****
AUTO ***** *****AUTO
AUTO
II,InIuhllu„I,I„lln„I,IIII,InInI,�InnIInll,.n,I,II S ' II,InI„I,II„nI,I„II,,,,I,II
•
Brian Vanbeek&Margaret Haseleton Verner Meek • Harris Watson
1901 NE 14Th St . . 1909 NE 14Th St 1319 Kennewick Ave NE
Renton, WA 98056-2834 . Renton, WA 98056-2834 • Renton, WA 98056-2816
*****AUTO S *****AUTO • . *****AUTO
I,I,InI,I,,InfIln,I„I,I„I,I II,I,uIuI,IIuuI,Ir,IIn„I,II II,Ii,I„I,II„nl,Ii,ll„nI,II
•
• Ireisen Properties Inc John&Aziita Dechaineau James Fox
•
PO Box 80612 1325 Kennewick Ave'NE • 1313 Kennewick Ave NE
Minneapolis,MN 55408-8612 _ • .Renton, WA 98056-2816 Renton, WA 98056-2816 •
*****AUTO *****AUTO *****AUTO
II,IuIuI,IIn,iI$InIIuuI,II • II,InI„I,II,inI,InIInuI,II •• II,I„I„I,II„uu,I
I,I„II, ,II .
Greg Garner&Sara Hildebrand Roberta.Philen • • Joann Ausen
1209 Lincoln PINE .- 1301 Kennewick Ave NE • 1331 Kennewick Ave NE
Renton, WA 98056-2855 • Renton, WA 98056-2816 . Renton, WA 98056-2816
*****AUTO *****
I�'�Iulnl�lln��I�lullunl�Il AUTO *****AUTO
IIiIiiLiIJIimIiIifIIludJI IIILt1IIIIII����I�L�II����IJI
Andy Hai Nguyen&Tram Bui James&Joanne Medzegian
1318 Kennewick Ave NE 11914 SE 78Th St Jan 1701 Nnds4n
Renton, WA 98056-2815 Newcastle, WA 98056-9178 nTh St
� 0
Rentori,nt14WA 98056-2838
*****AUTO *****AUTO
IIiIiIIiiluIIiIulIIII,IIimilll IiiheleII,IIu IuIlIiiIIIpI�I�II *****ASO
B D Thanedar *****AUTO
Robert Edwards Jr. Ha Ngo&Muoi Be Huynh
1707 NE 14Th St 3719 Park Ave N
Renton, WA 98056-2838 Renton, WA 98056-1523 1713 NE 14Th St
Renton, WA 98056-2838
*****AUTO *****
• II�I��I��IiII����I�I��II����I�II ASO *****AUTO
IIiIi�IilIiIImoIlIiiIIl„iIiII IIiIuIliIiII�,I�I�I��IIi�,�I�II
Frank Lathrap Nicholas .&Tracy Corrigan •
Thomas1420 •Jones Ave NE &Sarabeth Keller
98056-2808 1724 NE 14Th St 1408 Jones Ave NE .
•
Renton, WA 98056-2837 Renton, WA 98056-2808
*****AUTO *****AUTO
IIiIninliIluuliInllnul,ll *****AUTO
II�I��Iul�llunl�lnllu��l'II •
IIiInInIIIIunIIIuIIunlull
David Buckner J J Novak
1416 Jones Ave NE 1432 Jones Ave NE Robert Hansen
Renton, WA 98056-2808 Renton, WA 98056-2808 1504 Jones AveNE
Renton, WA 980505
6-2817 •
. *****AUTO
*****AUTO
*****AUTO '
Ililiilnlillnnlilullnnlsll
IIiInIIIIIlluulilnllu"I'II IIiIiiInIIu
I� nIiInIiIn�IIiI
Terry Melton Larry Schluter,
1424 Jones Ave NE 1702 NE 14Th St Phung Trong Pham&Lien Thi Nguye
Renton, WA 98056-2808 Renton, WA 98056-2837 ReA'Ave S
Renn5512 ton,
WWA 98055
*****gUTO •
• *****AUTO
Ililnlulillanililnllunlill *****AUTO
I Don&MargeILInLiIillnnliLilln"I'll IIiInluIIIIuulilullttnlill
Schumsky William Lewis • Phillip Elderkin
2019 Jones Ave NE 1401 Jones Ave NE
Renton, WA•98056-2659 Renton, WA 98056-2847 1425 Jones Ave NE
. Renton, WA 98056-2847
. *****AUTO
*****AUTO
*****AUTO
Max&Michele Williams ILIuInIilluuliLliluLl"I IlilululiIlunldullwilill
Gary&Long Sally Land Carl&Mary Colasurdo
1409 Jones Ave NE 11404 137Th Ave SE
NE
Renton, WA 98056-2847 Renton, WA 98059-4405 ' 1507Jones Ave
Renntton, WA 98056-2818
*****AUTO *****AUTO
IIIIIIIIIIiIIi���I�I��II����I�II *****AUTO
IIiIiiIiiIiII���iIiIiiIhuiIiII IIsIilIideIIuidiIuIIimIlII.
Luong&Tran Tran Vu Pauline Kirkman
1513 Jones Ave NE '• 1002 N 35Th St Justin& Stacie Mak
NE
• Renton, WA 98056-2818 Renton, WA 98056-1954 Rent1 ent29 Jones Ave on;WA 980505
6-2818
*****AUTO *****
• IIiInInI�IInulilnlln,�Iill AUTO *****AUTO
IIiInInlillunlilnllnnl'11 IIiIuliililluulilulluulill
Robert&Allison Holz Gerald&Eunice Paulus •
• 1533 Jones Ave NE • 1617 Jones Ave NE 101 A Amee
E
Renton,WA 98056-2818 . Renton, WA 98056-2667 Renton,MoWAy 80 6-
98056-4036
*****AUTO *****AUTO •
IIIIiilidiliunifillillimlill *****AUTO
II�I��I��I�II��,�I�I��IIimIiII IIiluliddluiollicIImiI,II
Bouaphan Sinlapaxay Kin&Ho Dennis Chow
1527 1527 Jones Ave NE Jean&James Daniels
98056-2818 1521 Jones Ave NE 1707 Jones Ave NE
Renton, WA 98056-2818. Renton, WA 98056-2665
*****AUTO *****AUTO
11:11111111111111141111111111 *****AUTO •
Ililnliulillnulilnlliuilil) llilnlnlullnnililllniiiilll
Elmer Penney Jr. • Daryl&Cathleen Meadows
1625 Jones Ave NE 1633 Jones Ave NE James Martindale •
Renton„WA 98056-2667 9712 237Th PIS W
Renton, WA 98056-2667 . Edmonds, WA 98020-5645
•
*****AUTO *****AUTO
• *****AUTO
11114111111111111111111111111111
1111111
Mosley&Hazel Kirkman Joyce Segur
1002 N 35Th St 1100 N 36Th St Equities (Us)Asc Intenvest
Renton, WA 98056-1954 2402 Millar Ave S7K
Renton, WA 98056-1969 SASKATOON SK
*****AUTO *****AUTO
1111111111111m1111111111111111 11111,11111111111111111111111111
Ruby Lewis Ililulnlillu1ililullinilill Ililululillnulilnllnnlill
Pelita Serrantes • Patricia Phillips
975 Aberdeen Ave NE#H104 975 Aberdeen.Ave NE#H204
Renton, WA 98056-2875 975 Aberdeen Ave NE#H303
Renton, WA 98056 Renton, WA 98056-2893
*****AUTO *****AUTO *****
•
II1I11I11I1II1111).�1II„''lull • 111111111I1II111.I,I,1II11111,II' ASO
March Findley Ililiilnlill�uililnlluulill
Christopher Onvig •Ofelia Javier
975 Aberdeen Ave NE 975 Aberdeen Ave NE
Renton, WA 98056-2800 975 Aberdeen Ave NE#K303
Renton, WA 98056-2800 Renton, WA 98056-2895
•
*****AUTO
• *****AUTO *****AUTO •
IIuIulul,Ilunl1Inllu"l'II 11111111111111111111111111111111
•
Anna Basic . Velibor&Nedeluka Jerettiic
975 Aberdeen Ave NE#K304Cedo&Rada Marusic
975 Aberdeen Ave NE 975 Aberdeen Ave NE
Renton, WA 98056-2895 . - 0 Renton, WA 98056-2800
Renton, WA 98056-2800
• ***** -
Ililiilul ILT�,Iilulil *****AUTO *****AUTO
llilnliilillnnlilullnnl'II IIiInIi1I1llnulilullunl1ll
1 Lai Kwan Anne Chan&Robert Wan James Huff •
Paul Santiago •
2402 Millar Ave S7K
975 Aberdeen Ave NE#L302 975 Aberdeen Ave NE#L303
.SASKATOON SK • Renton, WA 98056-2876
Renton, WA 98056-2876
• ***** ••
Ili****AJJ'O llnul�il *****AUTO . *****AUTO
• llilulnlillu1il1Inllinil'll IluliiluIuIlnnlililuIuIlnil
Karen Norris Teresa Runner
• Ka
97Aberdeen Ave NE#7102 Hernan&Sharon Norambuena
. 975 Aberdeen Ave NE#J103 17829 155Th Ave SE
Renton, WA 98056-2876 Renton, WA 98056-2876 . Renton, WA 98058-9063
*****AUTO *****AUTO •
II1I11I11I1ii���ilillilliiiil1ll *****AUTO .
II1I11I11I1II1„1I1I11II1���I1II II•1I,,I,,I,II,,,,I,I,I,1I1I
Melissa Kroskie • Charlotte Fellers
975 Mohan Mulani&Nand Kumar Moolan
Aberdeen Ave NE#J202
975 Aberdeen Ave NE 0203 2402 Millar Ave S7K
Renton, WA 98056-2894 Renton, WA 98056 •
. SASKATOON SK
*****
AUTO
II1I11I11I1Ii111�1l11ll111111ll 111111111111111111111111111
IIT 11I1II1111I1I11I11m11ll
Paula Elaine Holmes Sin Beng Robin Chin Ban Hock Andrew Gob
975 Aberdeen Ave NE#J302 0 .2402 Millar Ave S7K - 975 Aberdeen Ave NE#G102
Renton, WA 98056-2895 SASKATOON SK Renton, WA 98056-2896
*****A
111111111111111111111111111 *****ASO *****AUTO
II�I�1I11I�II1�,�I1I�1II�„�I1II II1I,1I11I1I1mieIIi11I1II11I1I
Melvyn Kim Leng Tan&Chui Geok S Rashpal&Baljinder Buttar
2402 Millar Ave S7K Eleanor Romero
• 975 Aberdeen Ave NE#Prkg ,25424 34Th P1 S '
SASKATOON SK Renton, WA 98056-2800
Kent, WA 98032-9725
*****AUTO *****AUTO • *****AUTO
' Illlulullllnnlllullnnllll
IIIIIIIIIIIIIIIIIIIIIInIII II1111lnllllnlllllullnnllll
Linda Buchanan Rasanayagam&Thinunakhel Sivasaya • Wayne&Michelle Gallegos
975 Aberdeen Ave NE S 2402 Millar Ave S7K 975 Aberdeen Ave NE#A104
Renton, WA 98056-2800 SASKATOON SK Renton, WA 98056
*****AUTO *****AUTO *****AUTO
IIIInIuIIIInulllullullllll 1I111iIlllllllinlllllnlll
I I I I I I I I 1 I I I I I I n I I I I I I I I I I
Radenko&Kata Marusic •
Anokh Singh&Mindo Kaur Kee Chiang Chan&Lai Peng Hew
975 Aberdeen Ave NE 2402 Millar Ave S7K 2402 Millar Ave S7K
Renton, WA 98056-2800 SASKATOON SK SASKATOON SK
*****AUTO *****AUTO *****AUTO
IIIIIIIIIIIIIIII111111111II11111
IIIIIIIIIIIIIIIIIIIIIIIIIIIII111 IIIIIIIIIIIIIi11IlIIlIIlI11IlIll
Howard Berg Paul Iv Carr Almir& Vesna Delic
975 Aberdeen Ave NE#B201 975 Aberdeen Ave NE#B301 975 Aberdeen Ave NE#B302
•
Renton, WA 98056-2880 Renton, WA 98056-2881 Renton, WA 98056-2881
*****AUTO *****AUTO *****AUTO
IIIIlIl11IIlIIlIII1l11lIlIllllll IIIIIIIIIIIIIIIIIlIl1IIIIlI IIlII1lIIlIIIIIIIlIlI1II1111I111
Steven&Jeanne Keim Kie Siong&Lay Lee Ling Baljinder Buttar
975 Aberdeen Ave NE 2402 Millar Ave S7K 975 Aberdeen Ave NE#C106
Renton, WA 98056-2800 SASKATOON SK Renton, WA 98056-2861
*****AUTO *****AUTO *****AUTO
llllulIIIlllulllllullll,Illll IIIIIIIIIIIIIunIIIIIIIIII IIIIuIulillunlllllnlll
Christopher&Claudia Whitman Chung Ming Chien&Bie Lan'Oey Choon Siang Yang&Ah Moey Ong
• 975 Aberdeen Ave NE 2402 Millar Ave S7K 2402 Millar Ave S7K
Renton, WA 98056-2800 SASKATOON SK 'SASKATOON SK
*****AUTO *****AUTO
*****AUTO
IIIIIIInIIIInuIIIIInIII IIIIrIIIIIIIIuuIIIllulll iiiiiihilaiiiiiiiiiiiiiiii
Tow Ken Jefferson Robert Lim Choon Hock Lionel Ong&Nee Kho Be Joo Wei Cheng&Kui Hwa Goh
2402 Millar Ave S7K
2402 Millar Ave S7K 2402 Millar Ave S7K
. SASKATOON SK SASKATOON SK • SASKATOON SK
*****AUTO *****AUTO • *****AUTO
IIIIuIIIIIlIiiiiii IIII1nuIIII IIIIInIInIIIIIIIIInuIIIIInII IIIIIIIIIIIIIIIIIIIIIIIIInIIIII
Susan Andrews Kenny&Eunice Furontoto Nadejda Petrova
975 Aberdeen.Ave NE#D106 99-708 Holoai St 975 Aberdeen Ave NE
Renton, WA 98056-2861 • Aiea,HI 96701 Renton, WA. 98056-2800
*****AUTO *****AUTO *****AUTO
Illlulullllnnllllilllll IIIInIllllllnlllllllnld Illlulullllnulllnlluullll
May Wong Chor Kok Phua&Guek Hee Heng James Davidson
2402 Millar Ave S7K
2402 Millar Ave S7K 975 Aberdeen Ave NE#E205
SASKATOON SK SASKATOON SK Renton, WA' 98056-2862
•
•
*****AUTO *****AUTO *****AUTO
IIIIIIIuIIIIunIIIuIIu11IIIl llllnlllllllulllllllulll II1lululllluu11I1I11I11
Senad&Sanela Brndic Albert Fai Won&Kathy Lai Li Alan Able Choi Yu&Tsim Chin Kwo
975 Aberdeen Ave NE#E301 2402 Millar Ave S7K 2402 Millar Ave S7K
Renton, WA 98056-2887 • SASKATOON SK SASKATOON SK
*****AUTO *****AUTO *****AUTO
111lululllll,nllluIlu1111II liii'ilullilIul11111Illlil 11111IlnlllluullllluIii
Madelin Yuek Lin Leng-Reynolds Chandra Mohan Rethnam&Angela M Cho Hin Joe Ng
975 Aberdeen Ave NE#E305 2402 Millar Ave S7K 2402 Millar Ave S7K
Renton, WA 98056-2887 SASKATOON SK SASKATOON SK
*****AUTO *****AUTO *****
Muir 1111111 AUTO •
Sek Hung Timothy Cheng&Sin Ying Hon Yee Wong&Doris Kim Poon AUTO
HunglPhungII iI II •
2402 Millar Ave S7K - 2402 Millar.Ave S7K 975 Aberdeen Ave NE#E406
SASKATOON SK SASKATOON SK . Renton, WA 98056-2888
*****AUTO *****AUTO *****AUTO
IIiInInlillunlililnlil 11111111111111111111111111111111 111111111181111111,1111111111111 •
Seong Chee Tham&Chon Leonard So Jason Taylor John Miller
2402 Millar Ave S7K 975 Aberdeen Ave NE#E405 975 Aberdeen Ave NE
SASKATOON SK Renton, WA 98056-2888 • Renton, WA 98056-2800
•
*****AUTO *****AUTO *****AUTO
II1I11I11I1II1iii.1.�I1�I�I 11111111111111111111111111111111 11111111111111111111111111111111
Doris Ngan Ha Yu. Troy&Carey Mcdowell
51 E Mt Kellett Rd The Peak 975 Eric Fernstrom
• 975 Aberdeen AveNE#F204 975 Aberdeen Ave NE
HONGKONG Renton, WA 98056-2874 Renton, WA 98056-2800
•
*****AUTO
*****AUTO *****AUTO
�I�I��I�I
II1IIII1II1II1„1I1III1II1I II1I11I11I1I1m111I11II1111I1II
Alan Abel Ying Choi Yu&Tsim Chin Kon Wing Chow&Po Chu Leung Terry&Laurel Conrad
2402 Millar Ave S7K 2402 Millar Ave S7K 975 Aberdeen Ave NE#F307
SASKATOON SK SASKATOON SK Renton, WA 98056-2890
*****AUTO *****AUTO *****
•
111111111111111111111111111 • Ililul1ilillunl1Iilulil AUTO
Heung Fong Leung II�L�L�I�IL�uI�I�L�LI .
Sai Yo Ng&Wing.Yuk Lau Fiona Man Shuen Wong&Doris Ngan
2402 Millar Ave S7K 2402 Millar Ave S7K 2402 Millar Ave S7K
SASKATOON SK SASKATOON SK SASKATOON SK
•
*****AUTO *****AUTO *****AUTO
IIi,nInlilluuIIIullunlill II1InIiiluillnllnlulnll11I
Andrew Keim ILLiLiIilluuLLillunLll
Jack Germea° Annelle Perry
• 975 Aberdeen Ave NE#F406 224 Rose St
• 949 Aberdeen Ave NE#A101
Renton, WA 98056-2891
Port Townsend, WA 98368 • Renton, WA 98056-2897
•
*****AUTO *****AUTO *****
. 11111111111111111111111111111111 IIIIuIulillniilIInllinilill AUTO
John Clayton AUTO
< < Katy O�Grady Muhammad Faisal&Farheen Ghani
949 Aberdeen Ave NE#A-102 949 Aberdeen Ave NE#A201 949 Aberdeen Ave NE
Renton, WA 98056-2897 Renton, WA 98056-2897 Renton, WA 98056-2897
*****AUTO *****AUTO *****AUTO
IIilnlnlilliiiililnllinilill IIIInIulillunlilnlluulill Ililnliililliinlilnllnnlill
•
Kris Filion Eric&Rose Yamada Jennifer Johnson
949 Aberdeen Ave NE#A301 949 Aberdeen Ave NE#B103
949 Aberdeen Ave NE#104
Renton,WA 98056-2897
Renton, WA 98056-2897 Renton, WA 98056-2878
*****AUTO *****AUTO *****AUTO
AUTO
Ililululillnnlilulluiilill 11111111111111111111111111111111
Tracy Mccormack Terra Schmidt Dennis S C&Joycelyn Hiu
949 Aberdeen Ave NE#B-105 949 Aberdeen Ave NE 0-106 . 98-1787 Kupukupu St
Renton, WA 98056-2897 Renton, WA 98056-2897 Aiea,HI 96701-1609 .
*****AUTO *****AUTO *****AUTO
IIIInIulilluulilnlluiilill IIIInInlillnulilullnnIIII IIIIululilluulilnlluulill
Kirk Baisch George Quigtar •Melody Grieves
949 Aberdeen Ave NE#8204 949 Aberdeen Ave NE#B-205 949 Aberdeen Ave NE#206
•
Renton. WA 98056-2897 Renton. WA 98056-2897 Renton, WA 98056-2878
•*****AUTO *****AUTO *****AUTO
IIIInlnlilluulIIulliuilill II,InInIIIInuIInIIIInInIII IIIIIIInIuIInulilullunIill
Eileen Cornelius Kunio&Kazuyo Inoue Janet Rothnie
949 Aberdeen Ave NE#B303 4446 Somerset Blvd SE 949 Aberdeen Ave NE#B305
Renton, WA 98056-2897 Bellevue, WA 98006-2218 Renton, WA 98056-2897
*****AUTO *****AUTO *****AUTO
Ililululilluulilnlluulill IIIInInIIIluniIII,IIuuIIII IIIIIIIIIlilliiulillilliinlIIl
Michael Lee Bradley Patricia Reynolds Cheryl Fay Waid
949 Aberdeen Ave NE#B306 949 Aberdeen Ave NE#C-107 949 Aberdeen Ave NE#C108
Renton, WA 98056-2897 . Renton, WA 98056-2897 Renton, WA 98056-2897
*****AUTO *****AUTO *****AUTO
IIIInIuIIIInuIIIuIInuIuII IlilnliilillinililnllimliIl IIIInIIIIlIIuuIilnIIuuIIII
Bucky Coon . Robert&Juanita Mcintosh • Fumio Sakiyama
949 Aberdeen Ave NE#C109 949 Aberdeen Ave NE#C110 949 Aberdeen Ave NE#C-207
Renton, WA 98056-2897 Renton, WA 98056-2897 Renton, WA 98056-2897
*****AUTO *****AUTO *****AUTO
IlilululIIlnulilnllnulill •
IIuIuInIuIInnIIIu,IIuuIII, II�1nlul�Iluul1Iullu��I�II
Jeffrey Clousing Patricia Irene Dolan Natalie Hester
949 Aberdeen Ave NE#C-210 949 Aberdeen Ave NE#307 949 Aberdeen Ave NE#308
Renton, WA 98056-2897 Renton, WA 98056-2879 Renton, WA .98056-2879
*****AUTO *****AUTO . *****AUTO
IIl,uIuiillindl,nIIunIIII IIIIuIuIIIInulIlulluulIIl IIIInIuIIIIuuIdulluuldl
Iku Skeels Norman Mode Phyllis Turner
949 Aberdeen Ave NE#C309 949 Aberdeen Ave NE#310 949 Aberdeen Ave NE#D111'
Renton, WA 98056-2897 Renton, WA 98056-2879 Renton, WA 98056-2897 •
*****AUTO *****AUTO *****AUTO
IIIlnIuIuIIIInIIIIuIIIuIuI IIIInIuIIIIuuluIuIIuuIIII IIhIuIuIIIIuuIIIuIIIunhIII
i Christopher Housing Tom Hughes Cheryl Ann Jayne
2025 1St Ave#420 949 Aberdeen Ave NE#D114 949 Aberdeen Ave NE#D211 •
Seattle, WA 98121-2176 Renton, WA 98056-2897 Renton, WA 98056-2897
*****AUTO *****AUTO *****AUTO
IIIInInIIIIunlIlullnnlIIl IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIlIuIulIIInnlIIIilluulill
Joel Shields Stephen Robert&Young Tockey Kurt Siebers
949 Aberdeen Ave NE#D212 2995 Silver Oak Trl 949 Aberdeen Ave NE#214
Renton, WA 98056-2897 Marion,IA 52302-9225 Renton, WA 98056-2879
•
*****AUTO *****AUTOAUTO
IIIInInInnIIIInIIIIIupIIII II1Iu111111 IIu1llulnl1I1I IIIIuIIIIIIuuIIIIIIInIIInI
Robert&Jeanne Duzenbery Cathy Heylmun Eleanor Brown
10203 47Th Ave SW#D18 315 W Duranta St 7100 132Nd P1 SE#102
Seattle, WA 98146-1012 Roseville, CA 95678-2160 •Newcastle, WA 98059-3149
*****AUTO *****AUTO *****AUTO
IIIIuIulIlluuiIIulluIIIIII IIIInInlilluulilulluiilill IIIIuIIIIIIlrIulIIulluulill
Harold Denney&Erin Michelle Pugmi Penny Palmer&Ronnie Beach Kathryn Corrigan
949 Aberdeen Ave NE#D314 949 Aberdeen Ave NE#E115 949 Aberdeen Ave NE#E-116
Renton, WA 98056-2897 Renton, WA 98056-2897 Renton, WA 98056-2897
*****AUTO ***** AUTO
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII III*****AO
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
.Albert&Sandra Jarvela Lawrence&Carol Lonczak Rosario Helen_Del
949 Aberdeen Ave NE#E-117 949 Aberdeen Ave NE#118E 949 Aberdeen Ave NE#E215
Renton, WA 98056-2897 Renton, WA 98056-2878 Renton, WA 98056-2897
*****AUTO *****AUTO *****
J 'IIIInlnlilluu,IIInII,,i,IIII IIiInliilillniilillillunldl AUTO
II�InlulnIIIllliuiInlinld
Terrie Carter James Mulvihill Takashi Koshikawa
949 Aberdeen Ave NE#E216 949 Aberdeen Ave NE#E217 . 65 Marion St
Renton, WA 98056-2897 Renton, WA 98056-2897 •
Seattle, WA 98104-1401
•
*****AUTO *****AUTO *****AUTO
IIIInInI!IInnlilnllnnIIII IIIInInIIIInnIIInIIn„IIII •
Susan Lauth II�IiiInlillnnliliillunlill
Jack Peterson Ronald Yasui •
949 Aberdeen Ave NE#E-315 949 Aberdeen Ave NE#E-316 ' 949 Aberdeen Ave NE#E-317
•
Renton, WA 98056-2897 , Renton, WA 98056-2897
Renton, WA 98056-2897
*****AUTO ' . *****AUTO ** **AUTO
. IIIIIIIIIIIII,I11IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . IiiiiiiiiiiIIiiiiiIIIIIIIIIIIIII
Gay Kiesling Darsie.Brown Sunset Garden Ltd
949 Aberdeen Ave NE#E318 949 Aberdeen Ave NE 18868 SE 42Nd St
Renton, WA 98056-2897 Renton, WA 98056-2897 Issaquah, WA 98027-9366
*****AUTO *****AUTO *****AUTO
IIIInInIillnnlilnllunlill IIIIIIIIIIIIInnlIlullnnl'II IlilulnlIlluuliInIInnIuII
Lan Thi Lehuong Francia Finch Cory Allen Mccown
949 Aberdeen Ave NE#F219 949 Aberdeen Ave NE#F-220
949 Aberdeen Ave NE#F-320
Renton, WA 98056-2897
Renton, WA 98056-2897 • Renton, WA 98056-2897
*****AUTO *****AUTO *****AUTO
IIIIuInIillnnlnIulIIIInII Ildidi I�IInnIIInIIInIIIII
II�IuInIoIIiiiiIIIullunlIll
Wendy Aldrich
H Robert&Jill Howie Iii Yinhai Yu&Shifen Gu
•
16121 188Th Ct SE 1174 Monterey Ave NE 1168 Monterey Ave NE
Kent, WA 98042 Renton, WA 98056-2872 Renton, WA 98056-2872
*****AUTO *****AUTO *****
IIuInInliIluiiIIInIIuuIiII IIilnInliniIlIInnIIIuIuIuul AUTO
Randy&Heidi Brown Alex White&Co Inc LLisa isa Owen AUTO
Owen
1162 Monterey Ave NE 7517 Greenwood Ave N 1150 Monterey Ave NE
• Renton, WA 98056-2872 Seattle. WA 98103-4627 • • Renton, WA 98056-2872
*****AUTO *****AUTO *****AUTO
IIilululnulIIIuuI111111111 IIIIululnnllilulIInlilnll
Dana Bisiack II�InIuIillnnlilnllnulill .
Chester Set Lim Chinn&Yue Ching A Dang Mk Nguyen&Lisa Milkovich
7517 Greenwood Ave N. 1927 S Waite St
Seattle, WA 98103-4627 98144-5159 1161 Monterey Ave NE
Seattle, WA Renton, WA 98056-2872
*****
III *** II
*****AUTO
*****ASO *****AUTO
IIIIIiiiililliiiiIIIIIIIIiiiIIII IIIIIuII,IIIIiiiu,uIuiIIIIuuIIII
Wai Jan Hui Ze Mi&Li Jun Shen
1167 MontereyAve NE Jennifer To
. 1173 Monterey Ave NE 1179 Monterey Ave NE
Renton,WA 98056-2872 Renton, WA 98056-2872 • Renton, WA 98056-2872
ikbvtv‘-
S EL ECT- Worldwide Reservations 1-800-HOLIDAY
SEATTLE-RENTON One South Grady Way
Renton,Washington 98055
Tel:425-226-7700
Fax:425-271-2315
Toll Free:1-800-521-1412
gmrentonhi@sunstonehotels.com
Bill Weise,CHA www.holiday-inn.com/rentonwa
General Manager
,1
at Z,a`nr
tto�e
ald C."Mattson, oAtments Available ' RECE VEO
\ •
�pll �'Weekend
ee 1
Evening MAR Z ` 2000
ao� ' CIN OF RENT()
255-5657 ett p+ve.S Suite 9ao55 PUBLIC WORKS ADMIN.
VAX 235-1869 5657 32IBe ton,Washington
&trip
n _
FA 6 888-655-5657
9-1705 ttnet
Toll Flee
Cell:
�nattson° °tldnet.a
i
. ' 5 6--0-4-A-4, ,
. , / g/ i ,..7„
/ At : ),,,,L .
vayuAAA. ,
,i , fn'v-i-&q •
i -- -
17
t/l/W I ) .
l
d Michelle Flanagan-Board of Public Wi Appear � mm WPage 111
From: Marilyn Petersen
To: Jana Hanson
Date: 3/17/00 11:26AM
Subject: Board of Public Works Appeal
Jana, two appeals were received before the appeal period ended yesterday. According to the City Code,
now need to forward the appeals to the Council along with the information reviewed by the Board in
making its decision. Is there a staff report or a yellow file? If we could receive that info in a timely manner,
this appeal could be placed on the agenda of March 27 and referred to Planning and Development
Committee. Also, I had an e-mail from Jan Hickling, 1919 Talbot Road S., Renton 98055, who wants to be
added as a party of record. I'll make sure she gets our mailing when it goes out, but you will probably
want to update your records as well. When we send our letter to parties of record, we will request that you
supply us with labels, or at least a list or parties.
Thanks, Jana (isn't this fun?)
c) -Y o CityofRenton
+ :: ® PLANNING/BUILDING/
�_ PUBLIC WORKS DEPARTMENT
\ > 'S Administration - Fifth Floor
1055 South Grady Way Date: 03/13/00
Renton, WA 98055
TO: Bruce Farrar FROM: Mickie Flanagan
Janelle Hitch
W.S.D.O.T. City ofo Renton
MS NB 82-138 P/B/PW Admin.
Phone: (206) 440-4805 Phone: (425) 430-7394
Fax Phone: ( ) \,11. Fax Phone: (425) 430-7241
ISUBJECT: 3/2/00 Draft Minutes I Number of pages including cover sheet 8
REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your
be mailed ASAP Comment review
These minutes should be approved Wednesday a.m. I will fax as well as mail them to you at that time.
Any questions, give me a call .
i-/3 de=ems
NOISE VARIANCE CHECKLIST
• .9e:ro MS•'-s'1..Rt.•;W,..;=::'..w....ice•-r -a.F• .E,n e;y.,' •_
ATE NEEDED,:
D::
E
`�s.S•T "d}i
_.�,. .
, [• .•. ,"'dap• :.a. .,.'f`.�-,7. ^�..',' S .tee:r�.�,a,o.,�' :'.�S'<.y's• .tea;^sGk'. .aY
Council Chambers availability for Public Hearing (<45 days from Application)2-3 dates &ad} a, AQOD ✓
BPW Agenda for concurrence of Board on best date for hearing (have alternate) a_g
Call applicant and confirm date _� V
Send letters to applicant accepting and notifying of date ,
Prepare Public Notice and give to City Clerk's office for publication to be 10 days prior to public meeting. F
Send notice to Board of meeting date a_sx
Send packet to Mayor and Council a-/7
When receive copy of notice from applicant,have Development. Services post(3 notices) 10 days prior to _// ✓
date of mtg.
Public Hearing Date (Confirm room,board members, staff, etc.) A-(7 ✓
Obtain key from City Clerk office day of meeting -a_0 0
Notify City Clerk's 24 hours before meeting if visual/audio equipment needed for set-up 3-/
E-mail members a reminder and confirm their attendance -a 3 ✓
Contact Facilities to have front door opened and closed a-
I
Notify applicant by letter of Board's decision
h:bpw/var/noslisdjw
8/1999
CORRECTED AGENGA 2-18-00
BOARD OF PUBLIC WORKS
7:00 p.m. Renton Municipal Building
Thursday,March 2,2000 7th Floor Council Chambers
AGENDA
1. CALL TO ORDER:
2. REQUESTED ACTION:
• PUBLIC MEETING - VARIANCE FROM NOISE ORDIANCE,
W.S.D.O.T. -Roadway resurfacing on SR-167 in the vicinity of I-405
to the SR- 900 couplet, applicant requests a variance from the City of
Renton Noise Regulations in order to complete roadway resurfacing from
April 2000 through December 2000.
4. ADJOURNMENT:
APPLICATION FOR
CITY OF RENTON BOARD OF PUBLIC WORKS
1055 South Grady Way, Renton, WA 98055
(425)430-7204
OWNER VVPSH/AI6TON JT/,7'TC 'DE/12)27WCNT or_ (/ANSaer/1T/ou' o7Glo - WO. 9SY/
Telephone
ADDRESS OF PROPERTY: c)Tf1reZ.7( /67. • 7•yaS✓e. i Sego(ower
Zip Code
LEGAL DESCRIPTION OF PROPERTY include King County Assessors#: S jZ /67
(attach separate sheet of paper if necessary)
NAME OF PROJECT: SIV/6,7 I-'�OS Vic. Jt 9d0 ('a uPLe r APG OVegunt
APPLICANT: W5Ln i (BRuce �A,eRA2) 26 "No-y5y(
• Telephone
BUSINESS ADDRESS:: 1570 j)AVJo,,//AVE M5•/38 98/33-97X
• Zip Code Telephone
Attach a separate letter stating in detail:
1. The request
2. Applicable City Code
3. Items and quantities involved
•
4. Justification for request
5. Time allotment required for request.
Attach a 1"= 100' drawing of your site and mail the completed application and map to:
CITY OF RENTON
Board of Public Works
Paul Lumbert,Coordinator
1055 South Grady Way
Renton,WA 98055
You will be contacted if application is incomplete or if additional information is required.
COMPLETED applications received by 5:00 Mon. - 7 will be placed on the agenda approximately 2 weeks •
from that date.
Applicant's Signature A---/
[Office Use Only] DATE OF FILING: /.,,Z,/(p/99
DATE OF HEARING: 3/A 4.o
DEFERRAL ( ) New ( ) Extension VARIANCE (vYNew ( ) Extension
Offsite ( ) .UNDERGROUNDING ( ) ,DRIVEWAY
Onsite ( ) SLOPE GRADES (•/1"NOISE
EXCESS R/W ( )
1-1:\FILE.SYS\FRM\8IBPW\0020.DOC1 FORM 81/0020 10/97
•
Washington State Northwest Region
1 Department of Transportation
Sid Morrison
Secretary of Transportation
DEVE1-OPMENT SERVICES
CITY OF REt ON
December 2, 1999 1999
SEC 0 6
Jana Hanson C��I� I� �'D
Board of Public Works Director F V
City of Renton
Renton City Hall- 5'h Floor
1055 South Grady Way
Renton, WA 98055
Temporary Noise Variance Request
SR 167
1-405 Vic. to SR 900 Couplet ACP Overlay
MP 25.00 -MP 27.28
OL 3704
Dear Ms. Hanson:
The Washington State Department of Transportation(WSDOT) is planning to complete
roadway resurfacing on SR167 in the vicinity of I 405 to the SR 900 couplet. The
proposed project involves grinding the existing pavement and resurfacing. This project is
being conducted to resurface this section of pavement.
This project will be located in the city of Renton. The resurfacing work will be located on
SR 167. In the northbound direction the resurfacing will start at MP 25.00 to the south
curb of 2nd Street at MP 27.28. In the southbound lanes,the resurfacing will begin at the
Grady Way intersection and extend north to 2°d Street at MP 27.28.
Attached is a vicinity map showing the project location, plan sheets showing the paving
plan, and the Application for City of Renton Board of Public Works form. Expected
project generated peak noise levels are also included.
Repaving work will require lane restrictions while grinding and repaving is being
completed.,,WSDOT traffic analysis has determined that by performing lane closures
during the day, traffic congestion due to high traffic volumes and loss of roadway capacity
will occur. Such large scale backups would not be acceptable. WSDOT recommends that
lane closures be done at night when traffic volumes are low enough to handle lane closures
without causing congestion. Additionally, this will facilitate public and worker safety.
Ms. Jana Hanson
December 2, 1999
Page 2
The estimated construction time for'this project is 80 working days and is scheduled to be
completed between April of 2000 through December 2000. This project is scheduled to
go to advertisement on March 6, 2000. Information regarding traffic control and
equipment data for this project is attached.
Project operations will include grinding,jackhammering, asphalt compaction, sawcutting
and overlaying pavement along SR 167. Additional activities will include striping and
other miscellaneous work associated with pavement repair. The work will take place in
both the northbound and southbound directions of SR 167. Night work will be
performed at different time intervals for each direction of traffic. Equipment to be used
may include,but is not limited to, pavement saws, paver, pavement grinders,
jackhammers, compaction rollers, generators, trucks, lighting equipment, and striping
equipment.
The WSDOT requests that the Renton Board of Public Works consider and grant a 65 day
noise variance from Renton Noise Level Regulations, Chapter 7, as per Section 8-7-2
allowing work at night. We request a window in which to use the issued variance nights
beginning April of 2000 and to continue through December 2000.
We propose the following measures to minimize impacts:
A. A WSDOT person well versed in noise mitigation measures will conduct a training
session with project inspector and contractor personnel. This session will include the
requirements of the variance, construction equipment involved, ways to keep the noise
to a minimum, and consequences of failure to comply with the variance. WSDOT will
submit a confirmation document to the City noting all WSDOT and other inspectors
who attend this training. In addition to providing the training, WSDOT shall grant the
necessary authorization to have an acoustics expert/inspector on site at all times to
ensure immediate enforcement actions of all mitigation measures.
B. All required backup alarms to be used at night will be the least obtrusive OSHA
approved ambient sensitive type.
C. All truckbeds used in the removal of debris will be lined with rubber to reduce noise
impacts.
D. With regard to material removed or placed during grinding operations, any material
spilled on the roadway surface shall be removed by sweeping. No scraping type
equipment shall be used.
E. Stationary equipment such as light plants, generators, or any other shall be shielded
from residential areas. The required equipment shields will be fabricated, by the
contractor(s), per specifications(included in the project plans).
OL3704.doc
Ms. Jana Hanson
December 2, 1999
Page 3
F. Weekly reports shall be submitted by applicant providing information on
complaints/problems/resolutions and indicating the number of accumulated nights used
through the duration of the project.
G. A 24 hour notification phone number shall be posted for residents to call in complaints
or voice concerns.
H. After two (2) substantiated continuing complaints are received and reviewed, the State
may be required to accomplish testing in the bedrooms of affected residents. If tests
are above 52 dBA during construction, then the State will be required to take further
mitigation measures such as, but not limited to, insulating the windows or providing
motel accommodations.
Please schedule a hearing for this request. My office will initiate the notification
requirements per City of Renton instructions. If you have any questions please call me at
(206)440-4546 or Janelle Hitch at(206)440-4541
Sincerely,
•
BRUCE P. FARRAR
Air Quality and Special Studies
Program Manager
•
BPF:JCH
Attachments
cc: G.L. McKee MS 138
Joe Scanlon MS 51
Don Wills MS 111
Day file
file
•
OL3704.doc
Ms. Jana Hanson
December 2, 1999
Page 4
PROJECT GENERATED PEAK NOISE LEVELS
Noise levels diminish with distance. A 6 dBA noise level drop will occur with the
doubling of distance from a point noise source. For example, a noise level of 70 dBA
measured at 50 feet would be 64 dBA at 100 feet, 58 dBA at 200 feet and 52 dBA at 400
feet. Sound also decreases if an object interferes with the receiver's line of sight to the
noise source. This attenuation depends on the relative elevation of the source and the
receiver and the height and location of the intervening object.
The following overview describes construction generated noise levels expected to occur to
specific neighborhoods adjoining the SR 167 ACP Overlay project.
• The following projected noise levels will result from nighttime activities involving
grinding, sawcutting, overlay placement, striping, and other miscellaneous work
associated with pavement repair on SR 167. Noise levels resulting from the subject
project's repair activities will generate peak noise levels of 85 to 90 dBA as perceived at'
-50 feet. Prbject generated noise levels are expected to be as follows:
SR 167 South of SR 405 Interchange
The area to the south of the SR405/SR 167 along SR 167 is industrial, commercial or
undeveloped to the west. To the east there is a residential community above SR 167.
These residents benefit from their line of sight interruption to SR 167. This"top of cut
effect" results in an approximate 10 dBA noise level reduction. The closest residence is
not closer than 500 feet from the roadway, distance attenuation will result in at least 20
dBA reduction. Additionally,there is a densely wooded area separating the residence
from the roadway. This line of sight interruption provides an additional attenuation value .
of 8 dBA. Portable noise shields will be employed around work activities providing further
attenuation benefits of 8 to 10 dBA. Project activities are expected to generate peak
exterior noise levels of less than 50 dBA in this area.
SR 405/SR 167 Interchange
The Lake Avenue South/South 14th Street neighborhood lies southeast of the SR 405/SR
167 interchange. Distance attenuation(500 to 800 feet from the work site to residences)
will result in a 20 to 24 dBA reduction. Line of sight interruptions occur for some
residences in this area. An additional attenuation value of 8 dBA can be assigned for this
sight interruption. Portable noise shields will be employed around work activities
providing further attenuation benefits of 8 to 10 dBA. The project activities are expected
to generate peak exterior noise levels of less than 50 dBA and up to 69 dBA(to front line
receivers). Other homes in this neighborhood are more distant from work activities, work
generated noise will not be perceptible to these 3"1 and 4th row residences.
The 12th and 13th Street neighborhood lies adjacent to and northwest of the SR 405/SR
167 interchange. There are five remaining residential dwellings in this neighborhood that
OL3704.doc
Ms. Jana Hanson
December 2, 1999
Page 5
would be affected by this project. Distance attenuation (500 to 800 feet from the work
site to residences) will result in a 20 to 24 dBA reduction. Portable noise shields will be
employed around work activities providing further attenuation benefits of 8 to 10 dBA.
Overlay activities are expected to generate peak exterior noise levels of less than 50 dBA
to 69 dBA.
A Holiday Inn hotel lies adjacent to the northeast of the SR 405/SR 167 interchange. The
rooms along the south and west wall would be most affected by this project. Distance
attenuation (100 to 400 feet from the work site to hotel) will result in a 6 to 18 dBA,
reduction. Portable noise shields will be employed around work activities providing further
attenuation benefits of 8 to 10 dBA. Overlay activities are expected to generate peak
exterior noise levels of less than 64 dBA to 76 dBA.
•SR 167 North of SR 405 Interchange
The Shattuck Avenue South/South 7th Street neighborhood lies east of SR 167. Distance
attenuation(400 to 800 feet from the work site to residences)will result in a 18 to 24
dBA reduction. Line of sight interruptions occur for some residences in this area. An
additional attenuation value of 8 dBA can be assigned for this sight interruption. Portable
noise shields will be employed around work activities providing,further attenuation
benefits of 8 to 10 dBA. The project activities are expected to generate peak exterior
. noise levels of less than 50 dBA and up to 70 dBA(to some first row residences of
Shattuck Avenue and S. 4n' Street). Other homes in this neighborhood are more distant
from work activities, work generated noise will not be perceptible to these 3'd and 4th row
residences.
The SW Sunset Boulevard/Langston Road neighborhood lies west of SR 167. Distance
attenuation(approximately 800 feet from the work site to residences)will result in a 24
dBA reduction. Line of sight interruptions occur for some residences in this area. An
additional attenuation value of 8 dBA can be assigned for this sight interruption. Portable
noise shields will be employed around work activities providing further attenuation
•
benefits of 8 to 10 dBA. Project activities are expected to generate peak exterior noise
levels of less than 50 dBA and up to 66 dBA(first row residences at Langston and
Sunset).
The Hardie Avenue SW/SW 2nd Street/SW Victoria Street neighborhood lies west of SR
167. Distance attenuation(400 to 800 feet from the work site to residences)will result in
a 18 to 24 dBA reduction. Line of sight interruptions occur for some residences in this
area. An additional attenuation value of 8 dBA can be assigned for this sight interruption.
Portable noise shields will be employed around work activities providing further
attenuation benefits of 8 to 10 dBA. Project activities are expected to generate peak
exterior noise levels of less than 50 dBA and up to 72 dBA(to front line receivers).
The West Wind Motel lies adjacent to the east of SR 167. The rooms along the south and
west wall would be most affected by this project. Distance attenuation(approximately
OL3704.doc
Ms. Jana Hanson
December 2, 1999
Page 6
400 feet from the work site to motel) will result in an 18 dBA reduction. The line of sight
interruptions at this location will provide and additional 5 to 10 dBA reduction. Portable
noise shields will be employed around work activities providing further attenuation
benefits of 8 to 10 dBA. Overlay activities are expected to generate peak exterior noise
levels of less than 55 dBA to 70 dBA.
OL3704.doc
5/lichere Flanagan - Fwd: Re: BPW Finc >and Coricfusioris µ `" Pageµ1
From: Jana Hanson
To: Flanagan, Michelle
Date: 3/6/00 9:31AM
Subject: Fwd: Re: BPW Findings and Conclusions
M, please add the attached to the decision. If you have questions regarding the condition, ask Dave C. it
should have come out clearly in the minutes. Thanks
•
RECEIVED
MAR Q 6 2000
CITY OF RENTON
PUBLIC WORKS ADMIN.
1. The Board of Public Works has found that the granting of the noise variance to the W.D.O.T. is
necessary in order to allow roadway resurfacing of SR 167 in the vicinity of south of I-405(M.P.
25.00)to the SR 900 couplet.
2. The Board finds that the applicant's proposed mitigation measures along with the conditions imposed
by the Board as part of the decision,are reasonable and will provide some relief to property owners
that will be temporarily impacted by the noise generated as a result of the construction activity.
3. The majority of the Board agrees that the impacts that will result if the variance is denied out weigh the
temporary inconvenience that will impact the residences and Holiday Inn and that impacts will be
unavoidable in order to complete resurfacing work that will provide regional benefits once completed.
RECEIVED
MAR 0 6 2000
CITY OF RENTON
PUBLIC WORKS ADMIN.
PLEASE PRINT
3/2/00 •
W.S.D.O.T. - Roadway Resurfacing
on SR-167, I-405 = SR,.900 Couplet. VISITOR LIST
ADDRESS NAME NAME OF PROJECT
iferVAi
9e
5-6-
P-121`-'1A, . /e, /U 1G�2c i )1(1- kc\J 4 � RQ5
9"e'5-6-
"°ss (LL /lie i V j - ib-i=1405 itlol
2- • �(e 5 zS� :�/2 S __l 0 k‘t_ ✓�l r ,�,Q 5�� �f ((0 7
97/3i W51�/ /"—�
�5 700 APSY7v/V,1.tf s; .6,47,74-- I% r'rotr- . . 5 g /G-7 AL !/
/1171 frf/,e/ , ✓
6931 Covs03,7 ,447 S . S gfr9-rn1. /71/ ftm r, ✓� ci" )4,7 N. V/K
rfize
6:431 Co v-500 Ave, S_ S f11-e_ 1-6.1 612.167 Z- 405 V r'c
.pP�33 �u.�w -y-
r-S 7 -f r.. ' s� Secy+ f z JJ Lt�vi K 4l e-a ✓ -t /G 7 y j . 2
?p.m
7ao 2 /yr° ,Q✓E S 3CATTLL JAMELc t 1-6 rC 5i . /47 N. VAK.
�pbss _
07S/57 � �—eg, • Ly/vN �o_StiA ✓ S 7
-9p sss
Al / 014.1. a' • RA . ; A � _4 r7_•
• a4c' mac . 51° _
/ 9/9J -.gid. I dy J/ / �1119../ 710 'JQ1
vlialbpwrw
f j
DRAFT
BOARD OF PUBLIC WORKS
7:00 p.m. Renton Municipal Building
Thursday,March 2,2000 7th floor Council Chambers
IN A 1 TENDANCE: Jana Hanson, Chair
Larry Meckling,Building Official
Dave Christensen,Utilities Systems
Jim Gray,Fire Prevention -
Dennis Gerber,Police
Paul Lumbert,Board Coordinator-Absent
Mickie Flanagan,Recording Secretary
VISITORS: Marcie Maxwell,Chamber of Commerce
Bill Weise,Holiday Inn Select
John M. Creery,W.S.D.O.T.
Bruce Farrar,W.S.D.O.T.
Ali R. Amiri. W.S.D.O.T.
Kevin Hall, W.S.D.O.T.
Juan Reyes, W.S.D.O.T.
Janelle Hitch,W.S.D.O.T.
Lynn Acuna
David Jackson
Diane Jackson
MINUTES
1. CALL TO ORDER: Chair Jana Hanson called the meeting to order at 7:00 p.m.
The Board of Public Works staff was introduced to the audience. Ms. Hanson
stated an Appeal of the board's decision would be considered by the City Council;
however,no further testimony may be given.
2. REQUESTED ACTION: PUBLIC MEETING - VARIANCE TO NOISE
ORDINANCE,W.S.D.O.T. - Roadway resurfacing on SR-167 in the vicinity
of I-405 to the SR-900 couplet.
•
Request: The Washington State Department of Transportation requests that the
City of Renton Board of Public Works consider and grant a 65 day, nighttime
noise variance from Renton Noise Level Regulations, Chapter 7, as per Section 8-
7-2, allowing their contractor to work between 8:00 p.m. and 5:00 a.m. (actual
variance time is 10:00 p.m.to 5:00 a.m.). These nights will be interspersed
throughout the contract, which is from April 2000 through December 2000.
Board of Public Works Minutes
March 2,2000 DRAFT
Page 2
Justification: Repaving work will require lane restrictions while grinding and
repaving is being completed. WSDOT traffic analysis has determined that by
performing lane closures during the day, traffic congestion due to high traffic
volumes and loss of roadway capacity will occur. Such large-scale backups
would not be acceptable. WSDOT recommends that lane closures be done at
night when traffic volumes are low enough to handle lane closures without
causing congestion.
Ali Amari, WSDOT Design Team Supervisor, 6431 Corson Ave. S., Seattle, WA
98108, gave a brief project description. Mr.Amari stated that daytime work
would double, (possibly triple)as well as the project cost, due to traffic
disruption.
Jana Hanson, Development Services Director, asked how long the grinding
operation only would be from milepost 25 to I-405, and Mr. Amari stated it would
take three (3)nights and would cover approximately 6,000 feet.
Bruce Farrar, WSDOT Air Ouality and Special Studies Program Manager, 15700
Dayton Ave.N., MS-138, Seattle, WA 98133-9710, addressed noise levels. The
Talbot Crest area is from 520 to 840 feet from the SR-167 work corridor. A worst
case scenario would be 90 dBA at 50 feet from the work site;however,this rarely
occurs. Exterior noise levels were monitored and found to be between 65-70
dBA. Going north to Lake Ave.,the project corridor was between 400 and 800
feet. The worst case exterior noise levels tested at 66-72 dBA. Going west,to the
other side of the work corridor, hotels tested were Larkspur Landing, Hilton and
Travel Lodge,with 69 dBA at the Hilton, 65 dBA at the Larkspur Landing, and
the Travel Lodge is 1200 feet away from the project limit. The Holiday
Inn/Rainier Ave. work corridor is the closest at 75 feet with an exterior DBA test
of 83-84. There was discussion of interior vs. exterior noise levels as well as
ambient travel and attenuation factor levels. The northbound lane ramp has a
Jersey barrier,which takes 5 points off a tested dBA.
David Christensen, Utilities Systems,asked Mr. Farrar if he had evaluated the
work on sheet P-9 of the Paving Plan for the off ramp from I-405 to SR-167,with
respect to the Holiday Inn Select. Mr. Farrar indicated he did not evaluate this
and that the rooms with the most impact would be the ones facing south and those
on the upper floor level.
Jana Hanson, Development Services Directors asked if noise measurements were
taken along Shattuck Ave. Mr. Farrar stated they had not; however the dBA is
less than the Talbot Crest neighborhood. An estimated exterior dBA would be 65.
Receivers on the east side of Shattuck would not be affected by nighttime
construction operations. A few residences on the top of Shattuck Ave. would be
Board of Public Works Minutes
March 2,2000 DRAFT
Page 3
65-70 dBA. North of Shattuck there is 4-5 homes with very limited noise levels,
and behind Lake Ave. will not be impacted by construction efforts.
Dennis Gerber, Police, inquired as to when the nighttime noise level becomes
daytime ambient noise again. Mr. Farrar suggested 6:00 a.m. until 8:00 p.m.
John McCreerv, Chief Inspector for the project estimates it would take 7 nights of
grinding and 7 nights of paving to get past the Holiday Inn area(I-405 to 7`h St.).
David Christensen,Utilities Systems,asked if traffic control measures were the
same for grinding and paving. Mr. McCreery indicated they are the same, and
those two lanes of traffic would be reduced to one wherever they were working.
David also asked if weekend work was evaluated in their planning process.
Juan Reyes, W.S.D.O.T. stated that traffic volume is almost the same on
weekends. It is a little less from 6-9:00 a.m., but after 9:00 the volume is very
heavy.
Jana Hanson,Development Services Director asked what the impacts would be if
the variance was denied. Mr. Reyes indicated there would be massive gridlock all
the way to Kent, and the worst area would be north of Grady Way because of
signalized intersections.
Jim Gray, Fire, asked how interior noise measurements were taken, and if
W.S.D.O.T. has considered closing the entrances at I-405 and SR-167 for an
entire weekend to perform this work only. Mr. Farrar said the measurements are
taken with the windows closed. Mr. Reyes responded that freeway weekend
closure would only re-route people to SR-181 and that Sunset Blvd. exits would
be used to get through Renton and hook back up.
David Christensen,Utilities Systems,requested an estimated time frame of the
minimal amount of days to get the work completed through the 800 feet at the
Holiday Inn. Mr. McCreery stated if a second grinder were used, four days to
grind and 4 days to pave. They also discussed working a couple of nights at a
time. The additional equipment would make the project more costly.
Larry Meckling,Building Official, asked what the closest distance a residence
was in the Talbot Crest and Shattuck work corridor. Mr. Farrar said 520 feet in
Talbot Crest and 400 feet at Lake Ave. The"line of site"(trees and foliage), is
minimal in the residential areas. Mr. Meckling inquired as to what an average
dBA would be during grinding operations. Mr. Farrar said it would be below 65
dBA on average at a single receiver.
Jim Gray,Fire asked if any measurements were taken in the Talbot Crest
neighborhood. Mr. Farrar stated only ambient, and that at 2413 Talbot Crest Dr.,
the exterior level was 68 dBA at 3:00 p.m. for daytime traffic (600 feet from work
• Board of Public Works Minutes
March 2,2000 DRAFT
Page 4
corridor). The middle range of Talbot Crest is from 520-840 feet from the work
corridor.
Dennis Gerber, Police asked if in Talbot Crest, with closed windows, would the
noise be the same as the hotel interior. Mr. Farrar stated that it would be reduced
by 1/3 if they have double insulated windows. The dBA would be approx. 25 and
without double insulated windows it would be approx. 20 dBA attenuation. The
interior noise at daytime construction peaks would be less than daytime ambient
traffic. Semi's register 93-95 DBA at 50 feet and WSDOT work efforts will not
be that loud
Jim Gray, Fire asked how much longer it would take if WSDOT were limited on
construction time between 7 a.m. and 10 p.m., from Talbot Crest on up to the
I-405 interchange. Mr. McCreery indicated the cost would go up during the
daytime. Closing a shoulder plus another lane would allow no where to do the
work with two lanes open.
Jana Hanson,Development Services Director, asked if with the windows closed at
the nearest work corridor homes in Talbot Crest, would it be below the thresholds
of standards for a noise variance. Mr. Farrar indicated it would be very close to
approved levels. If the home had double insulated windows, it would come in
under regulations.
Jim Gray, Fire expressed concern if the work activities were done in wanner
weather,the windows would most likely be open.
Jana Hanson, Development Services Director asked what would be the soonest
WSDOT could begin construction before the summer months. Mr. McCreery
indicated the second week in May for grinding operations from Talbot Crest to
1-405 interchange. Mr. Farrar stated they could accommodate scheduling
mandates if they are made a part of a Variance Agreement; otherwise WSDOT
cannot tell the contractor what to do.
Chair Hanson opened the meeting to public comment at 8:00 p.m.
Marcie Maxwell, Chairman of the Board of the Renton Chamber of Commerce,
300 Rainier Ave. N., Renton WA 98056. The Renton Chamber of Commerce
represents over 500 businesses in the Community. Ms. Maxwell is also the Chair
for the Renton Lodging Association. On behalf of these two organizations, Ms
Maxwell opposes this application by WSDOT. She requested the Board to
implement restrictions on all nighttime construction in the vicinity of the Holiday
Inn Select,the Hilton Gardens and Larkspur Landing hotels. While they realize
the need for roadway projects that minimizes traffic congestion, she reminded the
Board that hotel customers also have a need for peaceful surroundings. The
Holiday Inn has a$1,000,000 contract with a major airline,which is 20%of their
Board of Public Works Minutes
March 2,2000 DRAFT
Page 5
entire annual revenue. She suggested that the DOT meet with the hotel managers
and decide upon what would be acceptable and favorable to the hotel guests.
Jana Hanson,Development Services Director asked Ms. Maxwell if given the
WSDOT testimony of interior noise at 43 dBA in the Larkspur Landing and
Hilton Gardens hotels, does that change her testimony at all? From what she
heard and understands, she feels it will contribute to a loss for our hotels in
Renton.
Bill Weise, Manager, Holiday Inn Select, 1 South Grady Way, Renton WA
98055. Guests at the Holiday Inn have expectations of a clean room, friendly
service and a good nights sleep. If they have any problems,they get a free night
stay. Corporate travel is 70%of their business,the airlines is 20% and families
are 10%. An average stay is 2 nights,with 2+guests. Northwest is the airline
they have a contract with and accommodate 25-40 guests nightly. There is a
stipulation in their contract that states if they are unhappy with any of the hotel
features;they can cancel within a 30-day time frame. There is increased
competition in the area and the hotels are struggling. The Holiday Inn contributed
$56,000 last year from the hotel tax in an attempt to attract more people to the
City of Renton. Much of the structure is exposed to the freeway on both sides.
Mr. Weise asked WSDOT for a comparison noise for the different dBA levels.
Bruce Farrar stated an ambulance is approximately 86.8 dBA; vehicles at 20-25
mph are 60 dBA; a refrigerator would generate 45 dBA; and normal nighttime
ambient noise is 52-55 dBA. Mr. Weise gave an estimate of guests that stay
during the summer months, which is 90%of their business from April to July.
Mr. Weise feels the hotels generate a lot of state and city tax money for the city
and that they grossly oppose this application. The nature of his business is a good
night's sleep.
Jim Gray,Fire offered an example of a fire alarm test to wake someone up is
70 dBA.
Bruce Farrar, WSDOT,offered more examples of typical noise levels: A jet
airplane, 140 dBA; heavy truck, 90 dBA; garbage disposer, 80 dBA; vacuum
cleaner at 20 feet, 70 dBA; airconditioner at 20 feet, 60 dBA; light auto traffic, 50
dBA; and a whisper is 25 dBA.
David Jackson,2419 Talbot Crest Dr. S., Renton WA Mr. Jackson indicated on a
map where Talbot Crest Dr. is and the neighborhood he lives in. He also thanked
the Board for having another meeting on this application, allowing others to
present additional information. Mr. Jackson read into the record a Petition in
opposition to specific noise-producing activities for the WSDOT SR-167
pavement overlay construction project. (The Petition is attached as Exhibit 2 of
these Minutes). All of the neighbors they contacted were supportive of this
. J
Board of Public Works Minutes
March 2,2000 DRAFT
Page 6
Petition. The Board as part of the record accepted the WSDOT Mitigation
Measures. Mr. Jackson would like to know what the impacts would be if the
work were moved to daytime,and suggested WSDOT submit a cost estimate. He
further urged the Board to have the work be done in the daytime hours from
milepost 25 to the I-405 interchange. He believes 65-75 dBA is intolerable, and
would not allow one to even talk on the telephone. He encouraged the Board to
require a technical report from WSDOT before granting this variance. Mr.
Jackson also asked for clarification of lane closures. WSDOT has not taken any
nighttime measurements in the Talbot Crest neighborhoods. The neighborhood
has experienced noise levels from a previous WSDOT project of SR-167.
Residents should have the right to open their window if they so choose. If the
paving is done in warm weather,they can't. Mr. Jackson urged the Board to
understand their hardship.
Diane Jackson, 2419 Talbot Crest Dr. S., Renton, WA Ms. Jackson has lived in
her Talbot Crest home for 17 years. In the early a.m. hours it is really bad and
now with this project, she will have to listen to it all night. Airplanes have
recently been flying over her home in the evenings as well. Her double pane
windows do not help the noise. There are no current studies for nighttime noise
levels, and last year when work was being done on SR-167 Ms. Jackson offered
her home for a study. She left her name and address w/WSDOT and has never
been contacted. For the record, Ms. Jackson requested that she be notified when
grinding will be occurring near her home. Her home is at a 500 foot elevation and
noise is carried upwards into the residences which greatly impacts the noise level.
She would like the Board to consider this when reading the submitted Petition.
Bruce Farrar, WSDOT gave a rebuttal to the requirement for a technical noise
report for this project. The type of report as referenced in the submitted Petition
this evening, is for a Type 1 project,which increases highway capacity. Traffic
noise increases resulting from completion of a Type 1 project. Mitigation is
usually a noise barrier. This project is not a Type 1 project and is categorically
exempt from SEPA, WAC and Federal regulations.
Ali Amiri, WSDOT, commented that the WSDOT Traffic Engineering Division
`recommended that operationally,the work should be done during nighttime hours.
The cost would triple and a massive detour plan through the City of Renton,was
not a workable resolution.
John McCreery, WSDOT,stated it would take 4-5 nights to do 2 nights of work,
and that extensive modifications must be made to move traffic over. It is much
more economical to do it all at once.
Board of Public Works Minutes RAFT
March 2,2000
Page 7
Bill Weise, Holiday Inn Select,took exception to WSDOT inferring nighttime
work was a"no brainer". He feels it shows a lack of concern for businesses and
residents of the City of Renton.
David Jackson, 2419 Talbot Crest Drive S., Renton WA also took exception to the
comment"no brainer", and feels WSDOT is displaying arrogance in suggesting
their lack of analyses is now our problem. The issue should be what is the best
resolution for the City of Renton, its businesses, and residents.
Chair Hanson closed the public meeting at 8:50 p.m.
MOVED BY CHRISTENSEN,SECONDED BY MECKLING to approve the
request as submitted by the applicant to include Mitigation Measures A-H,
(attached as Exhibit 2). An additional measure shall be imposed as
"Mitigation Measure I"which will read as follows:
Applicant shall be required to give ten (10) days prior notification to
two individual groups: 1)the Holiday Inn Select; and 2) the Talbot
Crest and Shattuck residential neighborhoods. FURTHER,that the
night work within the are of the Holiday Inn Select be limited to a
maximum of no more than (6) nights; the portion of the work through
the freeway section be limited to a maximum of four(4) nights.
MOTION CARRIED with Jim Gray voting nay.
3. ADJOURNMENT: The meeting was adjourned at 8:51 p.m.
DRAFT Motion of 3-02-02 WSDOT Noise Variance Meeting:
• MOVED by Christensen, seconded by MECKLING to approve request as submitted by
applicant to include Mitigation Measures A-H. An additional measure shall be imposed as
"Mitigation Measure I"which will read as follows:
...Applicant shall be required to give ten(10)days prior notification to two individual
groups: 1)the Holiday Inn Select; and 2)the Talbot Crest and Shattuck residential
neighborhoods. FURTHER,that the night work within the area of the Holiday Inn Select be
limited to a maximum of no more than(6)nights;the portion of the work through the freeway
section be limited to a maximum of four(4)nights. MOTION CARRIED with Jim Gray
voting nay.
/ 2J
JAN-24-00 MON 10: 10 AM WSDOT(34YTON 5TH PLR FAX NO. 2064404805 P. 1
� Transmittal State
�I/ Department of Transportation Facsimile
:ATE TIME NO.OF DACES(Ines.Trans.)
lt2w /oa /DA 414 ❑ Call for Pickup ❑Deliver
O :RCM
M�cKi� M—R&./ A 4/•/ J&,i /'
71-4
.. CAT`.cN CArICN —
Cr rt./ of N70>J 01Sr-
/GCE.F.CNE NC. =AA?'CNE NG iCiCa�iCNE`10 :AX?HONE NO.
Nzs '/30 ^ 739V : `';? - '/.3'o- 72,1/ 206- L/Yo- 46-9/
C..".MMENT$
INtag I c - beric.67 SENT 7-AW J Iff r
)246-45 ter ME 411 ed ons/(,, /,tJF6v2 M 47d itJ
mA1 P L/1v & 'ID ,C5 01,-(1C X/ StPoa SrtA77D4J
•
NOTICE: Some fax machines produce copies on thermal paper. The image produced is highly unstable
and will deteriorate significantly in a few years. This record should be copied on a plain paper copier
prior to filing as a record.
CT Form 7O3Q50 cF
Rahsoo SBM
Y CITY OF RENTON
+ + BOARD OF PUBLIC WORKS
Jesse Tanner, Mayor
February 28,2000
Washington State Department of Transportation
Attn: Bruce Farrar,MS NB 82-138
15700 Dayton Ave.N.
PO Box 330310
Seattle WA 98133-9710
SUBJECT: REQUEST FOR NOISE VARIANCE
SR-167,I-405 VIC.TO SR-900—ACP OVERLAY
OL 3704
Dear Mr.Farrar:
Per our telephone conversation,this letter is to confirm that a date has been set for a Public
Meeting to be held March 2,2000,for the above referenced W.S.D.O.T. project. The meeting
will begin at 7:00 p.m. and will be held in the City of Renton Council Chambers.
Sincerely,
Mickie Flanagan,Recording leer-tary
Board of Public Works
cc: Board Members
Paul Lumbert
Janelle Hitch,W.S.D.O.T.
1055 South Grady Way - Renton, Washington 98055 (425)430-7204
Facsimile (425)430-7241
Document2\cor
• •
• •
•
•
• •
. .
• • •
•
• •
•
• •
• • •
• • • •
•
•
• . .
• . .
• •
•
• • • • • •
. •
•
•
•. •
• •
• • . .
„ . .
•
• • • • • • •
•
• • • •
•
•
•
•
•
• •
• •
•
• •
•
•
•
• • .
•
• •
•
•
•
• •
- •
•
. . • • •
•
• •
•
• •
• • • •
•
•
• •
• • •
•
• •
•
•
•
• • • •
•
•
• • •
• •
• • • • •
•
• •
•
•
•
. • • • •
• •
• • •
•
•
, •
/140A0 tal2els ...41/0D/CA7T . DUPL.) CATE-S — DUPL./ cATE MAit_iAJOLS AVo/DE12).
•
• • • •
• •
•
•
------ -----
BATCH - NUMBER: PH . CCMMENTS
- 1 * CUSTOMER. NAME WSDOT
• •
-
•
+.7- .1,
t 000720-0003-06 • 000720—0004—05 , •
COORS IF MART . 2606E0 SAFEWAY INC 931653
• 150 Sk SUNSET BLVD . C/C C P 1 5. 41563
-
RENTUCUA . • 98055 1e50 -KT . DIABL0 BLVD 0250
• WALNUT 0PEEK . CA 94596• •
.000720—0060-06 • 000120-0101—C7
FACILITIES 8 OPERATIONS CTO 3540 _ TEE JESSIE MACRIS TRUST 9D0919 '
OFFICE CF THE EXECUTIVE DIP C/C SCHOEN FRED, TRUSTEE
300 SW . TTH 51 • 1218 3RD AVE STE 2000
RENTON WA 98055 2 SEATTLE WA . 98101
- 000720-01 '—SE • 000720-0115-01
THE JESSIE MACRIS TRUST 900519 SENS GENE F+HUCNO I . 840796
C/0 SCHOEN NEC, TRUSTEE ' 7259 5 SUNNYCREST RD
1218 3RD AVE 1E 2000 SEATTLE. WA 98178
SEATTLE kA 98101 : •
. _
•
00072C2\0, 16-0C , 000/20— , 19-07
,16 , SENS GEN - P NJONG I 8401196 SAFEWAY • NC SI t 1563 , 802198•
7255 5 SUNACREST RD C/C CPIs
'',5EAITLE WA . . 98113
1850 META CBLVE• 4250
en=cv quqqA
000720—Ci123-03 ' {
. C00720-012 0
_ SYEINER FREDERICK JsLJ IAL 179'999 �; i F1RSTIN , BK —KIRKLAND . 77249E
14610 5E 164TH PL WELLS FARGO BANK. — 92685
RENICt WA .98058 j PG BCX 63931
SAN FRANCISCO CA 94163 1
000720-0126-06 000720-0131-C1 .
ANNA MALESIS L.L.0 709999 BAREI ARS UMBERTO' -
i 261 TAYLOR -AVE j • 322 5 15TH 51
R ENTON UA • 98C55 1 l R ENTON WA 98055
- 000720-0132—UC ' i 000120-0133-05
4CDCiI44LD i(C.fNIE A+t UBERTA K249999 j 51E.IiIER FRED 920138
216 NL 5TH ST 111 5 3R0 ST
' RENICK IIA 98055. i RENTON WA • • 96055
000720-0142-08 i 000 —0-0149-01
2ERIAIC3 ALIO L 651072 ! NEL N WALLACE . 019999
205 5 3RD 51 ! 16238 M,AILCCK BRADY ROAD
' ' RENIC(. WA 98655 ELMA Si 98541
000720—C151-06 000720-0165—00
NEL5UN .UALLA.CE 019999 FIRST INTER BNK—KIRKLAND . 772498
10238 SATLCC4Y BRADY ROAD WELLS FARGC, BANK.— 92685
ELMS WA 98541 PC BOX 63931
SAN FRANCISCO CA 94163
000720-0112-01 000122 —0173-00
LI6HTFCCT . J0SEPH+MARYLYN . 0 959999 4CtO ' LD RCNN'•IE A4R01iERIA K249,9.99
330C ISLAND CREST. WAY . 216 NW 51H -51
MERCER ' ISLAND MA 98C40 REi1TCN A 98055
' , 000720-0186-03 000720-0190-09 •
CI1Y CF SEATTLE SPU 980754 . ! j M.AL€SIS ENTERPRISES 801237
REAL PROP WIR I . 12865 .SE 223RD FL
710 2R'D AVE 10TH FLOOR , j KENT -UA . 98031
SEATTLE WA 98104 ! .
00072 0199—00 ( 000120-0209-08 '
j SAFEia Y INC 41563 . 872.271 - FRED MEYER INC 350579
% (FT'S TAX LEFT ,
j 1850 MI ABLE) BLVD 4250 i PC BOX 42121
WALNUT. CREEL( CA 94596 PORTLAND . OR 97242 .
' 000726 21/-04 ii COC72 . 0212—C3 -
SAF.EW A \ INC STORE 00489 820259 SAFEL Y INC . • 931651
. C/0 CPI ! C/C C : 1 : 5-41563
1650 PIT D ABL0 BLVD 4250 i 1L'S0 IST. . ABLC B1411- .4250
WALNUT CREEK CA 94596 j WALNUT CR EI:_ CA 94596
- i 125380-0C10—C3 . 125,380-0015-08 '
, MOTOR FREIGHT LLC . 7D2335 I GIAN • FMILY LTD PTNRSHP: THE 962629
C/C WAHL 6 A.SSCC 4818 . aE MERCER ISLAND` WAY .
1001 F.AIKVIEW AVE N 41400 MERCER. ISLAND -WA . 98040
SEATTLE. WA 98109 .
125380-0C20—C1 12538C-0021—00 ' • .
UNITED. TILE CORP 611232 PUGET SOUND ENERGY/ELEC . 790503
3435 SE 17Th AVE PROPERTY :TAX DEPT
PORILAND OR 97202 I PCs 2QX. 90868
BELLEVUE. WA . 98009
125360-0030-09jI 1253 0-0032-.07
LECUYER FAMILY L L C / ATTN669999 I i LEC ER FAMILY L L . C . / : ATTN689999
2111 SUNSET AVE SU 2111 —UNSEL A1iE SW
i SEATTLE WA 98116 SEATTL A/ill 98116
1 125380-0034-05. 1253843-0 5-
YALE MATERIALS HANDLING g 549599 ' LECUYER k, LY . L L C : / . ATTN689999
i 7001 . NE COLUMBIA BLVD 1 I 2111 SUNS 7 AVE- Sid
PCR1LAM3 CR 97218 1 ! SEATTLE . WA 98116
I
' 125360-0032-0 125380-4034 C5
LECUYEk FAMI Y L L C / 67711689599 ' ; YALE NATER LS HANDLING NW 589999
2111 5 USET A • SW 7001 NE COL BIA. BLVD
SEATTLE WA 98116 PORTLAND CR. 97218. .
125380-0110-02 ` . 179060-0010-07
CGRR—FRC ASSOCIATES LLC 859599 STRINGFELLC . EWING 875461
3701 5 NORFCL1C PC BOX 393
SEATTLE WA 96118 NORTH $ENCS WA 98045
' 182305-9009-00 - 182305-9011-06
GIR1 . JAMES E VINOO V ' 850257 BRANDT PA1RICIA , J+BU1FKER. NA73A004
' 2314 S ANGELINE ST 1814 WHITMAN NE CT
SEATTLE WA 96108 RENTON WA 98059
182305-9C12—Q5 . 182305-9013-04 -
GOBEN WILLIA 1. f+BOGE5,CA 1CL189S99 MEYER DOROTHY A 909999
' 180 HARDIE AVE SW 14611 SE 267TH ST
RENTON WA 98055 KENT WA 98042
182305-9015-02 ' 182305-9011-00
MOORE JOHN E . 0518 , � HEALTk. CAKE PROP/INVESTORS 920035
13249 9157 50 i1 C/O E( ERITIfS . CQRP •
RENTON WA 98055 i I 3131 ELLIOTT AVE . Z500
i SEATTLE WA. 98121
182305-5018-09 I ! 182305-9020-05
ROSE €CNT 4 ASSOCIATES 740E71 S ITh WILLIAM R 500918
1000 2t.L AVE STE 3950 I { 20505 298Th AVE SE
SEATTLE WA 98104 � i MAPLE VALLEY WA 98038
182305-5021-04 . -1 182305-9033-00
GALV'IN. CHARLES f4 ! � MA-LASPINA . 6 CO INC . 519999 i
8926. S 134Th: 309 5 CLOVERDA.LE ST : C-1
RENTON WA : 94055 , i ' SEATTLE WA . - . . 98106
I
18230:. 9034-09 182305-903.8-05 i
FRED -EVER INC 350579 ' ! BRIDGE ROBERT 805002 •
TAX DE ! DIA KCB CO
Pit BOX 4 121 PO ' BOX 1055
PORTLAND CR 97242 ! RENTON WA . .. .. 98057
1823175-51144-01 182305-9052-06
FAKHAR2A.DEH M .HAOI 66015.8, BLRL1NGT0N RTHRN . SAL\LT,A FE715175
PO BOX 74404 . 1 TAX DEPT
SEATTLE WA . 98178 17430 E GOLF RD 44017
SCHAUMi3URG IL • 60173
H 182305-9062-04 ' 1 182305-5063-03 -
S E W PARTNERSHIP . 774041 iI SNYDER RICHARD 14 • ' 999999
720 - RAINIER AVE S 1 : 5411 154TH AVE SE
REIZ10N WA • 98055 H BELLEVUE WA 98006
182305-9067-09 1 182305-5069=07
DEN1Y5 INC 840508 ! : CHRYSLER REALTY CORPGRATION670023
a RASH ; 200-47-01920 • . TAX AFFAIRS 483-00-33
PO BOX 1600- ; 1 800 .CHRYSLER DR
ROWLETT TX 75088 ii AUBURN HILLS MI ' 48326
182305-9070-04 . . 182305-S07: 3 .
I TON IN FRANK J C63E50 1 31059000'...85TE41563 970348
330C MAPLE VALLEY HWY I1 C/O CPIS
RENTON kA 98058 2850 KT LIABLO BLVD. A25G
WALNUT CREEK CA 94596
18230 "-SC/3-01 iI 182305-5074-00
MEYER LCRUT +.Y R 909999 I KROSkALD PROFERTIES . L L C 869999
.14611 267TH ST 1520 10TH AVE
K.Eii7 kA 98042 SEATTLE WA 98122
' 182305-9016-08 182305-9077-07 .
ACCCRL INC . 063649 KWA1 5kUAOi H SIDE R1279
33QC MAPLE VALLEY HWY I I WESTWIND MOTEL
RENTON kA 98058 . 7517 SE 7151
MERCER ISLAND WA 98040
' 182305-9079-05182305-9082-00
EVERGREEN-SUNSET - LTD PTNRSH999999 ; ATLANTIC RICHFIELD COMPANY 873268
200 N MARYLAND AVE 4'261 00487 TAX LEFT •' . .
GLENDA.LE CA 91206 ! PO' BOX 512485
I j LOS ANGELES CA 90051
1 182305-9047C5 ; 182305-9089-03
WENLCCr KW LID PKTNRSHP 2N1016 I FIRST BAPTIST CHURCH,. 687777 .
A111 TAX DEPT I 255 HARDIE AVE 5 . 1i 0097,9-001
PC BOX . 2S6 { RENTON WA 98055
DUBLIN OH' 43017 '
182305-9090-00 ' 182305-9092-08
REGIS JOSEPH 210C12 !. � ' IVANOVICh FRANK C JUDITH 8D1112
. C.10C FERN. REGIS 1 . 1.370 . E TREASURE ISLAND DR
15984 NE 15TH ALLYN WA 98524
BELLEVUE WA 98008 .
182305-9093-07 182305-9094-06 •
MOYER JACCB. E+VALEN1INE AND9L9999 £VANS * RUSSELL R+KNITTEL MAU3N9999
' 6925 5 133R0 5T • 217 HARDIE AVE 5W
RENTON WA 98178 RENTON WA 98055 '
182305-9100-08 ! � 182305-9'102-0E
CGCiCS ENTERPRISES 202014 SEAQUIST JOHN H C0379
150 . 5W SUNSET BLVD 111 SW. VICTORIA-
RENTON WA . 98055 RENT13 WA 98055
182305-9107-01 182305-9112-04 ,
ROBERTS J BERT 910632 WILLIAMS BRUCE T - 712068
' 10900 . KAINIER . AV.E S 128 RAINIER AV . 5 . '
SEATTLE WA 98178 I RENOIN -WA 96055
182305-9118-08 182305-9120-04
HOSPITAL DIST 1 440803 GRR:BARINC ADOLPH .. 01274 •
44O RAINIER AVE S ; 176; HARDIE AVE Ski
SEATTLE WA 98144 . ! RENTON WA • 980955
182305-9122-02 . . 182305-9123-01 .
LEYVA BENILDA+ERLAND0+JUSEF799999 CLRRAN. JACK 73.+IRENE ki 999999
17108 ItiE 35TH ' 10100 MERIDIAN AVE N.4505
BELLEVUE. WA 98008 ! SEATTLE WA 98133
•
i 182305-9124-40 ' i . 182305-9125-C9 .
I9C3LAN LARRY +539991 I 86240012101 .. . 790278
13525 , 181ST • AVE 5 HAROLD'S AUTO REBUILD
RENTON WA 98059 I ! 124 RAINIER AVE S •
' RENT01 WA 98055 -
. — 1
182305-9133-09 . I ' 162305-9131 8
WOLF OJI4,41‹. '--- 919999 RYAN PAR . . ATRICIA . 451703
9076 fiCLMAN RD NWPC— BOX 336
,
SEAULE WA 98117 ' RENTON WA 98057 •
___=L_______ _:___ .:__ - ' . • ' '
182305-9135-07 1827405-,9136-06
M0FFAIT ROBERT L(TRUSTEE) ON9999 FR — PAN HENR14SANDRA5N9999
3709 . 11:ER00k AVE S 6803 . 78IH SI
RENTON WA 98056 MERCER 5LAND WA . 98040-
182305— 137-05 1823C —913.8-04 ,
MOFFATT ROBERT L 002E60 • FRIEWN HENRY4SANURA ' 5N9999 '
,
3709 PEA W AVE NI 8603 & 18IH 51 ' s i
RENICK WA 98056 , MERCER' 5LANE - WA ' 98040
182305-9139-03 182305-9148-02
USIBELLI ANGELO E DOROTHY 541310 ! SCHWARTZENLERGER • WILLIAM CO279
170 LUSTY LN 1 601 SHATTUCK SI S . .
CHEHALIS WA 98532 ' RENTON. WA , 98055
, .
1 ,
' 182305-9149-01 1 182305-9151-06
:ROBERTS J BERT 910E37 ' 1 - MOCRE—MARGARET 389999 •
10900 RAINIER AVE S • ' 14401 SE PETROYITSKY—RD 08110
SEATTLE WA 98178 _ ' 1 RENTON WA 98058
'
• 182305-9152-05 - I 162305-915E-01
PORTER W DAivIEL 539999 • KOFFAII ROBERT -L(TRUSTEE) . 0N9999
6921 5 133RE 1 3709 AEALOW . AVE 5 •
• . RENTON: AAA 98055 . 1 RENTON WA 98056
. 1 .
' 1823 5-9157-00 182305-9161-04 '
FRE MEYER INC . 350579 . ' POWERS TIMUTOIJ 709999
TAX 0 15414 . 230Th AVE SE
—
PO BOX 4 121 I ISSAQUAH WA . 98027
PORTLAND OR 97242 ; 1
- . . 182305-9162-03 . 182305-9163-02
WOOLHOU5E - GOROCN + PATRICIA750266 1 LA2OR . 14IRE J 00380
18519 SE 60TH ST • 1 32 SW . VICTORIA ST
• ISSAQUAH WA 96027 : . 1 RENTBN WA. 98055 I
1
. I . . .
182305-9164-01 . I 162305-9166-09
FRIEDMAN HEARY4SANDRA 5N9999 I 1 SCHWARTZENEERGER .BILL Z0478
8803 SE 761H. 51 . 601 SHATTUCK AVE 5
MERCER ISLAND WA 98040 RENTON WA . 98055
.
, .
182305-9168-07 H -162305-9169-06
SCHAT2 TONY • .00316 . TAX ASSESSMENT ASSOC INC . 4N0699
,
485 RAINIER AVE 5 I I - 1177 NE . LOGP 410. 01250
RENTONAAA 96055 —SAN ANTONIO TX . - 78217
— ,
' I 182305-9171-02 11 i82305- 112—C1 •
H5UE KNAI4LEE—YOH 079999 . .CHRYSL. REALTY. CORPORATION670023
7515 SE 7151 I TAX AFFA RS -483-00-33
. . . 1
MERCER ISLAND WA 98040 ! I BCC . CERYSL RANI
AUBURN HILLS K1 .
. 48326
, .
182305-9173-00 0 182305-5179—C4
! !
RIM 5G—HVUN4YOON-500N . 1W9999 : 1 RIAN. PidgV . FATRICIA
451703
529 51-A7TUCK AVE 5 H P6 BOX 336
RENTON WA , 96055 11 RENTON WA
98057 . I
. . '
. _
• .
. . • .
' • .
. .
• • .
. . . .
. .
• . . . .
. . .
182305-9180-01 182305-9185-
HARUli- MAT KAREN. BELLI __ 900082 . OLYMCALE L L. C 939999
195 151 57 STE 212 GC1` SHAT1UCK . AVE S
LOS ALTOS CA 94022 RENICK WA 98055
182305-9185-02 182305-9190-09
CAPLLOT;TO ,LEON S 979599 MENGES .XEITH4I4ICHELLE 999999
4546 CALIFORNIA AVE SW 1825 EDMUNDS AVE NE
SEATTLE WA 94116 , RENTON WA 98056 '.
18230 9191-08 182305-5197-02
• RYA1 M AV PATRICIA 451703 K1A7NOMAS K 291131
PG ECX 3.. 201 . HARDIA AVE 5W
REt 1Of1 WA 98057 REfi'TOf1 . WA 98055 •
182305-9201-06 ! 182305-9208-09
MOORE P!ADELEINE E 694599 j CITY OFSEATTLE SPU 982628
13249 91ST AVE 5 i REAL PROP WTfi
RENTON WA 98055 710. 2110 . AVE 101H , FL
SEATTLE WA . 98104
182305-920.9-08 'i 182305-9211-04
WOKE EAIE W V 749599 . CtJRRAN JACK 5 649999
8632 S 134TH 10700 d4ERI1IAN AVE . N 4:505
SEATTLE WA 98178 SEATTLE WA 98133
•
182305-9212-03 j 182305-9213-02
CURRAN JACK B 649599 ; j I?10AS.- IN1EI NATIONAL CORP 975341
10700 I'ERICLAN AVE N #505 I. REAL . ESTATE ACCOUNTING DEPT
SEATTLE WA 98333 ! 1300_ ARLINGICN.. HEIGHTS RD
ITASCA IL 60143
182305-9215-00 182 \ S-9218-707 :
. RRCUNBtJF CO 550119 I FRE 'MEYER INC 350579
TAX 13EP1 ! TAX PT
PC BOX 42121 ! Pc BOX 2121
PORTLAND OR 97242 PORTLAND OR. 97242 •
1823 —5219-06 182305-9236-05
FRED ' .EYER INC 350579 ! WARREN LAWRENCE J 8119999
, TAX LE 'T 100 -5 . 2NE 'ST
PC LCX 42121 RENTON WA 98055
PORTLAND 97242
1823 5-9038-03 --- i 182305-9258-08 '
. FREE :EYER INC 350579 ERNST . TRLST WASHINGTON : L L 949999
. TAX i3 T 1.2'01 . HELENA ' ST
PO BGX 121 LOS.. ANGELES CA 90049
PORTLANE 97242
—
182305-9260-04 182305-5261-03
BRANOAL. PALL R E RUTH E . 0N1052 CENTICLI FA.r9ILY L.L.C: THE 729999
1305 SUNNY-SIDE BLVD 5200 ._.LENVER AVE S
EVERETT WA .98205 I SEATTLE WA . ' . 98108
iI
182305— -66-,08 182305-92.73-09 •
FRIEDAA - HENF&V+SANDRA 5N9599 LEVENS FAMILY .. IRST , 525001
8803 SE 7. 57 j . C/C.:LEVENS C P . 45 S . TRSTEES
PIERCER ISLAM WA 980'40 ; 933. JASMINE,CCIRCLE
• CCSTA ' AESA A 92626 -
184720-0010-05 j . 184720-0055-05
•
CITY OF SEATTLE CITY LIGHT 880023 GA.fiBARINC;JOEN R0378
PANE 230518-3-301 13038 NE 1G2NL PL
70C 5TH AVE 42808 KIRKLANO >WA . 98033
SEATTLE WA 98104 j
184720-0070-06 184720-0091 2 I
CITY CF SEATTLE CITY LI..1T 880023 MACKAY PMUI F .1R+TAM 4Y LYNNi419999
P1?NC 230518- 302 ' 7240 5 1351H - ST
100 5TH AVE 2 Gd i SEATTLE -ISA • 98178
SEATTLE ISA 98104
192305-9+016-00 192305-9017-09
CITY -CF RENTON 940802 j RA MAC INC 961488
1055 5 CRAZY WAY 4607 4 CRES1. AVE SE
RENTON WA 98055 MERCER ISLAND -kA 98040
192305-9021-03 192305-9027-07
GREENkELL/RENtCN L.L.0 659599 PItR13TT.I LF 719999
P G BOX 2399 17034 56 ' 1841H ST
KAILUA KGNA HI 96745 j RENTOR WA 98058
192305-9029-05 192305-9031-01
t ONNELL FAMILY L L C 639599 FORD LEASING BEVEL CO 873237
9631 5E 71h 51 C/G CUSH6 AN WAKEFIELD INC
BELLEVUE WA 98004 200 SW MARKET ST
PORTLAND OR 97201
192305-9032-CC - 192305-903507
STATE , CF WASHINGTON 1D0891 . CUSHttAN 6 WAKEFIELD INC 930227
DIST 1 DEPT TEAK R/E MS 118 200 SW• PIARKET ST :200
15325 5E 307H FL PORTLAND OR 97201
BELLEVUE WA 98007 .
192305-9043-07 192305-9044-06
RVA CEA:iER L L 0 939559 SFF-A LIMITED. PARTNERSHIP 559999
800 FIFTH AVE STE 3700 PC BOX 667
. SEATTLE WA 98104 PRINEVILLE OR 97754
192305-9048-02 • ! 192305-5053-04 '
WAL-l4.ARI STORES. INC :2516 772067 D1ANLRI VICTOR 929999
PROPERTY TAX DEPT 4303.3 1615 SHATTUCK AVE 5
.BEN1PNVILLE AR 72716 RENTON WA 98055 '
192305-90541-03 19230 -9055-02 •
ChEVRON . SERVICES. CO 650775 DIAME I VICTOR 929999
PRCfER1Y IAX . DEPT 1415 5 TTUCK AVE 5
PB BOX 285 RENTON W - 98055 j
Hal/STEN TX 77001 j .
152305 5058-09 192305- 63-02 •
BORNEL FAMILY L L C 539599 . CUSHMAN 8 WAKEFIELD INC 930227
9631 . 5E. TH ST i 200 SU M KET 5T 4200 •
BELLEVUE . W 98004 PCRTLAND C 97201
•
192305-9068-07 j 19230.5 5072-01 ' •
, CUSHI4AN 6WAKEFIELD INC • 530227 . I' ECt1NE FAMILY L .L C 639999 -
. 200 SW MARKET 51 '4200 - 9631 S 7TH . ST •
PORTLAhL CR 97201 BELLEVUE ' WA 98004
192305 9073-00 192305 5074-09 '
ECNNEL . FAMILY .L L C 639599 C+LSHt4 . ' 6 . WAKEFIELD INC 930227
9631 SETH ST 200 SW ARKET 5T :4200
BELLEVUE 98CC4 PORTLAND R 97201
192305-9080-01 192305 5082-09
GREENWELLJKENTON L.L.0 659999 GREEN LL/RENTGN L.L.0 ' .659999
P O BOX 2399 P G 811 2399 '
KAILUA KUNA HI 96745. . .KAILUA K NA .HI 96745
.
21931070010-09 , I' 219,. 0-0100 3
BIT HOLDINGS '.TNENTY—TWti iNC7799S9 13111. CLD1nui . TWENTY-TWO 1NC779999 ;
444 MARKET ST STE 2100444 ' ?. KE1 SI STE 2400
.' SAi1• FF.A.NCISCO CA 94111 � . SAN FRA CI5CC CA . 94111
296390-0120-01 296390-0125—C2 '
WEIMER 34ICHAEL D . 809999 KAIONA D KEVIN : 729999 ;
625 MORRIS AVE 5 . 1118 OLYMPIA AVE SE ,
' REN1CN & A 98055 RENTON WA 98058
—
296390-0130-05 — 296390-0135-00
NEAP . FRANc J+I3CNNA J 169999 j t MELDRIIF DA1/IC P. 502953
619 MORRIS AVE S 611 1 0RR IS AVE SOUTH
RENT0N W41 98055 RENTON WA 98055
•
296390-0140703 — ii 296390-0145-08
' MASON TERE5A C 699999 j LONG GARY 'A 0378
• 615 s ORRIS ' AVE 5 I . 11404 . 137Th AVE SE
RENTON NA 98055 RENTON WA 98059
-- — —— ----- - ------ ---- •
3023057296390-0150-00 002-01
WHITNEY JAMES . H+FREI HERBE1;409999 ' CITY 0 RENTON . 940802
10070 651 H -AVE 50 1055 5 G- ADY WAY
• SEATTLE NA 98178 RENTON WA • 98055
•
31323t3 —9003700 — --•— 3132305— 0134-09
CITY =F RENTON 940802 CITY RENTON .. . 940802
1055 5 RAOY WAY 1055 5 RADY_ NAY .
RENTOt1 Li
98055 i i RENTON W • ' 98055
302305-9016-03 302305-9018-03 . .
SCHULT.cK JEFF . E .3 E ERNADINE 391230 I I OLSON SHAWN P JAIME C 989999
2921 TALBOT RD 5 I . 3101 TALBOT ;RL S
' RENTCN WA 98055I RENTON WA 98055 •
-- — — — — — 302305-9025-04
30230.5-9019-02
I .
TATRO EON L 81179 .NOBLE _JANTCE K179999
3211 TALBOT RL 5 ' 2819 T.ALIiCT RD 5
RENTON WA 98055 • RENTON WA 98055
- ---------------= -- — — — — •
302305—'5030-07 - —
- ' 302305-9029-00
NINES. IEKRACE t+K1d1HKYN J . 711355 I KLAP CARY+5TRICKER +MARY . .. 779999
4124 1 AL1 GT RD S . 3130 .T ALB01 , R.D: S
RENTON WA 98055 • RENTON WA • 98055
• 302305-9033-04302305-9036-01
FISCHER ALVIN F 502251 . ! I ' GCLLIER N :STEPi{ENIE+TYRONE 489999
3100 TALBOT RD 5
. 2109 iALBOT RD S
KENTON EA . 98055 .RENTOR WA 98055
302305-9050-02 ---------- --- -----; 30230 —9062-0e
HAWK1NS JACK. M+JANE I 709999 • CIIY GF RENTON 940802 •
2825 TALBOT RD S i IC55 GRADY WAY
RENTON WA 98095 f i REtit7i311. A. 98055
31323135-9063—C3? = — = -- 3023135—'5067-133 - --
TIMPONS JOHN • . : 769999 f . 1.AGNU5CN C A 875007 . •
3001 S TALBOT . RD ..918 5 138TH .5T •
REN1ON WA 98055 SEATTLE. WA . • 98168
302305-9010-08 . 302305-9075-0 ;
IMPERIALS MUSIC 6 YOUTH 1 409800 ALRNER DAVI_ _i & JODIE l 459999
2003 MAPLE VALLEY HIGHWAY _
;• 1,07 TALBOT RE - 5
SUITE 213 ; R98055ENTON WA .
RENTON WA 98055
302305-9076-02 302305-9081-05
'
CITY Cf RE .
AON ' sikoec2 SCHNEIDER KATHLEEN E , 862128
1055 5 GRADY WAY 3037 TALEOT R1 5
RENTON WA . 98055 RENTON WA 98055
• -
302305-9085-01 ' 302305-9090-04
YOUNKER RH0NDA 700436 KCHL . DELORE5 550775
1416 102ND AVE NE : 3330 E VALLEY RD
BELLEVUE . WA . 96004 REKTONLWA . 98055
,
_ .
302305-9091-03 302205-9094-00
HAWK FAMILY EAST VALLEY LTD931603 , AhMARCO 219999
22435 SE 288TH . 9125 10TH AVE S
BLACK LIAMCND WA . 98010 i SEATTLE WA 98108
: _ ' •
. .
302305 5096-0d 3023C5- O9&-Q6
HAWKMilli EAST VALLEY LIL931E03
.. Ni\cN.
. HAWK . FAMIA EAST VALLEY LT0931603 -
22435 SE 288TH . . 22435 SE 28 TE
BLACK DIA' •ND WA • • 98010 BLACK DIAMON WA 98010
• , ,
302305-9 5-05 302305-9103-09
HAWK FAVLY EAST VALLEY LI0931E03 . DA . VALLE STRADA 089999 -
22435 SE . 4TH 9125 . 10TH AVE SO •
BLACK LIAM0 ,0 WA . 98010 SEATTLE. NA 98108 -t
302305-9105-0/ 302305-r9106-06
CLIFFORD CEPISTOPHER P 449999 ChINALTIM 6. JEAN ' 439999
0HINN SHER/ J 2115 TALBOT AL 5
2721 TALBOT R0 5 RENTON WA 98055
RENTON WA 98055
— - 7
302305-9101-.-05 302305-5114-06
KREBS FREDERICK D . 1078 - SPUTHAIRTHUR L 6-MARIE W 900589
2103 TALBOT RD S 120. 130X 59512
RENTON NA 98055 RENTOK. WA48058
. .
---. - — ,
302305-9115-05 302305-F911E7.04 .
BERRY JAMES R • 619999 PULER. NATHAN . 0 209999
3129 TALBOT RD S . 3113 . 1ALEOT RD S
RENTON. WA 96055 • RENTON; WA 98055
• .
30230.-9119-01 302305-9121-07
CITY 4 RENTON
\ . 739800 . TIMMONS BOEDI . J+FRAATZ ,ANN765023
200 MIL AVE 5 I30.111ALEOT . ROAD 5
RENTON LI ' . 98055 ; RENTON WA 98055 . .
. ____ _ _,_ •._._ . _
302305-9122-08 302305-9123-05 • ' • _
• PENA ELFER C+EVELYN 0 , . 77A030 . WOE PETER 04WU SUSAN. 0 . 779999
3021. TALBOT . RD 5 3031 . 1ALBOT RE S
RENTON WA . 98055 RENTON WA 98055
. •
302,305-9i3-03 334040-0005-00 .
0IIN 0F ONION 709800 • ; 50C PROPERTY .HOLDINGS . 790062
200 MILL . E SOUTH OPERATION ACCOUNTING
RENTON WA . 98055 . 1155. VALLEY 57 • SUITE 400
SEATTLE WA 98109 .
• .
. _ .
•
. . .
. . . .
. •
. • . .
•
. • •
•
334040-0006-09 1 334040-02.8' 31
SCC FRCFER1 ' OLOINGS :790062 I -621 CCAPANY • , 869999
OPEM1140N ACCO TiNG { 1 F - C BOX 1925
1155 VALLEY ST 5 a.TE 400 I BELLEVUE, WA • 98009
SEAITLE WA 98109 1
- 334040-01425 C2 { 33 040-0585-08
CITY OF R ' °TUN S4O8C,2 ' 1 C.I Y OF RENTON . 940802
IC55 5 L-RAL 4%RY1055 GRAMWAY
RENTON WA 98055 ! RENTON WA -, 98055
•
' 3340401— 010-01 - 334040-1020-09 .
CITY Cx REN10N ' 940602 CID O.f •RENTOt 940802
1055 5 G BYWAY ' I 1055 GRALY W€AY
RENICK WA 98055- . .1 RENTON WA 98055
334040 1065-0S . , i 3340 0-1075-03
CIII - RENTON 940602 . 1 CII • 0F RENTON 940802
• 1055 5 RACY WAY , I1055 . GRADY kAY
44ENTCN. W • 98055 : j RENTON A 98055
i
33410.40—` 076-02 ' 334040-1110-00 ;
CITY .C\ REN-IOW 621138 NU WES1 INC 909999
200 PAIL AVE 5 2125 112TH AVE NE BLDG 6 x100
t1ENION W • 98t355 BELLEVUE, WA 98004
!
' 334040-1115-05 1 1 334040— 120-08
. JELLEY ALLEN 579999 j HANSO4! JAMES :C 959800
1805 LAkE AVE 5 � i 4601 22 H AVE NE
RENIQN: WA 98055 REDMOND k98053
334040-1125-03 334040-1130-06
ElAN50tr JAMES C ' . 959600 ! .HAGEN ALLEN f4 • 609999
4601 229TH AVE NE 1 1737 LAkE AVE 5
iREDMOND WA 98053 11 [MENTON WA 98055
334040-1.131-05 II 334040-1132-04
LEWIS -OLGA t 603847 1 0CRMAN=- DANIEL R+LCIS SWEE609999 '
1717 LAKE, AVE S . 3731 . LAKE AVE . S .
RENTON WA 980E5 1 RENTON 40 . 98055
' 3340407A,140-04 ; 334040-1145-09
LEWIS t GA - R 603647 1 EROWN kAYNE ARTHUR ' JR 6115999
1717 LAK " AIIE S I ' 1711 LAKE AVE .5
RENION WA 98055 1' RENTON WA 98055
' 334040-1150--01 1 334040-1151-00
DELLA R055A EDWIN ! I TGBACCC JANA A 169999
16225 LAKE AVE 5 ' 1 11701 •LAKE AVE , S .
RENOil WA 98055 � I
1i RENTON WA98055
it
j 1-
334040-1160-09 1 I 334040-1165-04 '
BELL RAYMOND L . 989999 1 I ' FC2ZCBON TERESA' C EOA 411740
16425 67H AVE 5 � I 1635 LAKE AVE 5
SEATTLE WA 98148 I ; RENTON WA 98055
i
334040-1170-01 1 334040-1180-05
FRANCHESCHINA P.AR1A C1118 � ; • FRANCESCIUNA. TODD Nk 989999 '
1523 LAKE AVE . S ; i 1515 LAKE AVE 5
RENTON WA 98055 1 ! RENTON WA 98055
I
334040-1185-00 . . . 334040—..11 -03
• ! CITY Cf .F1ENjON' 9408012 HO CHRISTINA 769999
1055 S GRADY `WA.Y 1503 LAKE AVE -. S .
RENTON WA 98055 RENTON WA 98055
334040-1240-03 ' 334040-1245-08
JONSON RAY +\ £ .JULIE A 41106/0 CARLSGN ,HAROLD L 430194
18808 SE 110TH ST 1509 DAVIS . AVE S
' RENTON WA 98058 RENTON WA 98055
•
334040- 246-01 — 3344;40-1250-0U
CARLSC3 HARCLD L 899800 KA7ZER JR KELVIN E+LINOA 0. 269999
1509 EA1! AVE 5 1517 DAVIS AVE .S .
RENTON kA 98055 RENTON WA 98055
334040-1255-05 ' 3344240-1260-08
OLIVER RONALD J J.R/RUBY . N 939559 • CORDELL GERALD A MRS
1521 DAVIS AVE S 1606 LAKE AVE . S
1RENION WA 98055 REENICK WA 98055
33404C-126503 334040-3270-06
KESSLER R1Ct3:Aa(D R+JEAN M 131884 MILLS MARGARET 5 089999
1603 DAVIS AVE S j ! .. 1609 DAVIS AVE 50
RENTON 4A 98055 ! 1 RENTON WA 98055
334040-1275-01 334440-1280—Q4
NIGHT RCNALL R C JANICE A 971165 HUGHES H H 381276
PC 80X 61621 DAVIS 5T . S •
RENTON WA 98057 1 RENTON . • WA 98055
' 334040-1285-05 ' ' 334040-1290-02
57EW:R4LER . JERRILYN E 59A015 , PA4:LMAN ELIZABETH C0580
1701 CANIS AVE S ; . 1713 DAVIS S
RENTON kA . 98 1 RENTON WA • 98055
.
• 334040-1295—C7 , 334040-1325-01
• . TEGANTVCCRT VICTOR 409959 1 ! . RINGER 0 5
1717 DAVIS AVENUE SOUTH ! 1818 LAKE AVE 5
RENTON WA . 98055 1 ; RENTON WA 98055 '
33404G-1:�2@-018-- ------ --- ---i � 334040-93:30—,04------
KENK CK MARY HELEN 949999 ; ! BANE—SAUNOERS KARLA 'R 699999
•
1812 LAKE AVE 5 1 ; . . 1808 LAKE AVE . 4
RENTON 4A 98055 1 . RENTON WA 1 98055
' 33404C-1340—C2 ! ' 334040-1345-07 .
,3ALLES7t1ASSE 8RUNA 719999 . ' CAPELLARC !ANDA H 090048
I304 LAKE AVE 5 1 1728 LAKE AVE - 5
RENTON' WA 98055 ( RENTON WA . 98055
334040-1355704 1 , 334040-1365-02 .
ER1CKSEN GORDON Y 1 LARKIN PATRICIA. L 850401
1718 LAKE AVE 5 � 1704 LAKE AVE . 5
RENTON WA 98055 RENTON WA 98055
' 334040-1370—05 1 334040-1375-00
MCGIIRE, CHARLES III 659959 i ' TH£C3CDCROl3 PETER ET .AL 869999
162E LAKE .AVE S ! ' 11622 LAKE AVE 5
RENIOK WA 98055 . 1 KENTQN WA 98055
334040-13L+G-0333�w0 0-3385= •
�CCC1TE1: WILLIAM DALE ' 429'959 ' I . CCRD.ELL ..00LLY CO280
1612 LAME AVE S 1606 LAKE AVE ' S
RE117ON WA 98055 1 RE11T0t . WA 98055
334040-1385-81 334040-1390-01
tt3RL'ELL GERALD A 'MRS RCEBI115 CAROL 9.1\19999
1606 LAKE AVE S 17207 NE 711-LPL
RENTON iiA 98055 • .BELLEVUE WA 98008
' 334040-1405-04 '• 334040-1406-03
SIARKOVICH RUDCLPH J+LEVERL969999, COUTURE - JACQUES N 589999
810 N RIVERSIDE DR 211 S . ISIH ST
RENTON hA' 98055 I RENTON WA 98055
•
334040-1407-02 1 ' 334040-1520-04
PEREA _JOE 00375 1 , . ARPE KATHY JO 649999
217 5 . 15TH ST 3101 5 14TH Si
RENTON .WA 98055 RENTCt WA 98055 j
334040-1522-02 334040-15.30-02 •
LARSON ELIZABETH A . 899999 ' j ; ROSA ' €(AYMt11\1D 134ADA 'A 6N9999 1
211 SCIJIH 14TH S r REET - 307 5. 19TH. ST
REIl1LTh RA . . 98055 33iEtlT'f�Iti .UA 98055
:33404I-1535-07 -- -- — — -- 3:34104 -I545-05
ROSA 33AYi CLC • C0715 RCA R.AYf4O4D P 800037
307 5 -191i- ' 307 S 9TH
RENTON WA 98055 RENTON - • • 98055' :
1
I '
! 33404C-1550-0? 334011-1555—G2
1 CU57ER RONALD, W+LLRAIf E I 469599 RGSA' YI OND R4ADA' A' • 999999
i
1 . 2451 5ie 172ND 51 ' 307 :5 1_ TH
13UR 1EN L A 98166 1 RENTON' WA 98055.
334040-1565-00 — — — 334040-1570-03
5GRO_ J0EN J. 4 JUDITH R . 775197 13LANCHARD DORA
230 S 15TH . ST 306 S 15TH ST
REN101 WA 98055 : RENTON .WA 98055
,
334040-1571-02- I , 334040-1580-01 1
DUSATC. ii1RG1NIR COBS80. 1 HIGHICN NARY .L .100750
234 S 157 51312 5 151H ST
1
RENTON WA 98055 RENTON WA11 98055
334040-1630-01 1 '334040-2465-09
SUt STCt1E HOTEL INVESTORS L 699999 1 S11YI:ER RIC1 AR.D - M+JEANNE C 769999
115 CALLE LE INDUSTRIAS 4201 • j . 750 RAINIER . AVE. 5
SAN CLEREN1E CA . 92672 . RENTOII. WA 98055
334040-2510-04 — — -- 334040 2525-01
A & M - VENTURES , 513132 - ' M . E. -.A VENTURES 913732
23232 160TH AVE SE . 23292 ' 0TH AVE SE. .
KEIT WA. ' . 98042 • KENT ., WA. 98042 i
1
334040-2545-03 I 334040-2570-01
A C 14 VENTURES 913132' 1 C ' E C . INU•ESTI4ENTISYSIEMS IN639999 i
23292 ..1601h AVE SE 1100 - :MAPLE AVE SW ' •
c.ENI 1&A 98042 ' � RENTON:WA 98055 i .,
•
•J *,;Jt til.A1;, ,,tt lite:;' • 1
r:-b,-n.7 nu!'. . •d1 .ry F',•,»1,411:: 9s •'�`r,
+':I„uj.1. FS• r"�:';fi 54,„1:i� .Y:I�a,
-.Y„ 'se+ .t.a fir•' •.r+�.,y!
S' 2': !I
- �1
'e'^" a
�. .. .fie
r.
A n, •
:V i' :; . i; :i.o-;.,c'• JAS r6tr•
• .i. ;A.j •1:.c.• ` S3'.�F: .:i^�,- 3:7tl�� `d ' �'r h
'k1;.�.,.a,yC`r^'ter_•- }}�,�..e)� $�i o -",;'0.' ,� ._
-• _'f.•. n'i"^ `Y'.• ay�y.f+y .^' y�r .::�: Frlr.: c}'� S- -
a '.Pr. ..d. .a. ' 7 n
1.'.:., R,,;:� �' ,"�y 'a.."y:A.';• r•� r -r*r.r+F ,`t' -e'''''
ar a"
'y', ,k� ,fir n: fa a :'f.
'.• ;::;',.::.Y:.:1:;:::: : ::.:'4,17-4"11.-p.:'," �..'n•'� d ,,. '� nor• '.t. '!'. �0.,. s. r*�,'. .n t� y. u��
^ 91�, ti:^ :r r�xa��y ',�•' r ;1t_at r d , .SF^,
YU, `: At.,:. , :.`k ,u+"4.r.: A�• 1,41.
•r'.io}7•.';i•',.•.i•,r.'tib^ `,.t.',;7 :( '6:4. n^1'.�, �i,, ,'�� f rr`' •.• , —
• .. „ - - .. a... .';4 Y:,�♦ ..-,r. w,a,:'kl-rt 2r•�,��.—. -. ".} r ..? ,n
334040-2580-09 1 334040 -'595- S
M &Ai VENTURES L L C 769559 ! i * M , E : M EN1--ES ' 913732
23292 10Th AVE 23292 1 TH AVE SE
- KEN7 WA 98042 ' KENT WA 98042
. . ,
33404C-2605-00 334040-2615-08
A L N liENUR,E5 913732 10NELLI TERESA K 969999
23292 1601 ; AVE SE . : 20916 KILITARY .RD S
KENT kA 96C42 SEA-TAC kA • 98198
. 334044D-2670-00 ' 334040-2720-00
HUMPHREY INVESTMENTS INC 919999 , BUCK DOUGLAS A C0381
308 k KINNEAR PL PC BOX 28 .
SEATTLE WA98119 . RENTOI WA 98057 .
- '
_. • .
33404C-2740-06 . 33404 -2755-06 '
M S A ENTURES L L C 189559 A C- VENTURES L L C - . 759999
23292 1 ' TH AVE 5E 23292 60Th AVE SE
KENT WA . 98042 KENT kA 96042
, .
334040-21430-07 ! 33404 72805-708
BALLESTRASSE ARTHUR+EDITH .749999 ! BALL 1RASSE . ARTHUR+EDITH : 749999
201 SW 12TH 51 ' 2.01. Sh 12TH ST
KENION 98055 RENTON A 98055
. . ,
3340 C-26.20-09 . ,
, 33404 -2850-02
- A & VENTURES L L C . 759999 . . : 10NEL I . 1ERESA K . 969999
23252 160TH AVE SE , 20516 -'t4ILI1ARY RD' S : .
KENT k . 98042 ' . SEA-TAC.. kA 98198
' ! .
---) -- ,
334040-2860-00 . 334 , 0-2670-08
PIERRE. JAMES P 871145 - ! PI RE JAAES , P 871145 .
PO BOX 27069 . PC 3'C ( 27069
SEATTLE WA 98125 . , SEATT WA 98125
334040-2860-06 ' . - 334013-2685-01
A BALKESTRASSE 9744015 A SVENTURES 913732 '
201 SW 12TH ST ' 1 23292 60TH AVE SE
KEhlOh WA 98055 i KENT - WA ' 98042
' ! .
_ _
33404N425-03 1 33404 -2935-01
BALLES ,RASSE REX 549999 , A . 6 VENTURES 913732
201 5I i2TH ST 23292 160Th AVE SE
PENTQN kA 98C55 KENT k 98042
334040-';945-09 33404 -2950-01 .
•,t
A 8 A 'VENTURES L L C . 169999 . K . S . VENTURES L L C . . 769999
23252 1 OTH AVE SE
23292 60TH . AVE SE . ,
KENT kA 98042 . , KEAT , AA . 98042
.
,
3340402960-09 ' ' ' 334040 - 96,108 ' '
A4 & A '''VENTURES ' 1 L C . 169559 , STATE . , WASHINGTON , 667777
23292 1 ' 1H AVE SE \
KENT WA \\
98042 . .
. . . .
_ .______• . __ ._ _
334040-'5/0-07 334040-3146-04
• & M. V9OURES L L C . 779999 MACGREGOR ROBERTS 860017
23292 36 1H AVE Si 1520 TAYLOR AVE SW ..
KENT kA
\\N, • 98C42 :RENTON. WA '
98055 _
, . . . • -
. . .
• . . • . .
• . .
• . ., . - , _ .
• .
•
. .
. .
•
• . •
•
• . . .
_ .
•
33404C-33C5-01 334C40331! . 9
- STATE CF WAS INGION b67117• I STATE OF SHIN:670N • 667777
•
i
I
1
• 334C4G-3320—C 2 ; j 334040-3325-07
. MAIER 4 S1EEEL .INC 8NO241 H SFRIINGHILL S44C..•CORP %, MAR43019999
. • WOCE ISLAND 4TH FLOOR ; i 10400 FERN S/000 ) ROAD
80 E SIR FRANCIS DRAKE .BLVDBETHESDA 14D 20817
LARKSPUR CA 94539 '
334C4C-3326-06 334040-3321-05
CCt1TINENTAL MILLS INC . 709999 CONTINENTAL AILLS. INC . 709999
PC BOX 881761 PO BOX 88116-
SEATTLE t P 98138 1 SEATTLE— WA R 98138
33404E-3 28—C4 . 334040-3330 CO
CONTIt.E ,.AL MILLS INC 709599 I j LARKSPUR HI PI1ALITY :CO LLC8B2177
Pa BOX (iii 16 l i .77C TAAALPAL \DR; 0301
SEATTLE kA 98138 1 CCRTE MADERA CA 94925
334040-3332-08
— — -- — — ; I 33404+ — 334-06 — •
- — — —
LARKSPUR HCSPI TALI IY CO LLC8JJ2I77 � TOWNEPL CE MANAGE14ENT 'CORP0019999
770 TA:7.ALPALS OR :3C.i 1 1 1C4Q0 FE NWOCL ROAD
CORTE • AALERA CA 94925 1 I BETHESDA 20817 .
334040-3340—C8 1I 334040-3 41—C7
M 6 S INCOAE & GROWTH FUND 8N9999 ll WE 5 I COPE ' & GROWTH FUND 8N9999
80 f- SYR FRANCIS DRAKE 1 80 E Slat RANCIS DRA4<E
LARKSPUR CA 94939 LARKSPUR C . 94939
i
33404C-3500-04 1 1 334C40 545—C1
PIERRE JR1ES P ' .5.09999PIERRE _ JAP4ES P 5D9999
' 11525 LAKE CITY .WAY .PiE I 11525 L +(E CITY. WAY..NE
SEATTLE LA 9.8125 SEATTLE L 98125
3340403555-08 II 334040-3556—C7
PIERRJAMES P 509599 PIERRE JAMES13 509999 •
11525 L E CITY ;WAY WE I . 11525 LA E CITY. WAY :NE
SEATTLE W 98125 ' � I SEATTLE 4\ 98125
. 11 .
.334C4C-3320-02 � 1 33404C-33' 5—C7
MAIEE R . ? SIE2EL .INC 8N0241 1 L SPRI11 G LL S1C.. CORP MARR019999
WOOL ISLAND 4Th :FLOUR 1 10400 FER `EiCC.L ROAD
80 E SIR FRANCIS DRAKE BLVD BE,THESLA 14L . 20817
• LARKSPUR CA 94939
--
33+ 040- 3G-0t;-- — — -- (_ 334(340 3332-C8 -- — — — ---
LARKSPLf HOSPITALITY CO LLC802177 LARKS 13 . HO5FIIALI1Y,..CO LLC802177
770 1APiA PALS OR 4301 770, TAA ffALS ER x301
CURIE 1.A..D CA. 96925 1 . C.ORTE 14AD =RA CA 94925
334040-3334-06 ' I 1 334(340-334C-C8 '
TOWAEPLACE ,t ANA+GEMENT CORi'CC19999 1 M . 6 S '` NNCC14E 6 GROWTH. FUND 8N9999
1C4C0 FERNWO0.D ROAD I . 80 E S FRANCIS:DRAKE ,
BETHESDA ML . 20817 . . LARKSPUR CA 94939
• 3340410\3341-07 1 334040-3605-08 .
A 6 S\\WCCHE & GROWTH FUND. 839999 •DAKL43Y-..THCAAS . R S .. 0578
80 E Sal +FRANCIS DRAKE 1 32.13 KOWIT,AIN VIEW AUE N
LARKSPI; A 94539 RENTON WA 98056
_,.,17,:,,,,,T.:1 •.
r—, M334040—3615—06 "..."; 334040-362 )4 •
. .
644289
° •;14:.i.• SHOHEN LTD
•,;,t\• ':.q.:,. ..''
iltir.,!•.!. ;;1420'. 1.tAPLE AVE SW
6 ,644.2e9 ,
, .„....
. ,r,
98C55 .f...
•,,
1 SHCHEA L . _ .
' . .
1420 MAPLE AYE SW
RENTON WA . .
98055
. .
.I'-. ,,,, •.'''IT77,""717,,:'-'7,717:::.'ra''''.,—.71-1^.,n,,,.7-,,,,,,,_.:17,-,-77:47•-vr,y, 44.,,,,,,,, ,e,,,,=,
P 1 11.•,•;• i
—tif',...
33404C-3635-02
11
1 140RRISON G E EN1 y-, 334040-3645—00 •
„..
401111 . Zi:- . .
. . . . • .
LAPFHERE ENTERFRISES. OF .WA 802320 l'
V-',..:;q1-;•,:1, r•PC • BOX . 142 'X 12520 SW CANYCN .RB
i
.' ',,, '.'• KENT• NA 98E35 !.v: BEAVERTON• OR . . 97005
if:.•;,; ' , • il; '
•
,! -4 334040-3655-07
t : •
' P •
',1, 3.34040-3670-08 • ' .
...TERRACE VIEW PROPERTIES L 1879999 ;:',1 'WASHINGTON STATE PHARMACEUT539999
P 0 ii 0 A 5430 1502 TAYLOR AVE SW ...
11..'1:.• KEN1 NA 98064 IF REP WA 98055
.1,
V),V, '
334040-- 6 34E40-38
90-04
, 390-02
'.,1 • •
. •,;- .
.SIAIE ‘F - LiASHINGION 569e00 f SANFT •LOUIE & ADOLPH . 710058
:i4i.cr iLoi
DEPT 0FIHWA Y ;.. 6120 52NE AVE 5 •
G
OLYAFIA W
. '11:,
98504 4
SEATTLE NA 98118
380600-7-0045-.-01 't 3806E0—0065—C2
GUEP,ONESON EARRELD J 344927 T FACILITIES L -, OFERATIONS CTR9D3540 .
.. 102 LAKE AVE 5 ,)' OFFICE OF . THE EXECUTIVE DIR
4i
, i RENTON LiA . 98E55 ''', • • 300 SW. 77H 51
'..F. RENTON WA 98055
(.• "' • 38060E-0095-06 380600-0105-04.
...,4
ALLERS—BAKER EVANGELINE R 504118 . 3. . AAP VICTORY . UI 81\13403
1,' . •6808 AVE INIER RA
'.1! 81 5 1GBIN Si •
GIG HARBOR WA 98335 -,.. RENTON: WA . 98055
.• ,/,4,
, _ --,,--,—,.-,,,,-,,,-4.,?7,7--7"-.7-77,----7,.-777,7-7-'17-,77,--777 ,,777-7.7F'7751";,,— 7
94- ,,1,1,7 —••••,',,,,s.T. .7,757-:..,•,:iy,„; ,. •-'r. r.,r,,,,,c A.,,,„..• ,r,-,.•=1•7;•<:r4zFz•m;•x7m•-•zrr•r,r7=7-r;•fr .
WI!
r
. , •
•
•
..kc •
380600-7-0110-r01 fil, 3806007011.5-02 . . . . •••. :
d .1
GRAY MARY 6D9999 ,g,. - . L'GRAY '..NARY ' 6119999
1
25711 SE 208TH ST 1.7"f.. . 25711•:..SE 1i -2081ST .M 98 C38
MAPLE VALLEY WA ..ikcAFLE , VALLEY • WA 98038
c i i‘ii
• Y '
411,
,
•,.a. /' 380600 120-05 .- 722240001410-,01 .
i IL . . .
rep;11.1 '. ALLERS BAKER EVANGELINE R 504120 pi; FORD GLEN . , .. ..
873414 •
:','411'k'':• 1 , 6808 RA tIER AVE '•-14) . 1925 SEATTUCK . AVE S '
GIG 1;i • . .
. HARED NA 98335 :''',* RENTON. WA - - • .' 98055
".r.
i'lki"7:;-;.!, - 4. •.' .'
',.v.
722200-0429-00 ' 722200-r0430-07
;1.,•, •
KING 5 Li E 9N98E 0 t!i;., KING BUD 959999
,,...•,-* r.- ..rt.i
26120 SE 216TH ST
. , oy •, ';i',. c 26720 SE 216TH ST' .
MAPLE VALLEY WA ,
98038 ''..• . MAPLE VALLEY •WA
•-i.‘ 98038
. .
• 4. •
.:,..'1
' ,1 722200—G510-0C . 141; . 722200—E511-09
ROSA RAYMOND 1276 ',:r!, •GREGCRIS ERMO E1074
-..,
307 5 191H • 41. . 223' 5 19TH 51
•
' - I RENTON WA 98055 • 'j'l" • RENTON WA 98055
,..A
•i
... •
•" 72220E-0512-08 )'1 723200— 010-0.3•
. GREGOR15 ER0,11 •,. RUA CI EPA L I C . 939999
i
223 5 1.9TH 51 1: BCC FIFJ AVE . STE 3700
, 'RENTON NA • •
7 9
8055 .1'.: SEATTLE W 98104
„:_„: .:-=,„....•-•-•_••—7.---75:—11•7'-'7•7--.;
---'77'17.-77-'7,727— :,.-,.,.. .1.1.,:::_,41,:,_---
r- ! 723200-r0020-01 -ir.,1] 784130-0035-01 • '
. ,
RYA OFFICE L L C • 939959 iCORP CATHOLIC ARCHLISHOP . 677777
800 FIFTH AVE STE 3700 . l
4
.--k Si ANTHONY PARISH 377-058
SEATTLE WA 98104 .I.: - 191C IMARICN
i .
SEATTLE NA 98104
. • — , . . .,.__,
. .
. . . :- • • , .-.•--.,..:-. ..-‘,7.-..',.:- ..7.” • ..7-'',,,'..',,:.s:1,''-'7:-77....i',.7'1511: !'t%I: I- .1;1', .•.1,,:.',. e- -4,11'"fri.,4,-i..,..tH•
. r ...• .:. -.-.......-.:::•,:•;-..--,•. ..:::....".-:-..::••;*-1-:::-:-.:•-::..:4'..; ;;•.:. .:-...:.•:.,:•,••,...i:zri...:.,,,,:;.,.1.1 .:,- ,•ep-:,•: `. ::4., gu 4 117,,4 1:„
• •• • •••• ......•,...-•_-:.....-.....-:..7.-:.;1': -":::•-•:---•.--:::;:-1-:-/...::?'•:•,:' ,':-.7•.1Z7-:t'.)::•:,.:-..",r:.;•,:,;,:•'3,i,:' ,'40;P,,,,,t,K;41. .. ,l'Sil';,. 11.14.14*,
•• .••...."::'.".•....:..".•::'....:.-::": .:•.:..7."••-••.,7•-::••:;"•':••::,ti';!••:;-•:`'''',•7.-''-',-.':,'.'....,'''i'O'ir.,j'i'..irt*'•,r, , ' .',:,rletlfiyaMVItriir
. .
•
. . . • . , - ' ..•".:.- -.::.:-:-.':•-.•:-",:,-;"---.! -..:•:',:`,...':•‘1:.. ..:.-....:,'",':1,7 ',.::',7.:;-.."•-...'/.7,1....'..7:-!•.Fr,!•1 " ,,, .%, 01......t ,1" ,,1--!0%.
... ..... ' . ... ...... • .. •••... .• ... 1" ..'..•:r-;,••,-,...-••%.,-;;•'• .11.,, r;rr:Y.;•:*' r .:..i it <'•V 11,1.fi
,- . • . .:::::. : ':::::::.".::„•.••••:::': •I.:::-:•....'..1•:?1:".-::.i:.•7':".e.2;:"':-':::••••:.•......,'•'',.:.'1,:.:.•':I'T:i. If f,Jr4vi•A;
. ., .. ... . ..:......,..•... ..-...-::....-....-...:....-..-........:_.:-.....,:..,..-.:.„-::.:,.. ...--:-...,-:::....:-..,..,..,..;:?..;;, ..,:;j'i!f:i.t.%::,111:".eArVkii4,?!
..: , ..•.•..,....•:::.........-.-..f:-.:-..:.•;-:..1:::•:..:-.,•••;:::-7:::.;••.:':-;:!;-':;-•::-.'•.•;.':•.;r:::%.:''.:17..!•::i•L`::11;•;:i ,5.'44,4tt'•-• ''a:-7.'I:";''''r
. • •. • ... ' r•, •:r''' '•-•.:-...•-•::-.•';':::-'::.:;••'-'••••:."-'•••••••••'-'::.•-••••••':':::•::(•-•••::`•'c:'•V::-..:-.,-.:',..:•:••••:•'::':•:•''•••;::7;::J•%':6I4V.0;iSilitky' ,.11•,.:,e)q4,14,,' ,4,),t:vdi.1
. r • r. .. - • -• : •..-... r:• • -...'... • : - :.''• • -rr; •'- '.• 1%.;.-•'rr1.4.7.•:', :.4.'„t-e: ql, 1 44 1..,,g -m,
. .• . •-...-..-•.-...........:..•.-•:......;-:,.....::-:•..::::.:1-..•:::..;••:-.-,•-••:; .•;.•;•••.•••....,,,:',.::,.,:••:.:, ,,..4,ir•.1,...:;.,4.,-,',',hq:z,ii,fi.','J",''. ' 4 li4-
. ': ..:: ,. . : _...:::::::',...;:-.:::•':.-:::!..--.•-..*....-1.:.-i:..;f7f7.4";,:::::<:,'.,::•::::7.'•;::`.: ::!`-%1..:;;,..i::4). • ::67;:'-.'`.1:,!7'4'ii't..,',:i.•;,',1" .';';'r,eA
• -: .•-: -.:..- .-:::••'-..:•-•:::::::::•:;.:.-.--;.....7- ..•••••,::,::::•7.:-:-.-----:::::.-.:•'...,:;-.:.-:: ::;,.,..,..,.:.::%.: ::,:,'-,.; :3i,!::-...;, -1.4.-.:: ::,':::;,,,, ,•410.,;:#•;r
• .
. .
• : ••r• : ' •••••:•.-...••••:•.:.-%'•••••;•••• :re-.---••:,-:•••••...'•••••••-•::-.,:•:-,•••.•:••••••••.'.;:•':•:,.. .-',• -7 1:•-;::•-•;':-.'•,'•••:,z.:r;':'..,•.:1:',-',-. •:!...'e.:,::. .;,?;
. :. •: ....:•:::::,::•::.•:•:::....::- •..... ..:-.::::•••.:.-4:'•:-7..•.'::;:•••;•.:[-':•.::::•:::::::::•::::'•.':, :.•'.::•.,••'.-.-i,'........:1',::•.,,-;.,....;:,....,,,,i-:-,.. ,f:!. .4
' ' • •
' . • • • . ....••.••.•- ::•.•• .• •. •.....,.......:.-........:•:.•:-.•:•,.......-'-r-:•-. ....•••••••,•••••: :.:::.•::.4:OM::.::i.!:11?.:a...!....Iiiti,:,.4%:.1V" -1Ed
I .
1 784130-0130-05 ' 784130-0; —03
M9AFFE0 ENOCH V 959999 LCi1'G DAVID 210525
400 SHATTUCK AVE 5 . 408 . SKATTUCK AVE . S
RENTON WA 98055 RENTOf WA 98055
784130-0145-08 ' . 784130-0155-05
SHERIDAN PHILIP J 332031 TRAXEL D E . 501276
2016 S LOICILE '5T I 418 SHATTUCK AVE 50 .
SEATTLE WA 98108 • RENTON WA 98055
784330-0165-03 784130-0170-06
• NEWMAN PD1 M O JEAN M 061611 NEWMAN, BOB A . 131229
5203 116TH AVE SE 5203 . 116TH AVE' SE
BELLEVLE ' 1 A 98006 BELLEVUE. WA 98006
784130-0175-01 . 784130-0201-09
LENAS1ER DONALI;. k+BRISCHLE 879999 LEt?AS1Ett L'ONALI3 R+.BRISCHLE 879999
451 SW 10TH. ;8220 - 45.1 5L 101H . 220
kEhlOK WA 98055 AEVIII WA 98055
•
784130-0206-04 : 784130-0215-03
kAR2ECHR OTHMAR A 612344 1 FAKHAtt2M EH K HADI ' 660758
433 WHITWORTH AVE S PC BOX 78404
RENTON WA 98055 I SEATTLE kA '98178
' , 784130-0220-06 ; 784130-0225-01
CLAREY RICK G+STEPHANIE A 659999 I I BEK ETT. LOt1I5+ET AL 4599.99
.419 -WHITWORTH AVE S j 614 - 5 18TH ST
REtl7Gi WA 98055 RENON WA 98055
784130-0230- 34 --- 784130-0235-09 — -- ---
WIEiIKE i4ARK J+5HELLEEN MARI539999 GOSCIEkSKI DOM4INICK 'S
415 WHITWORTH AVE 5 409 WHITWORTH . AVE S
RERT014 WA 98055 R ENTON- WA. ' 98055
.
•
784130-0245-07 . 784130-0260-07
DEAO:Y HAd2t1LG A BURR KENNETH. H 119999
407 WHITWORTH AVE 5 I ; 500 WhITWOR.TH :AVE 5 '
RE1ON WA 98055
t RENTON WA 98055
' 784130-0265-02 . 784130-0270-05
ZIEGLER PHILIP' . • 981860 KRAMER ALBERT . H . ' R0275
504 WHITWORTH AVE S : 510. WHITWORTH AVE : 50
RENICK 1 A 98055 ; RENTON WA 98055
,
' 784130-0275-00784130-0280-03
SCH-i MDT ANN M - 659599 • MAMDIN R0ChELLE 499999
512 -WHITWORTH HITWORTH AVE 5 ' . 7325 44TH AVE .SW
RENTOR WA 98C55 SEATTLE WA 98136
784130-0285-08 . 7841.30-0290-01 .
A4CDC4 ALL' LIAOA'• D 679999 GIULIANI JOHN - R. JR. 159999
520; WHITWORTH ,5 812 NCR-TH . 151
RENTON - WA 98055 j : RENTON WA . 98055
784130-0295-06 • , 784130-0300-09
1 MOORE LINEA' A . 5N5999 j •MA1THAI R .k O . LOIS M C0179
530 WHITWORTH AVE S 532 WHITWORTH
RENTON WA . 98055 KEttiT01 WA. , 98055
f
I 784130-0305-434 .78413003- - 07
• 6ILLi6A14 KATHRYN • KW1ATKC I GREG 309999
538 'WHI1W0R1H AVE S 2901: MILL AVE:',5 .
' RENIOt► kA 98055 RENTON WA 98055
' 784130-0315-02 .784130-0320-05
SATIN FRANCIS N 809599 HENRY LORA + t3C33ERT 461022
114 E 3RL 51 o f4ONELLI EMMA
CLE ELLM WA 93922 ! 545 F0RRI5 AVE . S
RENTOR WA 98055
784330-0325-00 784130-0380-02
PARK 01.15 fk 6 SHIRLEY J 001422 NEE RICHARD M 411435
. PO BOX 2259 13501 SE 25157 PL
. QUA.R12SITE AZ 85346 KENT WA 98031
784130—G385-07 :784130-0390-00
. BOICY JOHN 910E80 . BRC0G(5 MYCHAEL L+JEANETTE E199999
2715 SEALY LAZE 520 SHATTUCK AVE S . ,
WEBSTER IX 77598 i . RENTON WA 98055
784130-0395-05 764130-0400-08
S1GLLENMAYE i WILLIAM 695299 OBR1EN. AfNNJ 742116
. 526 SHATTUCK S 4/1 i ; 530 SHAT7UCK AVE S
, RENTON GTA 98055 j RENTON! WA 98055
784130-0410-06 784130-0425-09
HAGEt! ECRIS M 173348 GCR.F5 LARRY 8 SONJA 8N3820
540 :ShATT1tCX 5 2801 NE 4TH Cl .
RENTON WA . 98055 I , RENTON WA 98056
784130-0430-02 . 7.84130-0435-07
- ABRAHAN FRANK 57A015 j -PRIMMER FRANCIS' . 709999
543 WHITWCRIH AVE S 40 ( 12227 142fU AVE SE.
RENTON WA 96055 ! RENTON WA 98056
. 7841.30-0440-00 ( 784130-0445-05
BAKER JESSIE JOY 519599 FAUCHER HARRY _ LEE 440203
•
535 WHITWORTH AVE 5 . 525 WHIT~ ORTH ,AVE S
RENI4ii1 kA 980.55 ! RENTON WA . 98055
•
. 78413+0-0450-01 ! i 784130-0456-01
CLAR,KE EUGENE C 579599 SATIERLEE KENNETH 1!4 089999
525 WHITWORTH 5 521 diHITWORTH AVE S
' RENTON WA 98035 E RENTON WA 98055
784132-0460-05 1 . 784130-0465-00
KENT ISLAY 1E 409999 FREI.. HERBERT A . 580785
517 WHITOWORTH AVE S 611 1/2 . 5MITHERS AVE 5
RENT0N WA 98055 i. ' RE11TGN WA' 98055
784130-0410-03 ! 784130-0479-04.
4'ETER5CN AARON S 3N9999 , . EINSMGRE CORCTHY 972394
505 WD,.TTWCR.1H AVE S i ; 16651 15TH SW
RENIGN WA 98058 j1 SEATTLE WA 98166
•
784130-0480-01 j 784130-0490-09
CASINER PETER M+ROSINA M 759999 i SCHWAR.1ZENBERGER FRANCES 060927
3436 BEACH ER . SW ! 1 601 SHATTUCK AVE 5
`SEATTLE WA 98116 RENTON WA 98055
784130-0495-04 7841.30-050" -7 . : I
-
IRAM.E0iEIYA .HERRAN+SHAF 659599 . TARBEf4T. V R4NANCY LYNN , 769999
17829 155TH AVE . SE . 7. NE44FGRT k EY
RENTON NA 98058 BELLEVUUE WA 98006
784130-0505-02 784130-C51C-05 .
' i CHEUNG JOE U 81395559 ! ONSTOTT RONALD. J 00979
616 Si=ATTUCK AVE S 626 SHATTUCK S
•
• RENTON kA 98055 i RE(4T0N WA 98055
784130-C515-CC 784130-0520-03
KONG SH.ELL1 E 930708 HUTCHINSON LOLA H • • 869999
CCRB3(!. JOHN D 632 SHATTUCK 5
626 SHATTUCK AVE S RENTON WA 98055
' RENTON WA . 98055
764130-0525-06 7 ;413010..35-06
i DONNELLY MICHAEL I 74094 .. FIELD FREEMAN +JUDY 839999 !'
KINFC CYNTHIA M 311 SOUTH 6.1k•
23326 SE 161H' FL RENTON WA , 98055
ISSAQUUAH WA 98029
784130-0537-04 784130-0540-09
BLQCN MICHELLE . 940174 • MILLER ROGER K+UARLEAE K 962531
RUSSELL PETER I 618 MOSES LANE SOUTH
211 SUI I41 i AVE . E 4414 . RENTON WA 98055
SEATTLE WA • 98102
' 784130-0545-04855700-0020-06
I
SCHARTZENBERGER DENNIS CRA299999 I .HINMAN EOR+P,RS 969999
GREGORY WILLIAM 2323 TALBOT RD 5 •
20106 SE 210TH RENTON WA 98055
MAPLE VALLEY WA • 58038
855700-0030-04 655100-004C-02
WILLIAMS ISAIAH D+VELECIA M6095'99 I NORRIS LARRY A . JR+DELORIS 0739999
2332 TALBOT CREST ' DR S j 2402 TALBOT CREST - CR. S
RENTON' IAA 98055 RENTON WA 98055
i -
855700-0050-09 855700-0060-07 ,
FOR EE171 . J 409559 CHINN DEAN • .N - 109999
2406.. 7ALBOT CREST DRIVE SOUTH 1414 . TALE©T CREST DR 5
RENTON WA 98055 . RENTON. WA. . 98055
8557110-CL'7t1-015 i
- - - - - - --
855100-0080-03
FGU(4TA3(1 . BARRY . B 0477 . , HANSEN RCDIgEY E DEBDE .. . 731765
2420 TALBOT CREST DR . • •. 2500 : TALBOT CREST DR
` . RENTON W 98055 .RENTON WA 98055
•
855700-.0090-C1 855700-01000-09
EVERSON RANDALL L 1077 SARGENT JOHN C+JENNIFER K 719999
1 2510 TALBOT CREST OR S .2516. 1ALBUT CREST . LR S
RENTGN • 0iA .98055 • RENTON WA • 98055
855700-0:110-017 _ .- -------- --- --- -..I. 455700-0120-05 ' --- •
-
LON.LARLI LEONARD S 219999 • MURCHISON: JEFFERSON G+MYRTL129999
2522 TALBOT CREST DR S . . 2528 .. TALBOT • CREST Oft •
. REN100f1 WWA 98656 ! RENTON WA 98055
iI
855700-0130-03 855700-0160-06
KLEINBL DONALD F 00277 I- ' MORTENSEN : PETER B 904319
2606 . TALBOT CREST DR S • ' PC BOX : 89
RENTON WA • 98055 i' NEW CUYAPA CA 93254E
t
ITV;.(.855700-0110-04 855/00-0180 :
„I,
.. •
. /.:•.1
• HENEERSON CHRISTY+STEPHtN 719599 ' 4146N0 WILIr'REE0 739999
2325 TALBOT CREST ER 5 ' 1:' 2331 TALBOT CREST ER S
.-Ii':•'. , .
RENTON LA 98055 - RENTON WA 98055
71 • 'I'
•,:. . .
oi,-41,,,,,,.-.1 7..,=ria,,,,,,,,, ."•• •LZLL'S.Z.'".r7iF,TL•771 'r..,,'••••• '---7:=2. , ' - 11..,..f:',.".E7=== ''...•=7.-'7'.--1-..t..litilit.''''"i' LLI,'l's'•*"•-.1-A'-'=•,%"•"1,s,''',rA%"I;•',..= ''''.7-7-71-r-
fp 855700-01SO-00 • • 855700-0200k18
SAUNDERS KARALA D+CHRISTOPH209999 _ T FRANGELLO WILLIAMJ '. • 679999
w 2331 TALBOT CREST CR S .
r 2401 TALBOT CREST : ER S
•'.'il•f
RENTON WAf98055 1 - RENTON WA 98055
. .
0:7;q,c '.,
iili. : 855100-0210-06 ' 1 855700-0220-04 .
, !!
1 NGUYEN RIM ANH LE 609599 1!.." "PICKREIGN CYNTEIA : J . , 889999 .
240/ TALBOT CREST DR S r , 2413 TALBOT CBEST . ER. S .
-0 .„k. -RENTON WA 98055 ..,,
RENTON WA . 98055
ki, .,__4 • - .,
----
t.A:.. ., .,.
855700-0230-C2 . t 855100-0240-00 .
:' .
I
E5PEY EIAKE - 829999 1, WILLIAMS. BARTOW: JR4KINNIE L859999
1
l' t • 2419 !ALLOT CREST ER S 4' . 2503 TALBOT CREST , EB-S -.
RENICK WA 96055
:ii :RENTON. WA 98055 •
,ii,„,''!Ci',: • If: .
'•:;,,,•,r1". 777.‘7,----7C;••: '•'` • •7,-F7-,:--7-""•.7•-=''''T'=''''•-'----"7,7-'77r:---7.=• •,. ,-,..„•i•:,, .1.,,,_4•.,4...1!`,.3 4..377,,,,,.,/... ,-..crn'751777•TXr7177.7173-`,1717777.1',711-•=- 4
855100-0250-07 '!4 8551GO-0260-05
,...
Ms . CUAMINGS . OAYMOND* RI
MALYN L 209999 ,A1 ALSTERBERG ROBERT 1 279999
. 8O
2509 TALT CREST DR 5 • P, 2515 TALBOT CREST ER . S
Si .
,-,•,-,. RENTON WA 98055 RENTON WA • 98055
e
1 . i]
lz
Ilk . 855100-0210-03 • :'.. 855100-0280-01
NESS ROSEMARY .
832030 ',.;•:t. HOL2BOOG - EXVIE ' S+APY L 609999
:;,,,;•1: Lip
,:,
2521 TALBOT CREST DR 5 ' 2527 TALBOT ' CREST - EB SO
-1,
RENTON WA 98055
RENTON WA 98055
- ,-, - - , .-,7- . ,__.--.!.,,,, .1.1. 7..-----,-=.1.,,,,, ,4-,,,--,,,z,-,,-, ,.:: =•'57-r-77rj'-77-Srn
':':::'r!'1., •r V
855100-021e-094- 855100-0300-07 •
TRAVIMANN . JOHN F 0578 .;t, GCLEMANN CHJ
ARLES . : 969999
.,
P''':1;: 2601 TALBOT CREST DR S 4 2607 TALBOT . CREST DR . 5 ---, .
RENTON VA 98055 lyi
RENTON WA 98055
]
'ft'l,r
lo, : 855100-0310-05 .I., 855100-0320-03
,.,
.4 ,' MCCLAIN CHARLIE W+ARNETTA 0799991.,.:
1 HE OSCAR F . . 760634
2613 - TALBOT CREST SCR '41k HEI C J
..i'-
HL RENTON WA • 98055 2619 'TALBOT CREST DR 5
RENTON- WA 98055
"
Ak , 855740-0005-01 855140-0010-00 ••. .,
S . BENTLEY PAUL 991300 • MEGNTRY 504EETH M+ROUNTRY Y969999 •
,2123 SHATTUCK PL. SOUTH 3802 ''9i'® ST hE 48
RENICK WA98055 ,
- KENT WA 98031 .
V. .
855740-0015-05.
[
66350-0005-05
i;:.
.,
. .
.. 0.L , WILLIAMS Lek 0 679999 -., CUOKS . JAMES Vii-BEVERLYA: 679999 .1
',i',1, r .
;;,:,*, ., . 312 SHAITUCX PL 5 • =t, 14112 1464h PL SE
BENIGN WA 98055 • "t RENTON WA 98059
t;1.5...- - • - -- " - ''' ' - . ' .- ' '- — *--------'—`-' "V- - ' '- —
866350701015-031 86635 -0135-08 •
,.!
STARCEVICH GEORGE I 012330 ':1 STAR ' 11ICH . GEORGELT 012330
,
PO BOX 220 PO BOX 20 .
',' •.
l'7. JANESVILLE CA 96114 T, JANESUIL E CA . ' 96114
,
7:-..!:,17;,"-r.7----"--7--7,
hl 886050-0050-00 • 886050-0060-08
LANEMARK HOPES INC 8598 • AK00 .'l.::
- J -WES . HM
OES INC . 012250
-0: -
f 2715 64IH AVE NE 8019 118TH AVE. NE
--,
TACOMA WA 98422 KIRKLAN :D . WA 98033
..... `r.1 • ;
::7-7. ",'tat,+,;T:LfZp=7.'W-TR44,7fi '.1v- ILii,i5t7,;91i7:7r,,IMMIPTITIn'.:.',.,4':.- 1
. .• :..: •: • "';.::.:-.....:'1 1.:.• :::'..: '.:.::.•' :::::1:':::...::.::.1*,',:.'..,r f,R::,,,j..t,IV;:,, 0 ii•, ,15t,:'. 40:1;.,
. ..•.•,..-: . • ...• •..:;:!:...;;•:..:., :1;•f......:,'. •::.'....;.:.,:•::::.,:;If...,...,!:,,n,• :.:';•:,';:'41. 7:.4!.it04. ;,,i;11'41';P`';i' ;!,
• ":: ... .: .. S•.::: • ..::':C::•.:"::"..•.:.'::.:. ..'....:- ";:'::'•::::'. ::'.':.:'•• '..:-';'(''J'.:w.....•.i''‘I''t;...':.'.t 0.',V.: . :tiP t!,4.IA'vAi
. . , . ,.. .. •:. . ..*. .:•.::•:•••::.•:•••, ::.i:•......":-.-..: .......:...::.:.:.:. :...:!!. .!.::.: ::‘,:;•1%4:,,,',%i'::1; ?:,, i,',•;:: ,;;1;',1A,,&
•
• .
. -: :.•:-.. : . Y.....,....':::: :::: ::.: :::::::."::%%.. ..0::!*:,! :.:.:.:. .; ,',,:k'•..);,-1.4..::-,*
•
. •
. .
. .
.•
•
. .
. .
. . : , -..':". :.'• •:::::- ..%'.. . .:... ...:::;'.: ',%:... %:'A' :, !',
'H 886058-C878-06 ' ' 886e5q-c ....04. '
JAN-WES . HOME5 INC . ' - 012250 'LANDigAnw. -HOME5 INC • .859800
8015 118TH AVE NE 2715 4TH .AVEAI1E
K1RKLANE WA 98C33 i. , IACOMA A • 98422
.,
- 886050-0090-02 k . 886050-8108-00
LANEMARK 4iOVE5 INC 859800 H LANDMARK , HCME5 INC 016776 981706
2715 84TH . AVE NE i C/0 ! EXECUTIVEHOUSE INC
TACOMA kA 9822 .7517 •GREENWOOD AVE -.NO
1 SEATTLE WA 98103
- - --• - ,,-- " - '
886050-C 110-08 886850-0128-06
LANEMA k HOME5 INC 85980C l-iINN PARCUS 9D9999
1 \ AV
275 64 ' ! E NE
H 21017 ' LAVIS AVE 5
1
TACEMA NAN\ .98422 ! RENTON WA 98055
. _
88605C- 130-Q4 1 886 50-r8148-02 •
,
' . LANEAA X
HC -E5 INC - 859800 ! LA ' MARK .HOMES INC . 859800
2715 64' ' AVE NE ,
. 2715 . 64TH AVE ' NE .
TACCMA . 4A • ' 98422 1 . 1ACO1WA 98422
. i
•
I
sa605c \c15c-4)9 , I . 88605 -7.0168-07
LANDK' X HOMES INC 8594880 I LAND RK HOMES INC - 859800
2715 64' h AlIE Ni : . 2715 4TIiAVE. NE
TACCMA - k , ! 98422
'TACOMA A 98422
i .
•
!
., 886050 '0110-05 1 88605 -0180-703
LANDM- X HOMES INC . ' 859800 1 LANI1 RK HONES ' INC • 859800
2715 64 H AVE NE
2115 6 TWAVE - NE '
1
TACCMA k S8224I "TACOMA 98422
1
. 88605 -C190-01 I ! 83605 0200-09
LAND. _RK HOMES INC 859800 1 - LAND RK HOMES INC. 859800
i
2715 8 IH AVE NE 1 2715. 6 THAAVE , NE • -
! -
TAC.ONA k 96422 1 , TAC0MA 98422
. .
. , ..
-I- i
: 8868 0-0210...07 : 1 . 88605 8220-T05 '
LANE ARK HOMES INC 859800 1 • A.AND . 1:IX-HOMES INC 859800
2715 L 1H - AVE NE '2715 -6 !••AVE NE
TACOMA ! 'A . 98422 1 ' TACOMA • 98422
-__
1
. . .
-----.
, . 6860-0-C238-83 •H , 88605 ' 0350-07 . ,
LAN ‘ iii< HOMES INC 859800 1 •LANDMARK . HOMES INC '869800
2715 6 TH AVE NE
. . 2715 6 . h AVE NE •
TACCMA 'N 98422 L TACOMA 1 98422
889'98C-8010-05 i , 889500-8820-83
5M11H . LON C - C1.118 ; LEMKE REEECCA .A+DALE • M 459999
1
481 5 26TH 1 • 403 5 26TH 51 . .
RENTON NA 9 :8055 - 'I : RENTON ! WA .
, .
• 98055
_ _ _____ _ _ . __ ____ _____ • _ _ _ ___ --------- '
--- 1 — --- -- ----
! 889908-0038."01 1 889980-0048-89
ROBEKIS MARION . J*KIMDERLY F119959 . • ANTRIM JAY S+MICHELLE A • 3D9999
489 S 26TH ST ! - 2601 SHATTUCK!CT ! 5.
RENICK kA 98055 RENTON WA 98055
I .
I
• ' 889908-0858-786 . 1 ' 889521-0010-00
1
SMITH NARC1AA ' 914055 1 OREGORIOS ' EMMA G . 869999
2681 SHAT1UCK CT S i . 587 .5 . 27IH P1'
RENICK WA ' 98055 1 . RENTON WA • . . 98055
1 . .
. . •
T !
• . .
:. . .
• . • ' .
. . .
. . . .
. .
. . .
. .
. • . .
. . •
. •
_ .
llk 889921-0020-08 • 889921-0030-06 •
-
MUNC2 REMIGIO RUIZ 259599 k . RUBALCA KARCCS AltREMALYNN949999
. 27CS WhIllaRTH AVE S 2115 • WH—ORTH AVE ' S
11"
AA:1 RENTON WA
98055 *
RENTON WA
• 98055 •
, • 88S921-0040-04 T4-. 4589921-0050-01
JONES .PAMELA 699999 ;.j; COLEMAN GARY . E
E0181
2801 WHITWORTH AVE S 2807 WHITWCRIH AVE. S •
RENTON Li 98055 p REGION WA • 98055
[4
'''' 889921-006C-05 1'i 889921-0200-00
HU jOhA ChIb-AN 079599 I. RIORDAN FRANK H+OANETTE L 309999
!. IA 1- ' L ( hf TI 11607 St: .!haib
00i4 ii44i0J40. 6(4: C(fht 46
In IN u.
•
ollJr4 croo ft lo.1 141 '
1411f- 'W Pill 14 Ii C91991) 11-ON( SAI IAN 9D34A4
517 S. 315 , CJ U AU WA1 TONI/ TONY
RENTON WA 98055 i PC BOX 6816
BELLEVUE WA 98008
889921-C800-04 • 922090-0005-63
• PAPS( o1CIUIIA hOMEOWERS cuael WASHIN1ON DONUTS INC 4N0986 '
PO IOX 1104 BOX 311 RENTON 4;4585
RERUN WA 98055. RANDOLPH MA02368
922890-0015-C1 ; 922890-0025-09
J j INC 633e70 ! BLENccE hARRV A C JANET 349999
5641 PLEASURE PT IN 112 MONTEREY DR NE
.BELLEVLE WA 98006 ; RENTON WA 98058
92285C-0035-07 9228940-004 -05
BLENCCE HARRY A & JANET 349999 BISHOP OF CH JESUS CHRIST 677777
• 112 MONTEREY DR NE SOCIAL SERVI5 CTR 00072=1140
• RENTON WA 98056 50 E NORTH TEHFLE
• SALT LAKE CITY UT 84150
922890-0065-00 922890-0070-03
MARR GAVIN 971464
EV0Y TIMOTHY 971811
SCOTT DRY CLEANERS 15310 SE 256TH ST
• 201 S 4TH FL • KEAY WA 98042
• RENTON WA 98055 •
00000C-0000-00
;
-.'-"^"****4****44.4.." I
•
.... ...... .....
•
•
•
•
•
•
•
• •
•
•
• •
•
•
•
•
•
•
•
•
•
• •
•
• •
•
•
. . •
• •
•
•
•
• • .
•
•
•
• •
•
•
WiaWashington State Northwest Region
Department of Transportation
Sid Morrison
Secretary of Transportation
DEVELOPMENT SERVICES
CITY OF RENTON
FEB 17 2000
February 10, 2000 RECEIVED
Jana Hanson RECEIVED
G
Board of Public Works Director
City of Renton
Renton City Hall - 5th Floor
1055 South Grady Way
Renton, WA 98055
Re: OL 3704
SR 167, I-405 Vic. to SR 900 Couplet ACP Overlay
Dear Ms. Hanson:
Pursuant to the city of Renton request, regarding our noise variance application and the
scheduled public meeting of Thursday March 2, 2000, at 7:00 PM: It is the Washington
State Department of Transportation's (WSDOT) responsibility at least ten days before
such a meeting to provide written notification of the public meeting to any resident,
property owner, or business that will experience an increase in noise, or potentially have
an increase in noise, such that this variance will increase the quantity of noise received by
the property owner, resident, or business. I hereby state that on February 10, 2000, copies
of the attached notice were mailed to all residences located within 800 feet of the work
area. A copy of the mailing labels, obtained from the King County Department of
Assessments, is enclosed.
�``‘.R 0 is "V 4"I,
Sincerely, �`v� �SsioN oo „,
erc,°� MOTARy 40%*y
BRUCE P. FARRAR = **%0 Pus .”
•
Air Quality and Special Studies %d���,, 10`,
Program Manager ,hOI IVAts nN1+��`�
BPF/jch
Attachments
cc: file
G.L. McKee MS 136
Joe Scanlon MS 51
FEB- 9-00 WED 11 :56 AM V SDOm ',1YTON 5TH FLR FAX NO. `l" r. 4
•
17/04
Washington State Northwest Region
�I/ Department of Transportation
Sid Morrison
Sec•etary of Transportation
CITY OF RENTON
•
NOTICE OF PUBLIC MEETING
•
BY
THE BOARD OF PUBLIC WORKS
MARCH 2, 2000 AT 7:00 P.M.
RENTON MUNICIPAL COUNCIL CHAMBERS
1055 SOUTH GRADY WAY, RENTON, WA
For consideration of a NOISE VARIANCE for the
Washington State Department of Transportation State Route 167 Pavement Overlay.
The Washington State Department of Transportation (WSDOT) is applying for a noise
variance to allow nighttime paving work, for sixty-five nights, on State Route 1.67
beginning approximately 1.2 miles south of the SR 167/405 interchange and ending at
Rainier Avenue S. and S. 2nd Street.
During nighttime construction activity hours (10 p.m. - 7 a.m. weekdays, 10 p.m. - 9 a.m.
weekends and holidays) the equipment expected to be used, but not necessarily limited to,
includes asphalt pavers, air compressors, generators, pavement saws, pavement grinders,
jack hammers, compaction rollers, striping equipment, trucks, light plants, arrow boards,
and truck mounted impact attenuators. The highest noise levels generated by equipment
use or activities to be done during nighttime hours will be approximately 90 dBA at 50
feet. Equipment noise measurements and other data taken from a previous project (similar
in nature) along this area of SR 167 are available for viewing at the Renton City Hall,
1055 South Grady Way, 6th floor, Permit Center.
The WSDOT previously issued a Notice of Public Meeting for this project. Unfortunately
procedural errors were made during this process resulting in this second issuance. We
sincerely apologize for any inconvenience caused by our error.
ANY AND ALL INTERESTED PARTIES are invited to present testimony or submit
letters in support or opposition to the request. Correspondence should be addressed to:
Board of Public Works, Jana Hanson, Renton City Hall, 1055 S. Grady Way, Renton,
WA. 98055. For more information about this WSDOT project call Bruce Farrar at
(206.440.4546 or Janelle Hitch at 206.440.4541.
M=._ichell Flanagan - Notice of Public ME. g Page 1
From: Michelle Flanagan
To: Michele Neumann
Date: 2/8/00 3:25PM
Subject: Notice of Public Meeting
This notice has to be to the Journal by February 17 for publication on the 21st.
Thanks Michele!
CITY OF RENTON
BOARD OF PUBLIC WORKS
NOTICE OF PUBLIC MEETING
NOTICE IS HEREBY GIVEN that the Board of Public Works has fixed the 2nd day of March,
2000 at 7:00 a.m. in the Renton City Hall Council Chambers, 1055 South Grady Way, Renton,
Washington, as the time and place for a public meeting to consider the following:
The Washington State Department of Transportation(WSDOT) is planning to complete
roadway resurfacing on SR 167 in the vicinity of I 405 to the SR 900 couplet. The
proposed project involves grinding the existing pavement and resurfacing on SR 167. In
the northbound direction the resurfacing will start at MP 25.00 to the south curb of 2nd
Street at MP 27.28. In the southbound lanes,the resurfacing will begin at the Grady Way
intersection and extend north to 2nd Street at MP 27.28.
Work will require lane restrictions while grinding and repaving is being completed.
WSDOT traffic analysis has determined that by performing lane closures during the day,
traffic congestion due to high traffic volumes and loss of roadway capacity will occur.
Such large scale backups would not be acceptable. WSDOT recommends that lane
closures be done at night when traffic volumes are low enough to handle lane closures
without causing congestion. This will also facilitate public and worker safety.
The estimated construction time for this project is 80 working days and is scheduled to be
completed between April of 2000 through December 2000. The request is for a 65-day
noise variance from Renton Noise Level Regulations, Chapter 7, allowing work at night,
during the estimated construction time.
All interested parties are invited to attend the meeting and present oral or written comments in
support or opposition to the proposal. City Hall is fully accessible, and interpretive services for
the hearing impaired will be provided upon prior notice. For information, call(425)430-7382.
Correspondence should be addressed to Board of Public Works,Jana Hanson,Renton City Hall,
1055 S. Grady Way,Renton,WA 98055. For more information about the project, call Bruce
Farrar at WSDOT, (206)440-4546.
Published: South County Journal
Date: February 21, 2000
Account No. 50640
FEB- 9-00 LIED 11 :55 AM RJSDOT!nh,YTON 5TH PLR FAX N0. 2PR""04805 P. 1
Post-it®Fax Note 7671 +at@�,/9 Ivo Wes) 1—
To/US t21< e f/a . From eru e FArrrr
Cod/J77Dept./�� K / +v
Gly Rohr;
W.5, p v. r
JPhone# Phone#206,40_45-44
Fax#45 Fax7t
AI( cki to : /9/aaed /0k4fe 74/ 3 Gel/?$
1 "go i/ce � PK D(/c /hle e cy� '4 ,41
'Me St /t ? lorojed. 7Xiis 4 i //
I/0744 i C(/0 /
r iercr c c_
FEB- 9-00 WED 11 : 56 AM WSDOT/DAYTON 5TH FLK FAX NU. 2Ub44UIUU5 1. 4
WiggiWashington State Northwest Region
41111W
Department of Transportation
Sid Morrison
5eaetary of Transportation
CITY OF RENTON
•
NOTICE OF PUBLIC MEETING
BY
THE BOARD OF PUBLIC WORKS
MARCH 2, 2000 AT 7:00 P.M.
•
RENTON MUNICIPAL COUNCIL CHAMBERS
1055 SOUTH GRADY WAY, RENTON, WA
For consideration of a NOISE VARIANCE for the
Washington State Department of Transportation, State Route 167 Pavement Overlay.
The Washington State Department of Transportation (WSDOT) is applying for a noise
variance to allow nighttime paving work, for sixty-five nights, on State Route 167
beginning approximately 1.2 miles south of the SR 167/405 interchange and ending at
Rainier Avenue S. and S. 2"d Street.
During nighttime construction activity hours (10 p.m. - 7 a,m. weekdays, 10 p.m, - 9 a.m.
weekends and holidays) the equipment expected to be used, but not necessarily limited to,
includes asphalt pavers, air compressors, generators, pavement saws, pavement grinders,
jack hammers, compaction rollers, striping equipment, trucks, light plants, arrow boards,
and truck mounted impact attenuators. The highest noise levels generated by equipment
use or activities to be done during nighttime hours will be approximately 90 dBA at 50
feet. Equipment noise measurements and other data taken from a previous project (similar
in nature) along this area of SR 167 are available for viewing at the Renton City Hall,
1055 South Grady Way, 6th floor, Permit Center.
The WSDOT previously issued a Notice of Public Meeting for this project. Unfortunately
procedural errors were made during this process resulting in this second issuance. We
sincerely apologize for any inconvenience caused by our error.
ANY AND ALL INTERESTED PARTIES are invited to present testimony or submit
letters in support or opposition to the request. Correspondence should be addressed to:
Board of Public Works, Jana Hanson, Renton City Hall, 1055 S. Grady Way, Renton,
WA. 98055. For more information about this WSDOT project call Bruce Farrar at
(206,440.4546 or Janelle Hitch at 206.440.4541.
FEB- 9-00 WED 11 :55 AM WSD0Ttt YTOM 5TH FLR FAX H. 2064404805 P. 2
WiWashington State Northwest Region
Department of Transportation
Sid Morrison
Secretary of Transportation • •
• CITY OF RENTON
NOTICE OF PUBLIC MEETING
BY
THE BOARD OF PUBLIC WORKS
MARCH 2, 2000 AT 7:00 P.M.
•
RENTON MUNICIPAL COUNCIL CHAMBERS
1055 SOUTH GRADY WAY, RENTON, WA
For consideration of a NOISE VARIANCE for the
Washington State Department of Transportation State Route 167 Pavement Overlay,
The Washington State Department of Transportation (WSDOT) is applying for a noise
variance to allow nighttime paving work, for sixty-five nights, on State Route 167
beginning approximately 1.2 miles south of the SR 167/405 interchange and ending at
Rainier Avenue S. and S. 2° Street.
During nighttime construction activity hours (10 p.m. -.7 a.m, weekdays, 10 p.m. - 9 a.m.
weekends and holidays) the equipment expected to be used, but not necessarily limited to,
includes asphalt pavers, air compressors, generators, pavement saws, pavement grinders,
jack hammers, compaction rollers, striping equipment, trucks, light plants, arrow boards,
and truck mounted impact attenuators. The highest noise levels generated by equipment
use or activities to be done during nighttime hours will be approximately 90 dBA at 50
feet. Equipment noise measurements and other data taken from a previous project (similar
in nature) along this area of SR 167 are available for viewing at the Renton City Hall,
1055 South Grady Way, 6th floor, Permit Center.
The WSDOT previously issued a Notice of Public Meeting for this project. Unfortunately
procedural errors were made during this process resulting in this second issuance. We
sincerely apologize for any inconvenience caused by our error.
ANY AND ALL INTERESTED PARTIES are invited to present testimony or submit
letters in support or opposition to the request. Correspondence should be addressed to:
Board of Public Works, Jana Hanson, Renton City Hall, 1055 S. Grady Way, Renton,
WA. 98055. For more information about this WSDOT project call Bruce Farrar at
(206.440.4546 or Janelle Hitch at 206.440.4541.
FEB- 9-00 WED 11 : 56 AM V SDOT/MAYTOM 5TH FLR FAX NO, 2064404805 P. 3
,I►
� Washington State Northwest Region
Department of Transportation
Sld Morrison
Secretary of Transportation
CITY OF RENTON
NOTICE OF PUBLIC MEETING
BY
THE BOARD OF PUBLIC WORKS
MARCH 2, 2000 AT 7:00 P.M.
RENTON MUNICIPAL COUNCIL CHAMBERS
1055 SOUTH GRADY WAY, RENTON, WA
For consideration of a NOISE VARIANCE for the
Washington State Department of Transportation State Route 167 Pavement Overlay.
The Washington State Department of Transportation (WSDOT) is applying for a noise
variance to allow nighttime paving work, for sixty-five nights, on State Route 167
beginning approximately 1.2 miles south of the SR 167/405 interchange and ending at
Rainier Avenue S. and S. 2"� Street.
During nighttime construction activity hours (10 p.m. - 7 a.m. weekdays, 10 p.m. - 9 a.m.
weekends arid holidays) the equipment expected to be used, but not necessarily limited to,
includes asphalt pavers, air compressors, generators, pavement saws, pavement grinders,
jack hammers, compaction rollers, striping equipment, trucks, light plants, arrow boards,
and truck mounted impact attenuators. The highest noise levels generated by equipment
use or activities to be done during nighttime hours will be approximately 90 dBA at 50
feet. Equipment noise measurements and other data taken from a previous project (similar
in nature) along this area of SR 167 are available for viewing at the Renton City Hall,
1055 South Grady Way, 6th floor, Permit Center.
The WSDOT previously issued a Notice of Public Meeting for this project. Unfortunately
procedural errors were made during this process resulting in this second issuance. We
sincerely apologize for any inconvenience caused by our error.
ANY AND ALL INTERESTED PARTIES are invited to present testimony or submit
letters in support or opposition to the request. Correspondence should be addressed to:
Board of Public Works, Jana Hanson, Renton City Hall, 1055 S. Grady Way, Renton,
WA. 98055. For more information about this WSDOT project call Bruce Farrar at
(206.440.4546 or Janelle Hitch at 206.440.4541.
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: February 17, 2000
TO: Board of Public Works Members
FROM: Mickie Flanagan
SUBJECT: Noise Variance Public Meeting of March 2, 2000
SR 167/I-405 to SR-900 ACP Overlay
This memo is to confirm that the public meeting as referenced, will be held on Thursday,
March 2, 2000 at 7:00 p.m. in the City Council Chambers. Informational packets are attached for
your review.
cc:
•
Template I\cor
�fv( o 'ITY OF RENTON
♦ ..0 ♦ BOARD OF PUBLIC WORKS
41),N�o�
Jesse Tanner, Mayor
February 8, 2000
W.S.D.O.T.Northwest Region
Attn: Bruce Farrar, Program Manager
Air Quality& Special Studies
15700 Dayton Ave.N.
Seattle WA 98133-9710
SUBJECT: NOISE VARIANCE REQUEST
SR 167-I-405 TO SR-900 ACP OVERLAY
OL 3704
Dear Bruce:
•
A public meeting date of Thursday,March 2,2000,at 7:00 p.m.,has been set for the above
referenced public meeting for the noise variance request. The meeting will be held in the Renton
City Council Chambers that is on the 7th floor. I hope this works for you and your staff. The legal
notice will be published in the South County,Journal,on February 21, 2000.
As soon as we receive your"Notice of.Public Meeting" it will be posted in the affected area 10
days prior to the meeting. If you have.any questions or concerns,you may contact me at(425)
430-7394. •
Sincerely,
i
Mickie Flanagan,
Recording; Secretary
cc: Board Members
Paul Lumbert,Board Coordinator
Janelle Hitch,WSDOT
1055 South Grady Way-Renton, Washington 98055 (425)430-7204
Facsimile (425)430-7241
Document2\cor
Washington State Northwest Region
Department of Transportation
Sid Morrison
Secretary of Transportation
•
DEVELOPMENT SERVICES
February 1, 2000 CITY OF RENTON
Ms. Jana Hanson FEB 01 2000
Board of Public Works Director
City of Renton RECEIVED
Renton City Hall
1055 South Grady Way
Renton, Washington 98055
Dear Ms. Hanson and Board Members:
I feel duty bound to offer my sincere apologies for my failure to completely and properly
execute my procedural obligations with regard to the disbursement of the public hearing
notices for the SR 167 paving project's noise variance request. While the business and
residential notices were properly distributed, I failed to provide hearing notice copies to
the City of Renton within the prescribed time limit. Although this was not intentional, I
have no excuse in having allowed this lapse to occur. I truly regret and am sorry for the
inconvenience, hardship and embarrassment my error has caused to the City of Renton, its
board members and staff who acted on my behalf, and its fine citizens. Over the years the
Washington State Department of Transportation and the City of Renton have forged a
successful working relationship. I am proud to have been a part of this positive
transformation from what was all too often a contentious coexistence in the past. I hope
that we will continue to work in unison in the years ahead.
I have installed new measures to ensure that all procedures will be properly addressed and
that this type of incident will not happen again. Per Mickie Flanagan's suggestion we are
now using King County's resources in our distribution process. We will also employ
checklists for the various conditions and stipulations that are required by the many public
agencies that my office deals with. I wish they could remedy the past, but of course they
cannot. In closing I would like to say that I take full responsibility for this episode and will
do all 1 can to earn and deserve your forgiveness.
I remain at your se e,
Bruce P. Farrar
Air Quality and Special Studies Program Manager
cc: Mr. Gregg Zimmerman
Administrator - Planning/Building/Public Works
C
rY CityofReotoil
I. PLANNING/BUILDING/
PUBLIC WORKS DEPARTMENT
'`'P' -,C--� Administration - Fifth Floor A7
1055 South Grady Way Date: 01/ 00
Renton, WA 98055
TO: David & Diane Jackson FROM:
A-ti&J ,J--6--04--rt>
Phone: ( ) Phone: (425) 43042374 70 Fei
Fax Phone: (206) 772-1248 Fax Phone: (425) 430-7241
SUBJECT: Copy of W.S.D.O.T Letter Number of pages including cover sheet
SR-167/1-405 to SR-900 for
Noise Variance
REMARKS: El Original to *rUrgent ❑ Reply ❑ Please E For your
be mailed ASAP Comment review
4211i0tJ k t . ' '
&,--r-ci-d- 1: 116-6-441.,e--- i .
jcex,Itit.-1 (yee_Ztte_ ,ct. 1, 4 iii_46,L) l 1,e e M d/C Ji-t-I 07-4
, . J .
/ ' - / ol"2
V11-4-'
1 �QVI--e-1--- / ' , - -,
, , • �
6_ _61_) 7707 - ad
BOARD OF PUBLIC WORKS
8.30 a.m. Renton Municipal Building
Wednesday,January 26,2000 7th floor Council Chambers
IN ATTENDANCE: Jana Hanson, Chairman
Larry Meckling,Building Official
Dave Christensen,Utilities Systems
Jim Gray,Fire Prevention
Dennis Gerber,Police
Paul Lumbert,Board Coordinator-Absent
Judy Walter,Acting Recording Secretary
VISITORS: Bruce Farrar,W.S.D.O.T.
Kevin Hall, W.S.D.O.T.
John McCreey, W.S.D.O.T.
Ross Case,Talbot Ridge
David Jackson,Resident
Diane Espey-Jackson,Resident
MINUTES ,
1. CALL TO ORDER: Chair Hanson called the meeting to order at 8:30 a.m.
2. APPROVAL OF MINUTES: Moved by Christensen,seconded by Meckling to
approve the meeting minutes of January 12,2000.MOTION CARRIED.
3. REQUESTED ACTION:
• PUBLIC MEETING -VARIANCE FROM NOISE ORDIANCE,
W.S.D.O.T., SR 167/1-405 to SR-900 ACP OVERLAY. The Noise
Variance was determined to be an unofficial meeting due to a procedural
error by W.S.D.O.T. Meeting has been rescheduled for March 2,2000.
• ON/OFF—SITE DEFERRAL,TALBOT RIDGE PLAT, S. 47TH AND
SMITHERS AVE. S. -applicant requests a deferral for final lift of
asphalt paving to complete the recording of the plat.
Action: Moved by Christensen,seconded by Meckling to grant the
deferral for a 5-month period of time. Applicant shall provide a security
device for$46, 500.00 which is 150% of the estimated cost of the
improvements. MOTION CARRIED.
Board of Public Works
Wednesday, 26, 2000
Page 2
• REQUEST FOR RIGHT-OF-WAY USE PERMIT SURPLUS SALE
OF POLICE ANNEX PEROPERTY, 1010 S. 2nd St. - The
Planning/Building/Public Works and Community Services Departments
request the Board of Public Works grant a right-of-way permit covering
the area encroachment for a term running until the property is redeveloped
removing the encroachment. The Board Members made the decision to
approve the waive of fees for excess right-of-ways.
Action: Moved by Christensen, seconded by Meckling to approve the
excess right-of-way permit and further to waive the requirement for right-
of-way fees. MOTION CARRIED.
4. ADJOURNMENT: Chair Hanson adjourned the meeting at 9:55 a.m.
NOISE VARIANCE CHECKLIST
• pf!, :o_io-.-r.- 0L- 37d4
(5,E_,,,)
7:-/:‘-'ne ,;-:Z.,":',4-;;;..4: ;•.,,,:-'Z.',Ci °.•'',V0::''AFtk:QVZ4-ft.:4,17 ''t''',"•JA°,1,=:-'4,-v '''Ft::',IV,, ,:IL:,'*.:,,t4:; V't4-'.'s:, ' z 1..;:'''''','`"''-'5% '''-`:":`‘i -°;'-'-`, - - -',.. , ,,-,' ,=:"°. ' "' , ,': ''„j`-'‘ ‘-
Council Chambers availability for Public Hearing(<45 days from Application)2-3 dates
BPW Agenda for concurrence of Board on best date for hearing(have alternate)
c.?-/5--94) - r
Call applicant and confirm date /.A -.,.? 7- f
Send letters to applicant accepting and notifying of date /01 -. ZY
Prepare Public Notice and give to City Clerk's office for publication to be 10 days prior to public/ meeting.
b.fibfr Send notice to Board of meeting date
I 0-,71- 9 IV
Send packet to Mayor and Council (--.2(74-eo V
When receive copy of notice from applicant,have Development. Services post(3 notices) 10 days prior to te.a.-e-e-atal--- /-, - a4f-4....-
date of mtg. ,.ar7,0d-- . •/
Public Hearing Date (Confirm room,board members, staff, etc.) /
Obtain key from City Clerk office day of meeting
Notify City Clerk's 24 hours before meeting if visual/audio equipment needed for set-up ,e
E-mail members a reminder and confirm their attendance .
/
Contact Facilities to have front door opened and closed - ---dR4/ a k/
Notify applicant by letter of Board's decision ---0--
h:bpw/var/noslist/jw
8/1999°
Jit-11/04. ik4VC). a .
Washington State Northwest Region
Department of Transportation
Sid Morrison
Secretary of Transportation
January 19, 2000 RECEW D
Jana Hanson JAN 2 4 2000
Board of Public Works Director
City of Renton CITY OF RENTON
Renton City Hall - 5th Floor PUBLIC WORKS ADMIN.
1055 South Grady Way
Renton, WA 98055
Dear Ms. Hanson:
Pursuant to the city of Renton instructions regarding our noise variance application and
the scheduled public meeting of Wednesday January 26, 2000 at 7:00 PM: It is the
Washington State Department of Transportation's (WSDOT) responsibility at least ten
days before such a meeting to provide written notification of the public meeting to any
resident or property owner that will experience an increase in noise, or potentially have an
increase in noise, such that this variance will increase the quantity of noise received by the
property owner or resident. I hereby state that on January 7, 11, and 14, 2000 I delivered
copies of the attached notice to all residences located within 800 feet of the work area as
indicated on the enclosed aerial photograph.
Sincerely,
BRUCE P. FARRAR
Air Quality and Special Studies
Program Manager
o111111111////
N�...........PAT /TF/�ii
BPF/jch `�` 1"1••,1°,\o
� o.��i
Attachments •
;v° 07A qy `�
®0
cc: John Johnson/Mike Askarian MS 143
Ino Goller/Bill McKee MS 59 i�'S"••E P�e` ®°oa•�
Don Wills MS 111 10 %�OF..AsNO
Day File
File
• Q_ v_
aO- MoO
JAN-24-00 MOM 10: 11 AIS WSDOT/DAYTON 5TH FLR FAX NU. 2Ub44U4UU5 t'. L
•
IOW
� Washington State Northwest Region
VI/ Department of Transportation •
Sid Morrison
Secretary of Transoortat.ol
January 19, 2000
Jana Hanson
Board of P • is Works Director
City of nton '
Remo, City Hall - 5°t Floor
10 ' South Grady Way
enton, WA 98055
Dear Ms. Hanson:
Pursuant to the city of Renton instructions regarding our noise variance application and
the scheduled public meeting of Wednesday January 26, 2000 at 7:00 PM: it is the
Washington State Department of Transportation's (WSDOT) responsibility at least ten
days before such a meeting to'provide written notification of the public meeting to any
resident or property owner that will experience an increase in noise, or potentially have an
increase in noise, such that this variance will increase the quantity of noise received by the
property owner or resident. I hereby state that on January 7, 1 l, and 14, 2000 I delivered
copies of the attached notice to all residences located within 800 feet of the work area as
indicated on the enclosed aerial photograph.
Sincerely,
------/Ef—
BRUCE P. FARRAR
Air Quality and Special Studies
Program Manager PIVIAr, oiluui►iai
BPF/jch ``..,r0\4.OS 01V ftp F9��i'.
Attachments �•�
3f WAR), ��t��
cc: ' John Johnson/Mike Askarian MS 143 P/Bt' o:`�
o Goller/Bill_McKee-D �'�'r:�' oo�a���`�
Don Wills MS 111 %i��r�p s••�H\av�`��
Day File '''��a,ii�,As��``N
File
1 SSL --� Q azo cn —
(oey ad/ W /-- a 6- A-6 0
Washington State Northwest Region
Department of Transportation
Sid Morrison
Secretary of Transportat!cn
CITY OF RENTON
NOTICE OF PUBLIC MEETING
BY
THE BOARD OF PUBLIC WORKS
JANUARY 26, 2000 AT 8:30 A.M.
RENTON MUNICIPAL COUNCIL CHAMBERS
1055 SOUTH GRADY WAY, RENTON, WA
For consideration of a NOISE VARIANCE for the
Washington State Department of Transportation State Route 167 Pavement Overlay.
The Washington State Department of Transportation is applying for a noise variance to
allow nighttime paving work, for sixty-five nights, on State Route 167 beginning
approximately 1.2 miles south of the SR 167/405 interchange and ending at Rainier
Avenue S. And S. 2nd Street.
During nighttime construction activity hours (10 p.m. - 7 a.m. weekdays, 10 p.m. - 9 a.m.
weekends and holidays) the equipment expected to be used (but not necessarily limited to)
includes asphalt pavers, air compressors, generators, pavement saws, pavement grinders,
jack hammers, compaction rollers, striping equipment, trucks, light plants, arrow boards,
. and truck mounted impact attenuators. The highest noise levels generated by equipment
use or activities to be done during nighttime hours will be approximately 90 dBA at 50 •
feet.
The work is expected to take place between April of 2000 and continue through
December of 2000.
ANY AND ALL INTERESTED PARTIES are invited to present testimony or submit
letters in support or opposition to the request. Correspondence should be addressed to
Board of Public Works, Jana Hanson, Renton City Hall, 1055 S. Grady Way, Renton, WA
95055. For more information about this Washington State Department of Transportation
project call Bnice Farrar at (206) 440-4546 or Janelle Hitch at (206) 440-4541.
JAN-24-00 MON l0W AM VYSDOT4nAYTON 5TH FLR FAX NO. 2084404805 P. 3
� Washington State Northwest Region
VI/ Department of Transportation
Sid Morrison
Secretary of Transoortat•cn
CITY OF RENTON
NOTICE OF PUBLIC MEETING
BY
THE BOARD OF PUBLIC WORKS
JANUARY 26, 2000 AT 8:30 A.M.
RENTON MUNICIPAL COUNCIL CHAMBERS
1055 SOUTH GRADY WAY, RENTON, WA
For consideration of a NOISE VARIANCE for the
Washington State Department of Transportation State Route 167 Pavement Overlay.
The Washington State Department of Transportation is applying. for a noise variance to
allow nighttime paving work, for sixty-five nights, on State Route 167 beginning
approximately 1.2 miles south of the SR 167/405 interchange and ending at Rainier
Avenue S. And S. 2"`' Street.
During nighttime construction activity hours (10 p.in. - 7 a.m. weekdays, 10 p.m. - 9 a.m.
weekends and holidays) the equipment expected to be used (but not necessarily limited to)
includes asphalt pavers, air compressors, generators, pavement saws, pavement grinders,
jack hammers, compaction rollers, striping equipment, trucks, light plants, arrow boards,
and truck mounted impact attenuators. The highest noise levels generated by equipment
use or activities to be done during nighttime hours will be approximately 90 dBA at 50
feet.
The work is expected to take place between April of 2000 and continue through
December of 2000.
ANY AND ALL INTERESTED PARTIES are invited to present testimony or submit
letters in support or opposition to the request. Correspondence should be addressed to
Board of Public Works, Jana Hanson, Renton City Hall, 1055 S. Grady Way, Renton, WA
93055. For more information about this Washington State Department of Transportation
project call Bruce Farrar at (206) 440-4546 or Janette Hitch at (206) 440-4541.
,) Y o iITY OF RENTON
♦ ♦ BOARD OF PUBLIC WORKS
Jesse Tanner, Mayor
December 28, 1999
W.S.D.O.T.Northwest Region
Attention: Bruce Farrar, Program Mgr.
Air Quality& Special Studies
15700 Dayton Ave.N.
Seattle WA 98133-9710
SUBJECT: NOISE VARIANCE REQUEST
SR 167/1-405 TO SR-900 ACP OVERLAY
OL 3704
Dear Mr. Farrar:
A Public Meeting date of Wednesday,January 26,2000,at 8:30 a.m.,has been set for the above
referenced public meeting for the noise variance request. The meeting will be held in the Renton
City Council Chambers that is on the 7th floor. The Board of Public Works determined due to
limited residential impact that a day meeting was more desirable. I hope this works for you and
your staff. The legal notice will be published in the South County Journal on January 12,2000.
As soon as we receive your"Notice of Public Meeting" it will be posted in the affected area 10
days prior to the meeting. If you have any questions or concerns you may contact me at
(425)430-7394.
Sincerely,
Mickie Flanagan,
Recording Secretary
cc: Board Members
Paul Lumbert,Board Coordinator
Janelle Hitch,WSDOT
1055 South Grady Way- Renton, Washington 98055 (425)430-7204
Facsimile (425)430-7241
Documents\cor
BOARD OF PUBLIC WORKS
8:30 a.m. Renton Municipal Building
Wednesday, December 15, 1999 6th Floor Conference Room
IN ATTENDANCE: Jana Hanson, Chairman
Larry Meckling, Building Official
Dave Christensen, Utilities Systems
Paul Lumbert, Board, Coordinator
Jim Gray, Fire Prevention
Dennis Gerber, Police
Mickie Flanagan, Recording Secretary,Absent
Judy Walter,Acting Recording Secretary
VISITORS: Jim Brison, La Colina Plat
MINUTES
1. CALL TO ORDER: Chair Hanson called the meeting to order at 8:30 a.m.
2. APPROVAL OF MINUTES: Meeting minutes of December 8, 1999 are
unavailable.
3. REQUESTED ACTION:
• OFF-SITE DEFERAL,LA COLINA PLAT, LUA 95-167,Edmonds
Ave. S.E. and S.E. 2" Ct. - applicant is requesting a deferral for final lift
of asphalt, sidewalks, street lights, pavement markings, and monuments.
Action: Moved by Christensen,seconded by Gerber,to grant the deferral
for final lift of asphalt, sidewalks, street lights, pavement markings, and
monuments; subject to the following conditions:
1. Street lighting system - 4 months.
2. Final lift of asphalt- 1 year.
3. Sidewalks - 4 months or until any of the houses are occupied.
4. Button markers and paint stripes. Allowed for 6 months.
5. Centerline monumentation- 1 year. Applicant shall install temporary
pk nails for centerline monuments and applicant's Land Surveyor shall
provide a letter to the City identifying his intent to provide monumentation
prior to the expiration of the deferral and shall make notes on the plat as
approved by the Technical Services Division regarding this matter.
6. Staking of front lot corners - 5 months.
7. Landscaping - 1 year.
8. Two security devices are required that are acceptable to the Board in
the amount of$238,086.00 - items 1 thru 6 and $106, 015.50 - item 7 to
Board of Public Works
Page 2
cover the cost at 1.5 times the estimate cost.
Motion Carried.
• U.S. WEST COMMUNICATION, at S.E. 5TH St. from S.E. 6th to
Newport Ave. - applicant requests an Underground Variance to the
Underground Ordinance for the installation of aerial cable to existing pole
lines in the public right-of-way.
Action: Moved by Christensen, seconded by Gerber,to grant the
variance for the installation of aerial cable to existing pole lines in the
public right-of-way, subject to the applicant agreeing to participate in any
future project that would place these overhead utility lines underground.
Motion Carried.
• OFF-SITE DEFERRAL, SYLVIA SHORT PLAT,Renton Ave. S.
and S. 7"' St.- to appoint Board of Public Works representative to attend
Appeal on January 4,2000, at 9:00 a.m.
Action: The Board appointed Dave Christensen to attend the Appeal
Hearing.
4. OLD BUSINESS:
PUBLIC MEETING REQUEST- W.S.D.O.T. is requesting a public
meeting to the noise variance. The project is scheduled to advertise on
March 6,2000 for 65 days of night work beginning in April of 2000 and
continue through December 2000.
Action: The Board made the decision to have a day meeting on
Wednesday,January 26,2000, at 8:30 a.m. in the Council Chambers.
5. ADJOURNMENT: Chair Hanson adjourned the meeting at 8:50 a.m.
PLN/BLDG/PUBLIC WORKS DEPT
DEVELOPMENT sEf:1/ICEs
CITY OF RENTON •
REQUEST TO OPEN NEW FILE JAN 2 5 2000
RECEIVED
TO: TECHNICAL SERVICES DATE: /'� '�D
FROM: 4 z' z, /)a.G A)
DIVISION/SECTION: fl/ñ/192) 2 nLe4;,
#########################################
007; �9 7/-
--57? 7/-1-
4510S l� 543 90
TITLE OR NAME OF FILE: A C P iy�
(70 Characters axintum)
OTHER NAMES,KEYWORDS,OR ALIAS:
(70 Characters Max.Each)
DESCRIPTION OF FILE CONTENT:—72P, 4,17 1.L, 2 —A > ( �1ie) -
Location of File: (code# on file drawer) C NJ T S'O//
SUGGESTED FILE CODE: '/Cc) O 3 – n I "I 0
Narrative: (include disposition strategy and retention schedule) [//2dv •(
SUBMITTING DIVISION'S
SUPERVISOR APPROVAL:
forms/new file/ckd APPROVED BY TSS: DATE:
5-31-91
if/Y)liej 91j)
.9, ORa:"0-b1)
CITY'OF RENTON
•
peraa
Office of the City Attorney
Jesse Tanner,Mayor Lawrence J.Warren
•
•
•
•
August 4, 2000
Mayor Jesse Tanner.
Renton City Council Members
1055 South Grady Way •
Renton,WA 98055
Re: Holiday Inn Select Appeal of Noise Variance for DOT
•
Dear Mr. Mayor and Members of the Council:
It is my pleasant duty to inform you that the Appeal filed by Holiday Inn Select of the noise
variance granted to DOT for repair work on SR-167 has been dismissed on standing and •
jurisdictional grounds. The court never got to the merits of the Appeal because of its decision on
standing and jurisdiction. I will not bore you with the specifics because they are highly
technical. Of course, concerning the substantial amount of work put into this variance by City •
staff and the City Council, it is gratifying to have the Appeal dismissed.
Should you have any follow up questions, please feel free to contact me.
Very ly yours, •
Lawrence J. arren
LJW:tmj
cc: Jay Covington
Jana Hanson
Gregg Zimmerman
T10.25:03
•
•
•
Pnct (lffirp Rnx S S - 1 nn S ?.nd Street - Renton Wachinatnn 95057 - (4?512.55-R67R
July 10,2000 Renton City Council Minutes Page 244
Councilman Corman recommended that a staff member attend the Sound
Transit Meeting. Councilmember Keolker-Wheeler suggested that Ms.
Retzloff accompany the staff member to the meeting.
Citizen Comment: See—Dean John See,438 Burnett Ave. S.,Renton, 98055,reported that he received a letter
Sherman Apartments from the City informing him of a proposal to build a 67-unit apartment building
(Williams Ave S) on Williams Ave. S.between S. 4th and S. 5th Streets (Dean Sherman
Apartments). Mr. See expressed concern regarding the impact of the apartment
building on the surrounding area's density,traffic and parking. He said he was
especially concerned about access on the one-way alley located behind his
house. He asked Council to consider reducing the zoning density in the subject
area.
Responding to Council President Corman,Principal Planner Rebecca Lind said
that the application is currently undergoing administrative review.
Councilmember Keolker-Wheeler said the Planning&Development
Committee is currently reviewing the proposed Comprehensive Plan
amendments, one of which addresses the South Renton area. She felt that until
now, a plan has not been developed that specifically focuses on the needs and
vision of this neighborhood. Mayor Tanner asserted that the administration is
proposing to reduce the current density in South Renton.
Economic Development Administrator Sue Carlson confirmed that the zoning
density in this area is 100 dwelling units per acre. However,the development
proposal"is far less dense. She noted that staff will be in contact with Mr. See
to discuss the proposal.
Citizen Comment: Olson— - Nita Olson,430 Burnett Ave. S.,Renton, 98055, inquired if the apartments are
Dean Sherman Apartments going to be senior housing and asked to be a party-of-record regarding this
(Williams Ave S) matter.
CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the
listing.
Appointment: Human Rights Mayor Tanner appointed Sandel Demastus, 1137 Harrington Ave.NE,Renton,
&Affairs Commission 98056,to the Human Rights&Affairs Commission to fill an unexpired two-
year term vacated by David Fox; term to expire 9/19/00. Refer to Community
Services Committee.
CAG: 00-073,Rolling Hills City Clerk reported bid opening on 6/29/00 for CAG-00-073,Rolling Hills
Reservoir&Booster Pump Reservoir&Booster Pump Station, and Talbot.Booster Pump Station
Station, Seaboard Construction Modifications; six bids;project estimate$3,135,820; and submitted staff
recommendation to award the contract to the low bidder, Seaboard
Construction,Inc.,in the amount of$2,562,608.14. Council concur.
CAG: 00-092,2000 Street City Clerk reported bid opening on 6/26/00 for CAG-00-092,2000 Street
Overlay,Western Asphalt Overlay project; three bids;project estimate $518,724.42; and submitted staff
recommendation to award the contract to the low bidder,Western Asphalt, Inc.,
in the amount of$438,262.16. Council concur.
CRT: 00-005, Holiday Inn Court Case filed by Ronald C.Mattson, 321 Burnett Ave. S.,Renton, 98055, on
e ec v en on behalf of the Holiday Inn Select of Renton, seeking a review of the granting by
,Pqe,a,I set- (\ �D_ the City to the Washington State Department of Transportation(WSDOT)of a
1 J variance to Renton's noise level regulations for repaving of State Route 167.
005 Refer to City Attorney and Insurance Services.
Development Services: Budget Development Services Division requested approval of a$30,000 budget
Increase for Increased increase to meet projected expenditures for structural consultants utilized in the
CITY OF RENTON COUNCIL AGENDA BILL
AI #:
g.
SUBMITTING DATA: FOR AGENDA OF: 7/10/2000
Dept/Div/Board.. City Clerk --
Staff Contact... Marilyn Petersen AGENDA STATUS:
Consent XX
SUBJECT: Public Hearing..
CRT-00-005; Court Case—Holiday Inn Select v. Renton Correspondence..
Ordinance
Resolution
Old Business....
EXHIBITS: New Business....
Land Use Petition filed in King County Superior Court Study Session...
Other
RECOMMENDED ACTION: APPROVALS:
Legal Dept
Refer to City Attorney and Insurance Services Finance Dept....
Other
FISCAL IMPACT:
Expenditure Required... Transfer/Amendment..
Amount Budgeted Revenue Generated...
SUMMARY OF ACTION:
Land Use Petition filed in King County Superior Court by Ronald C. Mattson, 321 Burnett Ave. S.,
Suite 401, Renton, 98055, representing the Holiday Inn Select of Renton. The petitioner seeks a review
by the court of the granting by the City to the Washington State Department of Transportation of.a
variance to Renton's noise level regulations for repaving of State Route 167.
agendabl.doc/c
06/S20/00 1 FAX FAX 206 768 °(19 X1001
•
g pw_oa- oo1
Department of Transportation
/ Olympia, Washington 98504
4fiipt
:Jure 08, 2000
ATTENTION:All Bidders and Planholders
SR 167
1-405 VIC TO SR 900 COUPLET
NH-0167(029)
Addendum No. 1
The Special Provisions for this project are amended as follows:
Special Provisions •
1. On page 8, line 7 through page 9, line 47 is revised to read as follows:
City of Renton Noise Variance
All costs to comply with the noise variance requirements below shall be
included in the associated items of work.
The Contractor shall identify the nights during which each variance will be
needed on the Progress Schedule prepared in accordance with Section 1-
08.3.
The City of Renton has granted a noise variance from respective city noise
ordinances for nighttime construction. This variance allows the Contractor
to exceed local noise ordinance levels under the conditions outlined below
. for a total of 65 nights through December 31, 2000. The variance restricts
the time and number of nights in selected areas as follows:
From June 5, 2000 to December 31, 2000
7 nights between Sta. 42+325 and Sta. 44+540,
14 nights from Grady Way to South 71" Street.
From August.1, 2000 to December 31, 2000
15 nights between Sta. 44+540 and 44+820
10:00 p.m. to 7:00 a.m. Sunday night through Friday morning
10:00 p.m. to 9:00 a.m. Friday night through Sunday morning
Non-standard equipment and work practices may.be required to meet the
noise variance conditions. At a minimum the Contractor shall:
A. Send all Contractor personnel to a noise mitigation training session
conducted by the Contracting Agency. The training will be arranged by the
Engineer and will cover the noise variance requirements, the types of
construction equipment likely to require mitigation, ways to keep noise to a
minimum, and the consequences of failure to comply with the variance.
Post-itL Fax Note 7671 Dalc6/7C)/2.00Q p°gest
To Man) Pdcrse From A I i Ayr
Co./Dept.CSty 1 0
Pho A Phone Q
V+2-51430 ^6hoz 206 -66 571B
'Fax* Fax#266 76 8-5919
06/.10/00 13:53 FAX 206 768 FII°° 4 002
• B. Use back up warning devices at night that are the least obtrusive OSHA
approved ambient sensitive type or use a backup observer in lieu of warning
devices as allowed by WAC 296-155-610(2)(e)
C. Use rubber bedliners in all trucks hauling concrete or metal debris, gravel,
rock, pavement, or other material tailings between the hours listed above.
D. Remove all materials spilling on the roadway using sweeping methods. No
scraping type equipment shall be used.
E. Shield stationary noise generating equipment such as generators, blasters,
compressors, etc. from residential areas. The required equipment shields
shall be fabricated, by the Contractor, per specifications for portable shields
detailed in the Plans.
F. Submit weekly reports to the Contracting Agency indicating the number of
accumulated noise variance nights used. - •
G. Provide additional noise mitigation, as directed by the Engineer. If the
Contracting Agency receives a complain from a single-family resident noise
mitigation includes', but is not limited to, window insulators and motel
accommodations.
H. Provide the Contracting Agency a proposed schedule for construction three
weeks prior to beginning construction. The schedule shall detail the
proposed hours, of operation and nights to be worked for which noise
variance nights are required. Ten calendar days prior to such work. the
Contracting Agency will prepare and distribute at no expense to the
Contractor public notification to residents andbusinesses including the
Talbot Crest and Shattuck residential neighborhoods. This notification will
include the Contracting Agency's 24-hr. telephone number to call in
complaints or to voice concerns.
1. Be limited to the number of nights and hours of operations south of Station
44+820 for which noise variance nights will be allowed:
Sta. 42+325 and 44+540
Night work for which the variance nights will be required is limited to no more
the 7 nights.
Material Transfer Devices shall be used during the paving operation.
Sta. 44+540 and 44+820
Night work for which the variance nights will be required is limited to no more
than 15 nights and shall occur after August 1, 2000.
The vibratory mode of the asphalt compaction rollers shall be turned off.
A backup observer shall be used in lieu of warning devices as allowed by
WAC 296-155-610(2)(e)
Material Transfer Devices shall be used during the paving operation.
Begin work within this section at the beginning of the work shift and proceed
outside of these limits by 11:30 P.M.
The noise variance may be revoked at any time by the issuing agency.
ADDENDUM NO.1 •
SR 187
I-405 VIC TO SR 900 COUPLET '
NH-0167(029)
2
• '06/20/00 13:54 FAX 206 768 5.--- 10003
• '
Lighting used for night time work shall, wherever possible, be directed away
or shielded from residences and oncoming traffic.
Bidders shall furnish the Secretary of Transportation with evidence of receipt of this
Addendum. This Addendum will be incorporated in the contract when awarded and
when formally executed.
Brian Ziegler, P.E.
i State Design Engineer
••
•
•
•
I •
ADDENDUM NO.1
SR 167
I-405 VIC TO SR 900 COUPLET
NH-0167(029)
3
•
•
CIT 7F RENTON
City Clerk
Jesse Tanner,Mayor Marilyn J.Petersen
June 13, 2000 .
Mr. R. C. Mattson
Attorney at Law •
321 Burnett Avenue S., Suite 401
Renton,WA 98055
Re: Correction—Appeals of Board of Public Works SR-167 Noise Variance Decision
Dear Mr. Mattson:
•
At the regular Council meeting of June 12, 2000, the Renton City Council adopted the
enclosed Planning and Development Committee report regarding the SR-167 noise
variance appeal which corrects a typographical error on page 2, item 3 of the original
report, adopted on June 5, 2000.; A copy of.that report was sent to you on June 9, 2000. .
If additional assistance or information is needed,please feel free to contact this office. •
Sincerely,
Marilyn / '- sen _
City Clerk/Cable Manager - •
cc: Mayor Jesse Tanner .
Council President Randy Corman
Jana Hanson, Development Services Director
•
1055 South Grady Way= Renton, Washington 98055, (425)430-6510 /FAX(425)430-6516
• This paper contains 50%recycled material,20%post consumer
•
%, `., CIT' )F RENTON
City Clerk
Jesse Tanner,Mayor Marilyn J.Petersen
June 13, 2000
Mr. Craig Stone, PE, Area Admin. —S. King
Washington State Dept. of Trans.,NW Region
P.O. Box 330310 •
•
Seattle, WA 98133-97910
Re: Correction—Appeals of Board of Public Works SR-167 Noise Variance Decision
Dear Mr. Stone:
At the regular Council meeting of June 12, 2000, the Renton City Council adopted the
enclosed Planning and Development committee report regarding the SR-167 noise
variance appeal which corrects a typographical error on page 2, item 3 of the original
report, adopted on June 5, 2000. A copy of that report was sent to you on June 9, 2000.
If additional assistance or information is needed,'-Please feel free to contact this office.
Sincerely,
Marilyn '/Pvrsen
City Clerk/Cable Manager
cc: Mayor Jesse Tanner
Council President Randy Corman
Jana Hanson, Development Services Director
•
•
1055 South Grady Way - Renton, Washington 98055 - (425)430-6510 /FAX(425)430-6516
®This paper contains 50%recycled material,20%post consumer
I a
June 12,2000 Renton City Council Minutes Page 210
Mr. Schumsky stated he has invested a great deal of money in his current
location and cannot afford to relocate it to the Valley area.
Councilman Parker inquired what would happen if Mr. Schumsky did,in fact,
obtain a license from the State to operate a mini-casino. Mayor Tanner replied
that Mr. Schumsky would not be able to secure the necessary permits from the
City to conduct this type of operation at the current location of the All City
Diner,as,this would violate Renton's zoning regulations.
MOVED BY PARKER, SECONDED BY CLAWSON,COUNCIL CLOSE
THE PUBLIC HEARING. CARRIED. (See page 211 for Planning&
Development Committee report on this subject.)
ADMINISTRATIVE Chief Administrative Officer Jay Covington reviewed a written administrative
REPORT report summarizing the City's recent progress towards goals and work
programs adopted as part of its business plan for 2000 and beyond. Items noted
included:
* The public is invited to join the Mayor and City Council for a special
ceremony to dedicate the downtown park,the Piazza, on Thursday,June
15th at 6:30 p.m.
* The City is holding a public open house tomorrow,June 13th,to gather
input on potential improvements to the I-405/NE 44th St. interchange.
* Over 76 tons of recyclable materials and 580 gallons of household
hazardous waste were collected on Spring Recycle Day last month.
* More than 750 children tried fishing and casting during the annual Kid's
Classic Fishing Derby held at Gene Coulon Park on June 3rd.
AUDIENCE COMMENT Gary McKee,6431 Corson Ave. S.,Seattle, 98178,spoke regarding the
Citizen Comment:McKee— Washington State Department of Transportation's request for a noise variance
SR-167 Noise Variance to conduct repaving of SR-167. Mr.McKee thanked Council for granting this
Appeal(Committee Report request,but noted that the Planning&Development Committee report adopted
Correction) on this subject last week referred to"S.2nd Street"when it should have
referenced"S. 7th Street."
MOVED BY KEOLKER-WHEELER, SECONDED BY CORMAN,
COUNCIL SUSPEND ITS RULE AND ADVANCE TO THE PLANNING&
DEVELOPMENT COMMII'lEE REPORT ON THIS SUBJECT. CARRIED.
Planning&Development Planning&Development Committee Chair Keolker-Wheeler presented a report
Committee regarding the SR-167 Noise Variance Appeal. At the Council meeting on June
Transportation: SR-167 Noise 5,2000,the Planning and Development Committee report on this subject was
Variance Appeal(Committee read and adopted by the full Council. Subsequently, it was determined that
Report Correction) there was a typographical error on page 2,item 3, of that report. The
typographical error had the noise variance of 14 days covering work extending
from Grady Way to S.2nd Street. The reference to S.2nd Street should be S.
7th Street. There is no pending appeal that would cover the territory between
S. 7th Street and S. 2nd Street,and so the variance as initially requested and
granted by the Board of Public Works of up to 65 days shall apply to that road
section between S.2nd Street and S.7th Street. MOVED BY KEOLKER-
WHEELER, SECONDED BY SCHLITZER, COUNCIL CONCUR IN THE
COMMITTEE REPORT. CARRIED.
CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the
listing. Council President Corman noted that item 8.a. on the printed agenda
has been removed at staff's request.
• - .
• : ; • - APPROVED BY • '
- CITY COUNCIL
. : .
Date -/ -"
PLANNING &DEVELOPMENT COMMITTEE
COMMITTEE REPORT : •
1 June 12, 2000
•
. ,
S11.467 Noise Variance Appeal '..':,..:',....:,:-.:!..,,...:::.„:;•::::;','.',,,r:::''..‘,.. '.- -..';,::: -,:,. s,,,,,:..,.., .2.:.:: :, .,.
..- ' ::...-:-..,-...,-•' ';':'::'',..'.''•:•';.4 .: :-::. •.'•• : : :',,'::!:1.-''' s':-',;.]'-(,, -:':':, '7''..-;'''';'•,'::',:-• i''-...1',.':• :-:''-,'•:_. '''',':•,.-',..:, ,:',,•::.-,,:','.,..-:..,•::',:-'1::3: •: • :-••
, • .: -.-..:... . •,‘,..'•:•••,••••'• -;,- •'': • '-•••,•:•. :::-',:•.:;.,,•,:•:;,."1... •,:,,,,•.: '•• ::..,:., ..,,-;:..:•:.',:‘,•,2,;,f;',„1:,':,T:::.- ..;'::':,.....,':`•? ''...,,:';•.':.:: ••::. '-:-.":4:::-:;:;• • . '::‘;' '
(Referred April 3,-- 1)(jCii)-..;':„. : .:,... .. .,•.'..,..:-,:-...:',:J:-,-:-:',.,-,..•:,..:.:2,..: ::, '..,...:::::.:.,?.•:'_;.''.-.::., i,Y •,- .::::.i..',..:::::.:._;;;. ,-.:,'., -..;.: .: '..-' r: .
i .
At the Council meeting on June 5, 2000, the Planning and Development 'Committee
report on this subject was read and adopted by the full Council. Subsequently, it was
determined that there was a typOgraphical error on page 2, item 3, of that report. The
typographical error had the noie variance ,of 14 days covering work extending from
Grady Way to South 2 ' Street 1 .The.reference to 'South 2,1i1.' Street should be South 7th
Street. There is no pending appealthatwould cover the territory between South 7th Street
and South 2nd Street, and so the kiariaiiCe as initially requested and granted by the Board
• ..„
_ :of Public Works of up to 65:day shall apply to that road section between South 2nd Street .
and South 7th.Street: .,./ '',., , .; . ,.,:..-.- :-,, : , . ., : ‘,•:' :'*-*--'-' . i
....t.
VI
.': -•,, ,:.-.,-,..•:•... ,. .. „-•:,--•.,.., s,- ,; ,. ':`,
- .* : . •.: '''... . '' ,' ' ''..,‘„•: :' ..,. ,,'
. ,
l'A.)
.,. .
Kathy Kee / er-Wheeler, Chair '•-.: .;' ' . - - - i '
4 ,_d
/./..i _:../., L.., -,e1111°Y../.A___ ..44:.:</._
Tim Schlitzer '•e-Chair - : / •
. . _
Dan Clawson, Mem et . * 1 ,' • -, '; ': ' _1 • - • . - -
City16;26:a4.
. .
. .
- .
. ,
c�3- CITE 'LJ RENTON
mu. City Clerk
N.
Jesse Tanner,Mayor Marilyn J.Petersen
ii -
June 9, 2000
Mr. R. C. Mattson"
{
Attorney at Law -
321 Burnett Avenue S., Suite 401'
Renton, WA 98055
• Re: Appeal of Board of Public Works Decision on WSDOT SR-167 Noise Variance
Dear Mr. Mattson:
At the regular Council meeting of.June 5, 2000, the Renton City Council adopted the
recommendation of the Planning and Development Committee regarding the appeals of
the Board of Public Works decision on the SR-167 noise variance request filed by.
Washington State Department of Transportation. A copy of the committee reported is
enclosed for your information.
If additional information or assistance is.requested,please feel free to contact this office.
Sincerely, I
•
an yn % ' rsen
City Clerk/Ca g le Manager
cc: Mayor Jesse Tanner
Council President Randy Gorman
Jana Hanson, Development Services Director
•
1055 South Grady Way - Renton, Washington 98055 - (425)430-6510 /FAX(425.)430-6516
0'This paper contains 50%'recycled material,20%post consumer
::.; , CIT' )F RENTON
41; -13)
- City Clerk
J e Tanner,Mayor Marilyn J.Petersen
• June 9, 2000
Mr. Craig J. Stone, PE, Area Admin. S. King
Washington State Dept. of Trans.,NW Region
P.O. Box 330310
Seattle, WA 98133-9710
Re: Appeal of Board of Public Works Decision on WSDOT SR-167 Noise-Variance
Dear Mr. Stone:
At the regular Council meeting of June 5, 2000,the Renton City Council adopted the
recommendation of the Planning and Development Committee regarding the appeals of
the Board of Public Works decision on the SR-167 noise variance request filed by
Washington State Department of Transportation. A copy'of the committee reported is
enclosed.for your information.
If additional information or assistance is requested,please feel free to contact this office.
Sincerely,
•
vie
.r/
/Marilyn . P- -rsen
City Clerk/Cable Manager •
:
cc: Mayor Jesse Tanner
Council President Randy;Corman • .
Jana Hanson, Development Services Director
•
1055.South Grady Way -Renton,Washington 98055- (425)430.6510/FAX(425)430-6516 •
®This paper contains 50%recycled material,20%post consumer
June 5, 2000 Renton City Council Minutes f Page 196
8'4"x15' (if less than a 45 degree angle), or 8'4"x16' (if a 45 degree angle or
greater). Compact stalls in these facilities would be 7'6"x12' (if less than a 45
degree angle), or 7'6"x13"(if a 45 degree angle or greater).
Ms. Lind added that the provisions would also allow 50% compact parking
stalls in structured parking facilities, as compared to the current 30%
requirement. They would also create a set of parking ratios,based on the
number of bedrooms per unit, for attached dwelling resident and guest parking
in structured parking garages.
The last parking regulation change would affect surface parking, and be applied
citywide. Under this proposal, standard parking spaces would be reduced from
9'x20' to 9'x18'. Compact spaces would be reduced from 8'6"x16' to 8'x15'.
In the CD zone only, surface parking dimensions would be the same as those
for a structured parking facility.
Ms. Lind concluded that the final amendments either relate to definitions, or
address several needed housekeeping changes.
Responding to Council President Corman,Ms. Lind confirmed that the
proposed parking stall dimensions reflect minimum widths and depths, and a
developer could certainly elect to increase these sizes.
In response to Councilman Corman,Ms. Lind said the surface parking stall
dimension changes that would take effect citywide would not apply to the
current on-street parking provided in the downtown. If approved,the changes
would constitute development standards that would apply to private
development(either residential or a mixed-use residential/commercial project).
Councilman Persson did not want a reduction in front yard/street setbacks to
result in site distance complications at intersections. Saying that this concern
would be addressed in design review,Ms. Lind noted that the unimproved and
unused right-of-way available on most streets helps combat this problem. Mr.
Persson added that the City should consider applying these standards to
commercial as well as to residential and mixed-used developments.
Public comment was invited.
•
Ralph Evans, 3306 NE 11th Pl.,Renton,wondered how many of the stalls in a
structured parking garage could be compact-size under the proposed changes.
Ms. Lind said they would allow up to 50% compact stalls, whereas the limit
currently is 30%.
There being no further public comment, it was MOVED BY PARKER,
SECONDED BY CORMAN,COUNCIL CLOSE THE PUBLIC HEARING.
CARRIED.
MOVED BY KEOLKER-WHEELER, SECONDED BY NELSON, COUNCIL
SUSPEND THE RULES AND ADVANCE TO THE PLANNING&
DEVELOPMENT COMMITTEE REPORT ON THE SR-167 NOISE
VARIANCE APPEAL. CARRIED.
APPEAL Planning&Development Committee Chair Keolker-Wheeler presented a report
Planning&Development regarding the SR-167 Noise Variance Appeal. The Committee received
Committee appeals on this noise variance from the Washington State Department of
Appeal: SR-167 Noise Transportation (WSDOT) and the Holiday Inn Select, covering work from
Variance(WSDOT) milepost 25 north to the intersection of SR-167 and Grady Way.
The Department of Transportation, in an attempt to mitigate the impact upon
the general public and the Holiday Inn Select,has voluntarily limited its
June 5, 2000 Renton City Council Minutes Page 195
Planning: Center Downtown This being the date set and proper notices having been posted and published in
Zone Landscaping, Setback& accordance with local and State laws, Mayor Tanner opened the public hearing
Parking Code Changes to consider amendments to the Center Downtown zone's bulk and parking
code.
Rebecca Lind, Senior Planner, explained that the purpose of the amendments is
to provide a more urban-oriented development standard in the Center
Downtown area for landscaping and setbacks. They are also intended to
encourage structured parking by allowing smaller stall width and length
dimensions and by changing compact stall percentage requirements and
parking ratio standards citywide. Ms. Lind then described each proposed
change, including:
—Establish a zero-foot minimum front yard/street setback for the below grade
portion of buildings in the Center Downtown(CD) zone.
—In the CD zone outside of the Downtown Core area,revise the minimum front
yard/street setbacks to allow the first 25 feet of a building's height to encroach
within ten feet of the public right-of-way(rather than within 15 feet). The
setback for the portions of a building higher than 25 feet would be 15 feet.
—Revise the 15-foot maximum front yard/street setback to clarify that only the
first 25 feet of a building's height is required to conform to this provision.
Portions of a building higher than 25 feet have no maximum setback.
—Simplify the minimum rear yard setbacks to clarify when one is required, and
to eliminate redundancy with any applicable landscape regulations.
—Revise the landscaping regulations to clarify that these apply to on-site
landscaping(as opposed to landscaping established and maintained in the right-
of-way).
—Allow the use of hard surfaces materials in street frontage landscape buffers
required outside of the Downtown Core Area(for example, concrete planters).
—Permit the footings of below-grade structures to encroach into the street right-
of-way, subject to City approval. This would facilitate construction of parking
garages below grade within private property by allowing the footing for the
foundation to project into the right-of-way.
—Replace the language regarding setback averaging (section 4-2-120.C)to
allow building closer to the street in the hope of encouraging a pedestrian-
oriented environment with street-related entry features. This would also
increase flexibility by allowing setback averaging where existing buildings
have an inconsistent setback in order to provide a better fit for infill
developments.
—Give direction as to when and how hard surface materials can be incorporated
into the landscape setback(hard surfaces being brick, stone,textured/colored
concrete, etc.)to provide a transition between the streetscape and the building.
Ms. Lind explained that the proposed changes to parking regulations would
affect both the Center Downtown and the Residential Multi-family/Urban
zones. The changes to parking stall dimensions and percentages would create
two standards: surface/private garage/carport, and structured parking. For the
former category, staff proposes reducing the standard stall length from 20 feet
to 18 feet, and the compact stall dimensions from 8.5'x16' to 8'x15'.
Standard stalls in structured parking garages would be smaller than those
required for surface parking or private garages or carports, as follows:
Iy
June 5, 2000 Renton City Council Minutes Page 197
requested noise variance nights to 15 in the vicinity of the Holiday Inn Select,
and seven in what is referred to as the freeway section. Since the committee, in
considering this variance, is required to consider City Code Section 8-7-8.D
concerning availability of practicable alternative methods, the application is
deemed amended to reflect this lesser request.
The Board of Public Works Findings, Conclusions and Decision should be
amended as follows:
1. Finding of Fact#5 should be expanded by adding,prior to the last sentence
thereof,the following language: "Substantial daytime closures of traffic lanes
along SR-167 and Rainier Ave. S. would prevent business customers from
having access to various businesses, including the Holiday Inn Select. As well,
the Holiday Inn Select, depending on its location for business, adjacent to I-405
and SR-167, is located in a heavily traveled section of road from which it
benefits by visibility and heavy pass-by traffic. Inherent with that benefit
comes the detriment that occasional roadway improvements and repairs will be
necessary."
2. Finding of Fact#7 should be amended by adding the following language:
"The Department of Transportation has voluntarily limited its number of
requested variance days to 15 adjacent to the vicinity of the Holiday Inn Select,
and seven in the freeway section."
3. The Decision should be modified with the initial sentence reading as
follows: "The noise variance, as requested, is granted for 15 days in the
vicinity of the Holiday Inn Select, seven days in the freeway section, and 14
days from Grady Way to S. 2nd Street."
4. The Conditions to the Decision should be modified as follows:
Condition G) should be modified to read as follows: "After receiving a
complaint from a single-family resident, the applicant will be required to take
further mitigation measures such as,but not limited to, insulating the windows
or providing motel accommodations."
Condition H) should be modified to read as follows: "A 24-hour staffed
notification phone line shall be posted, and a notice of the phone number hand-
delivered to residents in the Talbot Crest and Shattuck residential
neighborhoods to call in complaints or voice concerns."
Condition I) should be modified to read as follows: "Applicant shall be
required to give ten days' prior notification to two individual groups— 1)the
Holiday Inn Select, and 2)the Talbot Crest and Shattuck residential
. neighborhoods. FURTHER,the night work within the area of the Holiday Inn
Select should be limited to a maximum of no more than 15 nights; and the
portion of the work through the freeway section will be limited to seven
nights."
The following additional Conditions should be added to read as follows:
J) "Work in the vicinity of the Holiday Inn Select,requiring use of the noise
variance, should not begin until August 1, 2000."
K) "Noise-generating activities, including grinding and paving,in the vicinity
of the Holiday Inn Select shall commence directly in front of the hotel as early
in the evening as possible, and work away from the hotel as the night
progresses. Vibratory roller equipment cannot be used directly in front of the
hotel."
ti i
June 5, 2000 Renton City Council Minutes Page 198
L) "Department of Transportation officials met with the neighbors in the
Shattuck and Talbot Crest residential neighborhoods and offered to stage and
conduct its work in a manner that the neighbors found acceptable. The
neighborhoods therefore withdrew their opposition to the variance. The
Department of Transportation shall supply the City with a s�mmary of the
concessions given to the neighbors, such concessions shall be attached to the
variance as additional conditions as if fully set forth."
MOVED BY KEOLKER-WHEELER, SECONDED BY CO��[ZMAN,
COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED.
RI ED.
Noting this is a highly contentious project, Councilman Parlor hoped that the
State will expedite its completion to the greatest degree possble.
ADMINISTRATIVE Chief Administrative Officer Jay Covington reviewed a writt�n administrative
REPORT report summarizing the City's recent progress towards goals nd work
programs adopted as part of its business plan for 2000 and bei ond. Items noted
included:
* Citizens are invited to an open house on potential improvements to the
I-405/NE 44th St.Interchange on Tuesday, June 13th, from 4:00 to 8:00
p.m. at the Renton Senior Activity Center.
* At a recent meeting of the Employment Service Providers Network,
Renton's Community Resource Directory was nominated s one of the best
available community resources.
* More than 1800 bridge enthusiasts gathered for a four-day competition at
the Renton Community Center over Memorial Day weeke d.
* Jailer Christopher Dement recently graduated number one in Practical
Testing in the Corrections Academy Class of the Washingtl n State
Criminal Justice Training Commission.
AUDIENCE COMMENT Kristen Bamford Wynne,701 Fifth Ave. Suite 6100, Seattle, 9 104,
Citizen Comment: Wynne— representing Renton Western Wear, said this business continue to have
Sheridan Development& questions and concerns about the language of some of the cond tions of
Temporary Downtown Alley approval for the temporary closure of the public alley lying bet een Burnett
Closure and Williams Ave. S., and S. 2nd and 3rd Streets. Ms.Wynne ubmitted a
memo which requested changes or clarification to seven of the ight conditions.
MOVED BY KEOLKER-WHEELER, SECONDED BY CO ,
COUNCIL SUSPEND ITS RULES AND ADVANCE TO THE PLANNING&
DEVELOPMENT COMMITTEE REPORT ON THIS SUBJEC . CARRIED.
Planning&Development Planning&Development Committee Chair Keolker-Wheeler pr sented a report
Committee regarding the Sheridan mixed-use development temporary alley losure(Dally
Development Services: Homes,Metropolitan Place Apartments). The Committee reco mended
Sheridan Development& approval of a temporary closure of the public right-of-way portion of the alley
Temporary Downtown Alley that lies between, and parallel to,Burnett Ave. S. and Williams five. S.,
Closure between S. 2nd and S. 3rd Streets, for the construction of the loer level
parking garage of the Metropolitan Place Apartments with the fo lowing
conditions:
1. Access easements must be executed by Ren-Four,Inc.,RentorWestern
Wear, and US West to benefit American Drapery,Dally Homes, en-Four,
Inc.,Renton Western Wear, and US West. The City of Renton attorney will
provide easement agreements to all parties for signature.
2. Dally Homes will provide advance notice to all businesses wh n complete
June 5, 2000 Renton City Council Minutes _ Page 198
L) "Department of Transportation officials met with the neighbors in the
Shattuck and Talbot Crest residential neighborhoods and offered to stage and
Iconduct its work in a manner that the neighbors found acceptable. The
neighborhoods therefore withdrew their opposition to the variance. The
; Department of Transportation shall supply the City with a summary of the
concessions given to the neighbors, such concessions shall be attached to the
variance as additional conditions as if fully set forth."
MOVED BY KEOLKER-WHEELER, SECONDED BY CORMAN,
COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. •
Noting this is a highly contentious project, Councilman Parker hoped that the
State will expedite its completion to the greatest degree possible.
ADMINISTRATIVE • Chief Administrative Officer Jay Covington reviewed a written administrative
REPORT report summarizing the City's recent progress towards goals and work
programs adopted as part of its business plan for 2000 and beyond. Items noted
included:
* Citizens are invited to an open house on potential improvements to the
I-405/NE 44th St.Interchange on Tuesday, June 13th, from 4:00 to 8:00
p.m. at the Renton Senior Activity Center.
At a recent meeting of the Employment Service Providers Network,
Renton's Community Resource Directory was nominated as one of the best
available community resources.
* More than 1800 bridge enthusiasts gathered for a four-day competition at
the Renton Community Center over Memorial Day weekend.
* Jailer Christopher Dement recently graduated number one in Practical
Testing in the Corrections Academy Class of the Washington State
Criminal Justice Training Commission.
AUDIENCE COMMENT Kristen Bamford Wynne, 701 Fifth Ave. Suite 6100, Seattle, 98104,
Citizen Comment: Wynne— representing Renton Western Wear, said this business continues to have
Sheridan Development& questions and concerns about the language of some of the conditions of
Temporary Downtown Alley approval for the temporary closure of the public alley lying between Burnett
Closure and Williams Ave. S., and S. 2nd and 3rd Streets. Ms.Wynne submitted a
memo which requested changes or clarification to seven of the eight conditions.
MOVED BY KEOLKER-WHEELER, SECONDED BY CORMAN,
COUNCIL SUSPEND ITS RULES AND ADVANCE TO THE PLANNING&
DEVELOPMENT COMMITTEE REPORT ON THIS SUBJECT. CARRIED.
Planning&Development Planning&Development Committee Chair Keolker-Wheeler presented a report
Committee regarding the Sheridan mixed-use development temporary alley closure(Dally
Development Services: Homes,Metropolitan Place Apartments). The Committee recommended
Sheridan Development& approval of a temporary closure of the public right-of-way portion of the alley
Temporary Downtown Alley that lies between, and parallel to,Burnett Ave. S. and Williams Ave. S.,
Closure between S. 2nd and S. 3rd Streets, for the construction of the lower level
parking garage of the Metropolitan Place Apaituients with the following
conditions:
1. Access easements must be executed by Ren-Four,Inc.,Renton Western
Wear, and US West to benefit American Drapery,Dally Homes,Ren-Four,
Inc.,Renton Western Wear,and US West. The City of Renton attorney will
provide easement agreements to all parties for signature.
2. Dally Homes will provide advance notice to all businesses when complete
June 5,2000 Renton City Council Minutes Page 197
requested noise variance nights to 15 in the vicinity of the Holiday Inn Select,
and seven in what is referred to as the freeway section. Since the committee, in
considering this variance, is required to consider City Code Section 8-7-8.D
concerning availability of practicable alternative methods,the application is
deemed amended to reflect this lesser request.
The Board of Public Works Findings, Conclusions and Decision should be
amended as follows:
1. Finding of Fact#5 should be expanded by adding,prior to the last sentence
thereof, the following language: "Substantial daytime closures of traffic lanes
along SR-167 and Rainier Ave. S. would prevent business customers from
having access to various businesses, including the Holiday Inn Select. As well,
the Holiday Inn Select, depending on its location for business, adjacent to I-405
and SR-167, is located in a heavily traveled section of road from which it
benefits by visibility and heavy pass-by traffic. Inherent with that benefit
comes the detriment that occasional roadway improvements and repairs will be
necessary."
2. Finding of Fact#7 should be amended by adding the following language:
"The Department of Transportation has voluntarily limited its number of
requested variance days to 15 adjacent to the vicinity of the Holiday Inn Select,
and seven in the freeway section."
3. The Decision should be modified with the initial sentence reading as
follows: "The noise variance, as requested, is granted for 15 days in the
vicinity of the Holiday Inn Select, seven days in the freeway section, and 14
days from Grady Way to S. 2nd Street."
4. The Conditions to the Decision should be modified as follows:
Condition G) should be modified to read as follows: "After receiving a
complaint from a single-family resident,the applicant will be required to take
further mitigation measures such as,but not limited to, insulating the windows
or providing motel accommodations."
Condition H) should be modified to read as follows: "A 24-hour staffed
notification phone line shall be posted, and a notice of the phone number hand-
delivered to residents in the Talbot Crest and Shattuck residential
neighborhoods to call in complaints or voice concerns."
Condition I) should be modified to read as follows: "Applicant shall be
required to give ten days' prior notification to two individual groups— 1)the
Holiday Inn Select, and 2)the Talbot Crest and Shattuck residential
neighborhoods. FURTHER,the night work within the area of the Holiday Inn
Select should be limited to a maximum of no more than 15 nights; and the
portion of the work through the freeway section will be limited to seven
nights."
The following additional Conditions should be added to read as follows:
J) "Work in the vicinity of the Holiday Inn Select, requiring use of the noise
variance, should not begin until August 1, 2000."
K) "Noise-generating activities,including grinding and paving, in the vicinity
of the Holiday Inn Select shall commence directly in front of the hotel as early
in the evening as possible, and work away from the hotel as the night
progresses. Vibratory roller equipment cannot be used directly in front of the
hotel."
APPROVED BY
-1
CITY COUNCIL -
PLANNING & DEVELOPMENT COMMITTEE Date
COMMITTEE REPORT .
June 5, 2000
<SR-167;NoiseVarian'ce`Appeal
:
Referred A ril 3 `2000
The Planning and Development Committee received appeals on this noise variance from
the Washington State Department of Transportation and the Holiday Inn Select covering
work from milepost 25 north to the intersection of SR-167 and Grady Way. . .
The Department of Transportation, in an attempt to mitigate the impact upon the general
public and the Holiday Inn Select, has..voluntarily limited its requested noise variance
nights to 15 in the vicinity of the Holiday Inn Select, and.7 in what is referred to as the
freeway section. Since the ..committee, ',in considering this variance, is required to
consider City Code section'8-7-8.D ;concerning availability of practicable alternative
methods, the application is deemed amended to reflect this lesser request.
•
The Board of Public Works Findings;°Conclusions::andDecision should be amended as
follows:
1. Finding of Fact #5 should be expanded by adding, prior to the last sentence
thereof, the following language:
"Substantial daytime closures of,traffic lanes along SR-167 and Rainier
Avenue South would prevent business customers from having access to
various businesses, including the.Holiday Inn Select. As well, the Holiday
Inn Select, depending on its location for business, adjacent to I-405 and SR-
167, is located in a heavily traveled section of road from which it benefits
by visibility and heavy pass-by traffic. Inherent with that benefit comes the
detriment that occasional roadway improvements and repairs will be
necessary."
2. Finding of Fact#7 should be amended by adding the following language:
"The Department of Transportation has voluntarily limited its number of
requested variance :days.to 15:adjacent to the vicinity.of the Holiday Irin
Select, and in the freeway section.". •
Cc ,c
Planning &DevelopmentOmmittee .
June 5, 2000. •
Page - 2 .
3. .The Decision should be modified with the initial sentence reading as follows:
"The noise variance, as requested, is granted, for 15 days in the vicinity of
the Holiday Inn Select, 7 days in the freeway section, and 14 days from
Grady Way to South 2nd Street."
4. The Conditions to the Decision should be modified as follows:
Condition G) should be modified to read as follows:
"After receiving a complaint from a single-family resident, the applicant
will be required to take further mitigation measures such as, but not limited
_to, insulating the windows or providing motel accommodations."
Condition H) should be modified to read as follows:
"A 24-hour staffed notification`phone line shall be posted, and a notice of
the phone number;;hand delivered to residents :in' the Talbot Crest and
Shattuck residential`-:neighborhoods to call ':in • complaints or voice
concerns."
Condition I) should be modified toread as follows:
"Applicant shall be required to give 10 days prior notification to two
individual groups: 1) the Holiday Inn Select, and 2) the Talbot Crest and
Shattuck residential neighborhoods. FURTHER, the night work within the
area of the Holiday Inn Select should be limited to a maximum of no more
than 15 nights; and the portion of the work through the freeway section will
be limited to 7 nights."
The following additional Conditions should be added to read as follows:
J) "Work in the vicinity of Holiday Inn Select, requiring use of the noise
variance, should not begin until August 1, 2000."
K) "Noise generating activities, including grinding and paving, in the vicinity
of the Holiday Inn Select shall commence directly in front of the hotel as
: - early in the evening as possible, and work away from the hotelas the night
progresses. Vibratory roller equipment cannot be used directly in' front of.
the hotel."
•
City16:23:as.
CPlanning &DevelopmentOmmittee '
June 5, 2000
Page - 3
L) "Department of Transportation officials met with the neighbors in the
Shattuck and Talbot Crest residential neighborhoods and offered to stage
and conduct its work in a manner that the neighbors found acceptable. The
neighborhood therefore withdrew their opposition to the variance. The
Department of Transportation shall supply the City with a summary of the
concessions given to the neighbors, such concessions shall be attached to
the variance as additional conditions as if fully set forth."
' 'Aja/dv 40414 — tt)kelLet
Kathy olker-Wheeler, Chair •
_ ?) 4
// s -
--y,•-•41-1w.._ .....„..:.,..,_dor-
Tim Schlitzer, V'ce hair /' ,' ' ' '1 :- _
(
Dan Clawson, Member
City16:23:as.
-05/19/00 15:11 FAX 206 440 4806 NVR OPERATIONS `J111
it 0 ;
` RECEIVED--•
it 0 OF? SERVCES
ENTON
MAY222000 BAY 192000
Washington State 75ro
hwest Regio
� CITY OF RENTON 0 DaytonAvenue Norrh
e Department of TransportationPUBLIC WORKSADIv11N. Box 33o3io r+.EIVED
Sid Morrison Seattle,WA 9613. V
Secretary of Transportation (206)440-4000
CITY OF RENTON —
May 19,2000
MAY. 2 2 2000 Post-it°Fax Nate 7671 Dato�-!gr_co s0,
From
To j _ t f9NSorg C •+ 16. ST-b",)(
• RECEIVED co.roep!. co. I,J��i
,f"(,�l]CaLlrERK'S OFFICE CAT'r OC SAJEAS�'�
Ms.Jana Hanson, l. Phone# Phone tom) 'No— sr 9 7-1
Board of Public Works ' . Fax#(ya5) Lf"o- �30� Fax#CAltak) y Ytr YFSCYo
City of Renton
1055 South Grady Way
Renton,WA 98055
SUBJECT: WSDOT and Holiday Inn Select Noise Mitigation Meeting
Dear Ms.Hanson:
The purpose of this letter is to summarize the recent meeting to negotiate a resolution to
noise issues per the City's request. Representatives from the Washington State .
Department of Transportation.(WSDOT)and the Holiday Inn Select met on May 16,
•
2000,to explore mutually acceptable noise mitigation options for the roadway
construction in front of the Holiday Inn Select.This was the second meeting between
WSDOT and Holiday Inn Select.The first meeting was held on April 18,2000.
Immediately after the April 20,2000, appeal hearing,WSDOT offered to meet with Hotel
•
representatives to try and reach a mutually acceptable resolution.Hotel representatives .
rejected the suggestion and chose to wait until after issuance of Findings, Conclusions
and Decision by the Board of Public Works.
A noise variance is required when nighttime construction activities will generate interior
noise levels above 50 VBA(WAC 173-60-040 and RMC 8-7-2).For clarification,
WSDOT defined a"sensitive" area in front of the I-Ioliday Inn Select where construction
activity has the potential to exceed the 50 dBA interior noise limit. The sensitive area is
defined as approximately 920 feet,between Station 44+540 and Station 44+820, on SR
167 immediately adjacent to the Hotel.
At the May 16'meeting,WSDOT and the Holiday Inn Select discussed roadway
construction operations in detail.Representatives from the Holiday Inn Select commented
that they gained a better understanding of the.construction activities and workable
staging.
Cc : '11c
eoUri
05/19/00 15:11 FAX 206 440 4, NWR OPERATIONS wj uuc
f
Ms.Jana Hanson
May 19,2000
Page 2
WSDOT Proposal
WSDOT offered additional concessions in an attempt to reach a resolution that all
parties can accept.First,we've identified the sensitive area as the 92,0 feet on SR
167 immediately adjacent to the Hotel that has the potential for noise impacts.
Second,we will begin work within this sensitive area and then work away as the
night progresses. The following mitigation measures were offered in;the Holiday
Inn Select Sensitive Area:
• Turn off the vibratory mode of asphalt compaction rollers.This would prevent
the potential vibration motion transferring through the ground to the hotel.
• Disable back-up alarms on vehicles.
• Begin construction earlier than the originally proposed 10:00 PM lane closure
time starting at 8:00 PM,realizing that this will cause congestion and
inconvenience to the traveling public.These hours will be further,adjusted if
to an earlier start if traffic patterns change as construction gets started. Work
would begin within the sensitive area at the beginning of the shift\and proceed
away from the area later in the night,limiting the major noise generating
activities to early nighttime.
• Use shields to attenuate noise of portable equipment.
• Limit the nights of operation to 15 nights by requiring the use of two grinders
and two pavers or specialized equipment to yield the same results'as shown
below. WSDOT's appeal letter dated May 8, 2000 requested 14 variance
nights based on an unrestricted nighttime work sequence and time constraints.
The additional night is needed to accomplish potential noisy workin front of
Holiday Inn Select during the early hours of variance nights.
NoiseVarianceNights Nights in the Holiday Inn Select Sensitive'Area
Activity Proposal at May 16 Meeting
Grinding 4z
722
Paving
Signal Detection System
43 i
Total 15
1. Station 44+540 to 44+820
2. use of 2 grinders/pavers or specialized equipment to yield the same results
3. localized activity -noise will be minimized with shields •
The Holiday Inn Select representatives found WSDOT's proposal not acceptable.
Work after 10:00 PM when the noise variance would take affect,was thought to
05/19/00 15:11 FAX 1Ub 44U 4ZSUti lvnn urnnniivoo z -
. Ms.Jana Hanson
May 19, 2000
Page 3
cause too much of an inconvenience and disruption in the Holiday Inn Select's
priority customer's(airline crews) sleep.This could result in loss of their contract
with the airline.
Holiday Inn Select Proposal
Holiday Inn Select's representatives believe they are at risk of losing the airline
contract if they receive too many complaints.Airline crew members and pilots
with early flight assignments would likely need to get to sleep by or before 10:00
PM.The Holiday Inn Select proposed to begin lane closures at 6:00 PM and cease
noise-generating activities by 10:00 PM. They also proposed placing guests away
from the noise source(SR 167) as much as possible,but this would be limited due
to their occupancy rates which are the highest from July to September.
WSDOT representatives found Holiday Inn Select's proposal not acceptable.
Beginning work at 6:00 PM would require lane closures during the evening peak
traffic period,severely limiting traffic capacity and creating access impacts to
other businesses. Ceasing construction activity by 10:00 PM would not allow for
construction efficiency over such a short time span. WSDOT's second choice for
completing this work would be on weekends.Utilizing the variance nights already
granted,work would be scheduled for 24 hours a day throughout the weekend.
This would compress the impacts into several weekends preventing the work from
being strung out over two construction seasons.
Additional Relief
Regarding the May 8,2000,Renton City Council adoption of the recommended
report from Planning and Development Committee to authorize work in areas not
affected by the appeal to proceed, WSDOT offers the following:
• Based on typical rates of production speed for the types of equipment needed,
we would expect to be through the Ploliday Inn Select sensitive area by 11:00
to 11:30 PM.
• Requiring the contractor to pick up and move his operation outside of the
sensitive area right at 11:00 PM rather than continue,will lead to
inefficiencies and will prolong the night time work.We will need some relief
by allowing an additional number of nights for the contractor to come back
and complete the remaining short sections.
05/19/00 15:12 FAX 206 440 41 NWR OPERATIONS
• Ms_ Jana Hanson
May 19,2000
Page 4
•Thank you for your patience in allowing us the opportunity to resolve the noise issues
with the Holiday Inn Select. Unfortunately,we have not been able to reach agreement
with their representatives. We have put forth our best effort and proposal to reduce
impacts to the Holiday Inn Select while avoiding severe daytime traffic closures. My staff
will continue to try and find ways to minimize noise impacts throughout the,life of this
contract.
If you have any questions,please feel free to call me or the Project Engineer, Gary
McKee, at(206)768-5761.
Sincerely,
e/f
Craig J. Stone,PE
Area Administrator- South King
CJS:aa
cc: R.Mattson,Attorney for the Holiday Inn Select
•
•
c: }t CITE' ;'JF REN.TON
11)6t7i •
City Clerk
Jesse Tanner,Mayor Marilyn J.Petersen
May 16, 2000
Mr. Craig J. Stone, PE, Area Admin. —S. King
Washington State Department of Transportation
Northwest Region
P.O. Box 330310
Seattle, WA 98133-9710
Re: SR-167 Noise Variance Appeal
Dear Mr. Stone:
At the regular Council meeting of May 8, 2000, the Renton City Council adopted the
recommendation of the Planning and Development Committee to authorize work in areas
not affected by the subject appeal to.proceed. The Council recommended that work on
the project be permitted north of Grady Way on the condition that the contractor be
instructed that the work closest to the Holiday Inn Select, that is the first 500 feet north of
Grady Way, be accomplished as much as possible before 10 pm and that no work in that -
area occur after 11 pm. `_This restriction"maybe modified in the final decision concerning
this appeal, or upon a showing by the Department of Transportation that the decision has
worked a hardship.
•
A copy of the committee report is enclosed for your information. If I can provide
additional information,please feel free to call. ,
Sincerely;
l Yff
Marilyn Jr'e sen
City Clerk/Cable Manager
cc: Mayor Jesse Tanner -
Council President Randy Corman
Jana Hanson,Development Services Director
•
•
1055 South Grady Way - Renton, Washington 98055 -.(425)430-6510 /FAX(425)430-6516
®This paper contains 50%recycled material,20%post consumer
%, CITE' DF RENTON
4; .
.774
City Clerk
Jesse Tanner,Mayor Marilyn J.Petersen
•
May 16, 2000
Mr. R. C. Mattson .
Attorney at Law
321 Burnett Avenue S., Suite 401
Renton, WA 980955
•
Re: SR-167 Noise Variance Appeal
Dear Mr. Mattson:
•
At the regular Council meeting of May 8, 2000,the Renton City Council adopted the
:.recommendation of the Planning and Development Committee to authorize work in areas
•.not affected bythe subject appeal to proceed. The Council recommended that work on
...the project be permitted north of Grady Way on the condition that the contractor be
: instructed that the work closest to the Holiday Inn Select,that is the first 500 feet north of
-:-..Grady Way, be accomplished as much as possible before_10 pm and that no work in that
area occur after 11.pm.-.Thisrestriction may bemodified in the final decision concerning
this appeal, or upon a showing by the Department of Transportation that the decision has •
worked a hardship.
• A copy of the committee report is enclosed for your information. If I can provide .
additional information, please feel free to call. .
•
Sincerely,
•
•
• /aril n /�ii=sen
arilyn
Clerlc/Ca.le Manager ,
cc: Mayor Jesse Tanner
Council President Randy Corman -
Jana-Hanson, Development Services Director
1055 South Grady Way - Renton, Washington 98055 (425)430-6510 /FAX(425)430-6516
®This paper contains 50%recycled material,20%post consumer
App p C o 4,e e Po n/PE r 5.67.4-0 IeL--:o04
A'P --7v • It- / G'iakta
( r5At m) ©OPY
•
4111116. •
117/
Washington State Northwest Region
•
1I/ Department of Transportation 15700 Dayton Avenue North
P.O.Box 330310 —
Sid Morrison Seattle,WA 98133-9710
Secretary of Transportation •
(206)440-4000
May 8, 2000 CITY OF RENTON
MAY 1 2 2000
RECEIVED DEVELOPMENT SERVICES
Ms. Jana Hanson • CITY CLERK'S OFFICE CITY OF RENTON
Board of Public Works Chairperson MAY 10 2000
City of Renton
1055 South Grady Way RECEIVED
Renton, WA 98055
Dear Ms. Hanson:
I received the City of Renton Board of Public Works' Findings, Conclusions and
Decisions dated April 28, 2000, regarding the noise variance appeal for the State Route
167 Resurfacing Project. Thank you for the opportunity to comment. WSDOT continues
to have the following concerns:
• WSDOT has put forward the best scheduling of work possible. Any modifications to
the proposed nighttime work will have inefficiencies.and impacts.
• Noise variance allowances in the vicinity of the Holiday Inn Select and the freeway
section are inadequate to complete the work at night.
• Daytime weekend closures are the preferred alternative without sufficient nighttime
noise variances.
• Daytime weekend closures will have high impacts to business,mobility for
emergency services, and safety of the travelling public and construction crews.
• WSDOT had recent experience in the City of Seattle on State Route 99 where
daytime work resulted in substantial delays and frustrations to business owners and
the travelling public. This was a no win situation that damaged the credibility of both
agencies.
• Work directly in front of the hotel will be scheduled outside of the hotel's peak
period.
• WSDOT has offered noise mitigation measures to the hotel representatives,but they
were unwilling to negotiate.
I appreciate the City's efforts to evaluate the need for this variance, and I am pleased with
the board's findings in favor of nighttime construction work. The board granted WSDOT
the noise variance with conditions, and we are happy to comply with Conditions A
through H. However,I would like the City to reconsider portions of Condition I that limit
night work within the areas of the Holiday Inn Select and the freeway section to a
maximum of six and four nights,respectively. This restriction means that work would
have to be done during the day with resulting traffic impacts.
Jana Hanot - •
May 8, 2000
Page 2
•
•
Please let me share with you a recent.experience WSDOT had while paving State Route
99 (Aurora Avenue) in the City of Seattle. This resurfacing project had similar business
and access conditions to,SR 167/Rainier Avenue South. City of Seattle officials did not
grant a noise variance for work at night. Daytime work and concurrent lane closures thus
ensued, causing miles of grid-lock and,blocked access to businesses. Ongoing complaints
from the public and business owners were received by the City and WSDOT, creating a
difficult and uncomfortable work environment for construction crews and agency staff
alike,and damaged the credibility of both agencies.We hope to-avoid a repeat of this
experience.
The board's findings stated that the use of two grinders and scheduling of the work could
lessen the needed number of noise variance nights.This document illustrates the best
construction schedule we can offer. Changes to this schedule will result in inefficiencies
that will negatively affect the citizens of Renton and surrounding communities.
Holiday Inn Select Vicinity
WSDOT evaluated using two grinders in the vicinity of the hotel, as shown in the table
below. WSDOT's appeal asked for 16 noise variance nights,with six of those nights
proposed for grinding activity. Using two grinders,as the board requested,may reduce
the grinding activity from six nights to four nights.However, I would like the City to
understand that it will be a challenge to do the grinding work in four nights. WSDOT is
committed to do our best,but we are not confident that using two grinders in that location
at one time would be successful due to the tight confines of the work area.
Four of the variance nights will be dedicated to installing the signal detection system,
which requires the use of saw cutting equipment. This activity is localized and the noise
will be minimized with the use of shields. Therefore,a total of 14 noise variance nights in
the vicinity of the hotel are needed.
Noise Variance Nights in the Holiday Inn Select Vicinity
Activity Original Request New Request
Grinding 6 4*
Paving 6 6
Signal Detection System 4** 4**
Plastic Removal 0 0
Total 16 14
* use of 2 grinders
** localized activity which will be minimized with shields
Ms. Jana Hanson
May 8,2000
Page 3
WSDOT met with Holiday Inn representatives to identify ways to mitigate noise impacts.
WSDOT proposed to start the noise-generating activities (grinding and paving) directly in
front of the hotel early in the evening and work away from the hotel as the night
progressed. Furthermore, WSDOT proposed that vibratory roller equipment not be used
directly in front of the hotel. These measures will reduce night-long noise impacts to the
patrons of the hotel. Unfortunately,the Holiday Inn representatives did not accept these
mitigation measures.
Freeway Section
WSDOT's appeal asked for eight noise variance nights to accomplish the work in the
freeway section, as shown in the following table. At the board's request,we've found
ways to reduce our request to seven variance nights, with the use of HOV closures that
WILL have some traffic impacts. We also evaluated the use of two grinders;however,
due to inefficiencies in construction operation,the use of two grinders has little time
saving benefit in the freeway section.
Noise.Variance Nights in the Freeway Section
Activity . Original Appeal New Request
Grinding 3. 2
Paving 4 4
Signal Detection System 0 0
Plastic Removal 1 1
Total 8 7
Impacts if Requested Variance is Not Granted
If the full number of variance nights that we request are not granted, some of the work
will need to be accomplished during weekend days. Although both WSDOT and the
City's traffic experts cannot quantify the exact impacts,both agencies agree that weekend
• day work will cause gridlock, limit access to businesses,restrict mobility of emergency
services, and frustrate the'travelling public. The traffic volumes on SR 167 at the freeway
section and hotel area are generally as high on weekends as weekdays.
Weekend traffic entering the city for work,business or shopping will be severely
restricted. We expect to get complaints from the travelling public,but those complaints
could be jointly managed by WSDOT and the City. If the City chooses to grant only four
variance nights in the freeway section,then carry over work will have to be accomplished
Ms. Jana Hanson'
May 8, 2000
Page 4
•
• during weekend day closures. Weekend day closures will have more impact to citizens in
the Renton area than seven nighttime closures.
I feel strongly that daytime closures in the vicinity of the hotel will generate numerous
complaints from the travelling public hnd business. I urge you to reconsider the noise
variance limitation and allow us 14 noise variance nights in the vicinity of the hotel.
• -Before closing, I would like to point out an additional work scheduling opportunity that
may reduce the hotel's concerns. In the board's Findings, Conclusions and Decision, it
states that 90% of the hotel's business is from April to July. We will schedule the work in
the hotel vicinity to occur after July.
WSDOT is ready to cooperate with the hotel on additional mitigation measures and that
we are committed to a resolution that all parties can accept.
Thank you for reconsidering night time work limitations within the areas of the Holiday
Inn Select and freeway section. I assure you that during construction, WSDOT will do
everything possible to reduce the noise generated from,this project. If you have any
questions,please feel free to call me or the Project Engineer, Gary McKee, at(206) 768-
5761.
Sincerely,
Craig J. Stone, PE
Area Administrator South King
CJS:sct
cc: R. Mattson, Attorney for the Holiday Inn Select
/9DPEP te b MDeNG4i c)„11-..00
leeP:. 10 ®t. - _i &obi/4 . (, e-1 lePim
Ronald C. Mattson, AL-,ney at Law
321 Burnett Avenue South,Suite 401
Renton,Washington 98055
(425)255-5657 Fax: (425)235-1869
Toll-Free:1-888-655-5657
May 11, 2000
CITY OF RENTON
Renton City Council
Planning and Development Committee MAY 1 1 2000
1055 Grady Way RECEIVED
Renton, WA 98055 CITY CLERK'S OFFICE
Subject: Appeal of Decision of Board of Public Works:Noise Variance for SR-167 Resurfacing
Dear Members of the Committee:
The revised"complete" Findings, Conclusions and Decision of the Board of Public Works on remand
from this committee have been received and reviewed. These revised Findings are a fairly transparent
attempt to re-cast the original into a form supporting the foregone conclusion that the variance would be
granted. In other words, they constitute nothing more than different clothes for the same body, dressed
up for a different occasion. However, that does not make them pass legal muster any better.
A few examples (numbers refer to Finding numbers):
2. The statement that there"will be grinding only in the median almost to Grady Way South"
is incomplete. Where is the beginning point? Within the sensitive area most affecting Holiday Inn Select
and its guests, there is no median so it cannot be posited that the grinding will will only be in the median
almost to Grady Way.
3. There is no support in the record that the level of maximum noise would be rare and
temporary. It should not need pointing out that this entire project is temporary but that does not lessen
its odousness.
4. While noise levels drop with distance, it is patently NOT TRUE (nor supported in the
record)that "walls and windows lessen noise to one degree or another;" they in fact can and do increase
the noise by echo and reverberation effects.
7. There is no support in the record, other than an unsupported opinion of the variance
applicant, that there would otherwise be"large-scale backups and massive gridlock" nor that"[t]raffic
would back up all the way to Kent down SR-167." This is simply another case of hyperbole which has
apparently been bought in its entirety by the Board. As stated at the hearing April 20, there will be
adverse traffic impacts as a result of this resurfacing project; that cannot be avoided. What can and
should be avoided is the disruption of the quiet hours of the night when many residents and guests are
trying to get a night's sleep.
8. There is nothing in the record to support the Finding that congestion would be
"unacceptable."
Ce, : a. 7 „'41K'
May 11, 2000
Planning&Development,.Page 2
9. The doubling and tripling of costs is totally unsupported in the record and was stated as a
"probably" by the variance applicant and NOT by a person who had anything to do with the financial
aspects of the project.
11. There was no nighttime testing so the finding as to "normal nighttime ambient noise" is
purely speculative and unfounded.
12. This Finding fails to recognize that the two-year contract may be cancelled and that the
flight crews may demand and receive immediate relocation to comparable accommodations if they are
unsatisfied-with the Holiday-Inn Select. It is submitted that this project, creating the volume of noise
which has been analogized to that of a fire alarm sufficient to wake a sleeping person, would be sufficient
cause for a flight crew to demand relocation and; for the period of time in question, this would ultimately
result in the loss of that contract to Holiday Inn Select.
The following comments relate to the numbered Conclusions:
1.1. The undue hardship of the Washington Department of Transportion(WSDOT) is not
supported.
1.2.. This conclusion flies in the face of most of the evidence before the Board and Committee.
1.3.:.. Simply unsupported; there are workarounds which the Board has not considered.
1.5 - 7.These appear to be no more than recitations of the Code and, therefore, do not stand as
Conclusions.
3... That work during.the.:day.:would."undoubtedly be riskier" is a conclusion beyond the reach
of the Findings and the testimony. What is undoubtedly true is that work at night is riskier due to the
reduction in visibility.
The conditions under which the variance is,now granted deletes the requirement that backup alarms be
deactivated and replaced with personnel. The requirement of"two substantial continuing complaints" is
an unenforceable standard.
The Committee is respectfully requested to reverse the action of the Board and deny the variance.
Respectfull bmitted,
R. C. Mattson
RCM/abm
cc: Client
4, 05/08/00 14:29 FAX 206 440 4806 N%YR OPERATIONS I?j 001
RECEWED
goE--). ( L�QP�IA;�1i SERVICES
Allikk �[�Y`O �NTON
CITY OF RENTON ����YY
Washington State . . Northwest
o rt �I�NgcuNea0O
Department of TYansportation P.O.Box 330310
• SWMorrison MAY 1 2 2000 Seattle,WA 96133-9RECEI\y/GCD
Secrelary of Transportation
RECEIVED . (206)440.4000
•
• May 8;2000 CITY CLERK'S OFFICE
Post-it°Fax Note 7671 DBIB - pages► 9
To -31n=truA PfPn )SON From CO-AIG- 5 7714QC
CoiDeRt. Co. (p5-l`oT
Ms. Jana Hanson M °P eAsT•Y�+�)
Phone# Phonj3tl_ \ p--Y+
Board of Public Works Chairperson o�41
City of Renton Fax t.thaS) Y 3 0 —9-3.0t) Fax#(awl'i y 0 . `t tex. ,
1055 South Grady Way .
Renton, WA 98055
Dear Ms.Hanson: •
I received the City of Renton Board of Public Works' Findings,Conclusions and
Decisions dated April 28, 2000,regarding the noise variance appeal for the State Route
167 Resurfacing Project. Thank you for the opportunity to comment. WSDOT continues
to have the following concerns:
• WSDOT has put forward the best scheduling of work possible.Any modifications to •
the proposed nighttime work will have inefficiencies and impacts.
• Noise variance allowances in the vicinity of the Holiday Inn Select and the freeway
section are inadequate to complete the work at night.
• Daytime weekend closures are the preferred alternative without sufficient nighttime
noise variances_
• Daytime weekend closures will have high impacts to business, mobility for
emergency services, and safety of the travelling public and construction crews.
• WSDOT had recent experience in the City of Seattle on State Route 99 where
daytime work resulted in substantial delays and frustrations to business owners and
• - the travelling public.This was a no win situation that damaged the credibility of,both
agencies.
• Work directly in front of the hotel will be scheduled outside of the hotel's peak
period.
• WSDOT has offered noise mitigation measures to the hotel representatives,but they
were unwilling to negotiate.
I appreciate the City's efforts to evaluate the need for this variance, and I am pleased with
the board's findings in favor of nighttime construction work The board granted WSDOT
the noise variance with conditions,and we are happy to comply with Conditions A
through H. However,I would like the City to reconsider portions of Condition I that limit
night work within the areas of the Holiday Inn Select and the freeway section to a
maximum of six and four nights,respectively.This restriction means that work would
have to be done during the day with resulting traffic impacts.
05/08/00 14:30 FAX 206 440 4806 NWK UrbKAJAuna wj V V4
Ms.Jana Han:.
May 8, 2000
Page 4.
during weekend day closures. Weekend day closures will have more impact to citizens in
the Renton area than seven nighttime closures.
I feel strongly that daytime closures in the vicinity of the hotel will generate numerous
complaints from the travelling public and business.I urge you to reconsider the noise
variance limitation and allow us 14 noise variance nights in the vicinity of the hotel.
Before closing, I would like to point out an additional work scheduling opportunity that
may reduce the hotel's concerns. In the board's Findings,Conclusions and Decision, it
states that 90% of the hotel's business is from April to July.We will schedule the work in
the hotel vicinity to occur after July.
• WSDOT is ready to cooperate with the hotel on additional mitigation measures and that
we are committed to a resolution that all parties can accept.
Thank you for reconsidering night time work limitations within the areas of the Holiday
•
Inn Select and freeway section. I assure you that during construction, WSDOT.will do
everything possible to reduce the noise generated from this project. If you have any
questions,please feel free to call me or the Project Engineer, Gary McKee, at(206)768-
5761_
Sincerely,
td
44)
Craig J. Stone, PE
c-6c)
Area Administrator- Sou'
(P-119
CJS:sct
cc: . R. Mattson,Attoi
•
• 05/08/00 14:29 FAX 206 440 4806 NVR OPERATIONS 01002
Ms. Jana Hanson
May 8,2000
Page 2
Please let me share with you a recent experience WSDOT.had while paving State Route
99 (Aurora Avenue) in the City of Seattle.This resurfacing project had similar business
and access conditions to SR 167/Rainier Avenue South. City of Seattle officials did not
grant•a noise variance for work at night.Daytime work and concurrent lane closures thus
ensued, causing miles of grid-lock and blocked access to businesses. Ongoing complaints
from the public and business owners were received by the City and WSDOT, creating a
difficult and uncomfortable work environment for construction crews and agency staff
alike, and damaged the credibility of both agencies. We hope to avoid a repeat of this
experience.
The board's findings stated that the use of two grinders and scheduling of the work could
lessen the needed number of noise variance nights.This document illustrates the best
construction schedule we can offer. Changes to this schedule will result in inefficiencies
that will negatively affect the citizens of Renton and surrounding communities.
• Holiday Inn Select Vicinity
WSDOT evaluated using two grinders in the vicinity of the hotel, as shown in the table
below. WSDOT's appeal asked for 16 noise variance nights,with six of those nights
proposed for grinding activity.Using two grinders, as the board requested, may reduce
the grinding activity from six nights to four nights. However,I would like the City to
understand that it will be a challenge to do the grinding work in four nights.WSDOT is
committed to do our best,but we are not confident that using two grinders in that location
at one time would be successful due to the tight confines of the work area.
Four of the variance nights will be dedicated to installing the signal detection system,
which requires the use of saw cutting equipment.This activity is localized and the noise
will be minimized with the use of shields.Therefore,a total of 14 noise variance nights in
the vicinity of the hotel are needed.
Noise Variance Nights in the Holiday Inn Select Vicinity • .
Activity Original Request New Request
Grinding
6 4*
• Paving 6 6
Signal Detection System 4** 4**
Plastic Removal 0 0
Total 16 14
* use of 2 grinders
** localized activity which will be minimized with shields
05/08/00 14:29 FAX 206 440 45U6 NM( UYr;KA11UNS LJL .)
Ms. Jana Hans(-
May 8,2000
Page 3
WSDOT met with Holiday Inn representatives to identify ways to mitigate noise impacts.
WSDOT proposed to start the noise-generating activities (grinding and paving) directly in
front of the hotel early in the evening and work away from the hotel as the night
• progressed. Furthermore,WSDOT proposed that vibratory roller equipment not be used
directly in front of the hotel. These measures will reduce night-long noise impacts to the
patrons of the hotel. Unfortunately,the Holiday Inn representatives did not accept these
mitigation measures.
Freeway Section
WSDOT's appeal asked for eight noise variance nights to accomplish the work in the
•freeway section,as shown in the following table.At the board's request, we've found
ways to reduce our request to seven variance nights,with the use of HOV closures that
WILL have some traffic impacts. We also evaluated the use of two grinders;however,
due to inefficiencies in construction operation, the use of two grinders has little time
saving benefit in the freeway section.
Noise Variance Nights in the Freeway Section
Activity Original Appeal New Request
Grinding 3 • 2
Paving 4 4
Signal Detection System 0 0
Plastic Removal 1 1
Total 8 7
•
Impacts if Requested Variance is Not Granted
If the full number of variance nights that we request are not granted, some of the work
will need to be accomplished during weekend days.Although both WSDOT and the
City's traffic experts cannot quantify the exact impacts,both agencies agree that weekend
day work will cause gridlock, limit access to businesses,restrict mobility of emergency
services, and frustrate the travelling public.The traffic volumes on SR 167 at the freeway
section and hotel area are generally as high on weekends as weekdays.
Weekend traffic entering the city for work,business or shopping will be severely
restricted.We expect to get complaints from the travelling public,but those complaints
could be jointly managed by WSDOT and the City.If the City chooses to grant only four
variance nights in the freeway section,then carry over work will have to be accomplished
May 8,2000 Renton City Council Minutes Page 152
the Facilities Division Fund#306 in Community Services to complete the
project as currently planned. Fund#306 includes the budget for the exterior
upgrades to Old City Hall (200 Mill Ave. S. Building).
Additionally, a formal protest has been submitted by Taggart Construction, the
second low bidder, challenging Stouder's submission of a portion of their bid
on a form that was superceded in its entirety by an addendum bid form. The
addendum bid form included a lump-sump line item for a trench safety system
which is required when trench safety systems are included in the work. Staff
sought a legal opinion from Larry Warren and David Dean, Renton's city
attorneys. They concluded that the Stouder bid, although initially submitted on
an improper bid form, did not confer a substantial advantage or benefit on
Stouder. Contrary to the situation in the Washington Appellate decision of
Land Construction v. Snohomish County, Stouder did not have the right to
refuse to submit a second, corrected bid form, thereby controlling the outcome.
The subsequent submittal of the bid on the proper form was not an option by
Stouder. The City would have been entitled to forfeit Stouder's bid bond if
they had refused to resubmit their bid on the required form. Stouder gained no
material advantage over other bidders by submitting part of their bid on the
incorrect form. The city attorneys recommended awarding the contract to
Stouder General Construction. Based on this opinion, the Community Services
Committee recommended concurrence with the staff conclusion that Stouder
General Construction is a conforming bidder, that the City formally reject
Taggart Construction's protest, and that the contract be awarded to Stouder
General Construction.
The Committee further recommended that the Mayor and City Clerk be
authorized to sign a contract with Stouder General Construction for $161,000 to
complete construction of the flood wall at Old City Hall. MOVED BY
NELSON, SECONDED BY PERSSON, COUNCIL CONCUR IN THE
COMMITTEE REPORT. CARRIED.
Utilities Committee Utilities Committee Chair Clawson presented a report recommending
Public Works: Northward concurrence in staff's recommendation that the City participate in the
Homes Sanitary Sewer installation costs of sanitary sewers for the Ernst Plat by the method developed
Installation for Ernst Plat(City by staff and the developer. The Committee further recommended that staff be
Reimbursement for authorized to reimburse Northward Homes for actual costs not to exceed the
Realignment) requested $193,561.47. Costs in excess of the requested amount shall be
brought back to the Council for its approval. MOVED BY CLAWSON,
SECONDED BY PARKER,COUNCIL CONCUR IN THE COMMITTEE
REPORT. CARRIED.
Planning & Development Planning&Development Committee Chair Keolker-Wheeler presented a report
Committee regarding the SR-167 Noise Variance Appeal. The Committee received a
Appeal: SR-167 Noise request from the Washington State Department of Transportation (WSDOT) to
Variance Appeal, Bifurcation allow it proceed with work in areas not affected by the variance appeal. The
of Project appeal affects only the area immediately surrounding the Renton Holiday Inn
Select and south of 1-405. The entire project affects the area along SR-
167/Rainier Ave. S. from milepost 25 along Rainier Ave. S. to S. 2"d Street.
There is no reason to stop the work in areas not affected by this appeal. The
Committee recommended that the Council permit work north of Grady Way on
the condition that the contractor be instructed that the work be staged in such a
manner that the work closest to the Holiday Inn Select, that is, the first 500 feet
north of Grady Way, be accomplished as much as possible before 10:00 p.m.
and that no work in that area occur after 11:00 p.m. This restriction may be
modified in the final decision concerning this appeal, or upon a showing by the
•
May 8, 2000 Renton City Council Minutes Page 153
Department of Transportation that it has worked a hardship. MOVED BY
KEOLKER-WHEELER, SECONDED BY CLAWSON, COUNCIL CONCUR
IN THE COMMITTEE REPORT. CARRIED.
Councilmember Keolker-Wheeler explained that Renton's city attorney agreed
• it would be appropriate to bifurcate this project because a portion of it was not
appealed, and WSDOT would like to take advantage of the current paving
weather and get started on the part of the project which is not under appeal.
Ms. Keolker-Wheeler emphasized that part of this project does remain under
appeal, and thus is still subject to the rules pertaining to quasi-judicial matters.
Transportation Committee Transportation Committee Chair Persson presented a report regarding a
Franchise: Metromedia Fiber franchise document for Metromedia Fiber Network Services, Inc. Metromedia
Network Services Fiber Network Services, Inc., a telecommunications provider and carrier, has
requested a franchise agreement with the City of Renton. Conduit and cable
will be installed underground using conventional trenching, horizontal boring
and directional drilling methods. This is a proposed 10 (ten)year franchise
agreement between Renton and Metromedia.
Metromedia Fiber Network Services, Inc. is a direct, wholly owned subsidiary
of Metromedia Fiber Network, Inc., a publicly traded Delaware corporation.
Metromedia is registered with the Washington Utilities and Transportation
Commission as a competitive telecommunications company, and is authorized
to provide non-switched dedicated and private line,high-capacity fiber optic
transmission services.
The Committee recommended concurrence in the staff recommendation to
approve the Metromedia franchise agreement. City Code encourages
telecommunications services such as this to promote competition and provide
advanced services on the widest possible basis to businesses, institutions and
residences of the City.
The Committee further recommended that the Mayor and City Clerk be
authorized to execute the franchise agreement. MOVED BY PERSSON,
SECONDED BY CLAWSON, COUNCIL CONCUR IN THE COMMITTEE
REPORT. CARRIED.
Finance Committee Finance Committee Chair Parker presented a report regarding a change in the
Utility: Water Shutoff Policy procedure for notification of water shutoffs at multi-family facilities. The
&Procedures Committee has revised the ordinance amending Sections 8-4-33.B and 8-4-
44.A of Chapter 1,Water, of Title VIII (Health and Sanitation) of City Code, to
impose a fee upon landlords for each unit that must be notified of a shutoff of
water service. The Committee recommended that the ordinance be presented
for first reading. MOVED BY PARKER, SECONDED BY NELSON,
COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. (See
later this page for ordinance.)
ORDINANCES AND The following resolution was presented for reading and adoption:
RESOLUTIONS
Resolution #3455 A resolution was read approving the Honey Creek Heights final plat; 19 single
Plat:Honey Creek Heights, family lots on 2.84 acres located in the vicinity of NE 25th St. and Ferndale Pl.
NE 25th St&Ferndale PINE NE(FP-00-028). MOVED BY CLAWSON, SECONDED BY KEOLKER-
(FP-00-028) WHEELER,COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED.
The following ordinances were presented for first reading and referred to the
Council meeting of 5/15/00 for second and final reading:
• APPROVED BY '
•
CITY COUNCIL
PLANNING &DEVELOPMENT COMMITTEE
Date'. 51-r- "
COMMITTEE REPORT
•
May 8, 2000 •
6PPe
... .. . ...:.,,(Referred.Ap
4,
n13;2000) ..- .
The Planning .and Development Committee has received a request from the •
Washington State Department of Transportation to allow it to proceed with work in
areas not affected by the variance appeal. The appeal affects only the area
immediately surrounding the Renton HolidayInn Select,and south of I-405. The
entire project affects the area along SR167 / Rainier Ave. South from milepost.25
along Rainier Avenue South to South 2nd Street. .
There is no reason to stop the work in areas not,affected by this appeal. The
Planning and Development Committee-recommends that the Council permit work
north of Grady Way, on the condition that the;.contractor be instructed that the
work be staged in such a manner that..the work closest to'the Holiday Inn Select, •
that is the first 500 feet north,of Grady Way, be.accomplished as much as possible
before 10:00 P.M. and that lno work in .-that' area occur after 11:00 P.M. This
restriction may be modified in;the final decision concerning this appeal, or upon a
showing by the Department of Transportation that it has worked a hardship.
613-44 6f
Kathy K lker-Wheeler,Chair ; • `'
v
Tim Schlitzer i -.Cha'
0
Dan Clawson, Member `' ::
•
t$ ` F )EIVED CIT OF RENTON
Office of the City Attorney
Jesse Tanner,Mayor
MAY 0 4 2000 Lawrence J.Warren
RENTON CITY COUNCIL
SENT VIA FACSIMILE AND REGULAR MAIL
May 1, 2000
Mr. Gary L. McKee
Department of Transportation
6431 Corson Avenue South
Seattle, Washington 98108
Mr.Ronald C. Mattson
Attorney at Law
321 Burnett Avenue South, Suite 401
Renton, Washington 98055
Re: Appeal of Decision of Board of Public Works Concerning Noise Variance for the
Resurfacing of SR-167
Dear Mr. McKee and Mr. Mattson: ;
I'm enclosing a copy of the Findings, Conclusions and Decision of the Board of Public Works.
As you will recall, the Planning and Development Committee remanded the variance to the
Board for entry of complete Findings, Conclusions and Decision. This document is the result of
that remand. The Planning and Development Committee will allow one week for written
comments to these Findings, Conclusions and Decision before making a decision on this appeal. •
Very truly yours,
./.Lawrence J. Warren
LJW:as.
cc: 16y Covington
WPlanning and Development Committee
Jana Hanson
A8.173:30.
Post Office Box 626 - 100 S. 2nd Street - Renton, Washington 98057 - (425)255-8678
BEFORE THE BOARD OF PUBLIC WORKS
• FOR THE CITY OF RENTON, WASHINGTON
Nighttime Noise Variance from Renton FINDINGS, CONCLUSIONS AND
City Code Section 8-7-2 Requested by the DECISION
Washington State Department of
Transportation
This nighttime noise variance request came on before the Board of Public works,
upon the application of the Washington State Department of Transportation, as per
section 8-7-2 of the Renton City Code. A public hearing was conducted on this matter on
March 2, 2000. Witnesses for and against the noise variance testified and from that
testimony the Board of Public Works has made the following Findings, Conclusions and
rendered the following Decision.
FINDINGS.
1. The variance requested is for a period of 65 days starting in May and
interspersed throughout the project which runs until December 2000.
2. The project for which the variance is requested involves work on SR-167
from milepost 25 north to South Second Street. There will be grinding only in the
median almost to Grady Way South. Approaching Grady Way South there will be
grinding in the left turn lane. North of Grady Way there will be grinding from curb to
curb. There will also be some grinding on the approaches to I-405. Follow-up paving,
lane marking and other work will be necessary to complete the project.
FINDINGS, CONCLUSIONS AND DECISION
Page l
3. Equipment used on the project will vary in noise level. For the purpose of
this variance it was stated that the maximum noise level of any of the equipment would
be 90 dBA at 50 feet from the work site. This level of noise will be rare and temporary
as the majority of the equipment does not have that great of a noise level, and
additionally, the equipment will be moving and therefore will infrequently be only 50 feet
from the receiving site.
4. Noise levels drop with distance. Noise levels also drop when there are
barriers between the noise source and the receiving site. Such things as noise shields,
trees, geographical features, walls and windows lessen noise to one degree or another.
5. The City's noise regulations require significant decrease in noise at the
receiving site between the hours of 10:00 P.M. and 5:00 A.M. This is particularly true
when the receiving site is a single-family residence. During the low noise period the
acceptable reading at the residence is 50 dBA.
6. Grinding and repaving work will require lane restrictions. SR-167 and I-
405 both have very heavy traffic volumes during the day. The traffic volumes are
generally as high on the weekends as on the weekdays, although the peak traffic times are
different.
7. Shutting down one, and sometimes two lanes for the grinding and
repaving work would result in large-scale backups and massive gridlock. Traffic would
back up all the way to Kent down SR-167, but the worst backup areas would be north of
Grady Way because of the signalized intersections.
8. Conversely, traffic volumes are much lower at night and lane closures
could be handled without causing unacceptable congestion.
FINDINGS, CONCLUSIONS AND DECISION
Page 2
9. Daytime work would double and possibly triple the project costs, due to
traffic disruption of the work.
10. For the grinding and repaving work, exterior noise levels were monitored
and generally found to be between 65 and 70 decibels. The worst noise levels were
measured at several places along the project. Along Lake Avenue, the worst noise level
at the exterior was 66 to 72 dBA. West of the project, the worst noise level was 69 dBA
at the Hilton. Further north, the worst noise level at the Holiday Inn Select was 84 dBA.
All of these readings were exterior noise levels. As the project moves away from the
receiving source the decibel levels will fall because of distance. Interior noise levels will
be further decreased because; of walls and windows between the noise source and the
interior of the building. Interior noise levels will drop approximately 25 dBA with
double insulated windows and approximately 20 dBA with regular windows. Presuming,
therefore, that the Holiday Inn Select has only single-pane windows, the noise level at the
exterior, at its maximum of 84 dBA, should be reduced in the interior by 20 dBA, or to a
noise level of 64 dBA in the interior of the Holiday Inn Select.
11. Other common noise sources were discussed. A semi truck is 95 dBA at
50 feet, an ambulance is 87 dBA, a jet is a 140 dBA, a garbage disposal is 80 dBA, an air
conditioner at 20 feet is 60 dBA, light auto traffic is 50 dBA and a whisper is 25 dBA.
Normal nighttime ambient noise in the area is 52-55 dBA.
12. The Renton Holiday Inn Select is located at the northeast corner of the
intersection of SR-167 and I-405. As such, it is exposed to freeway on both sides.
Approximately 90% of its business is from April to July, with corporate travel being 70%
of its business, the airlines 20%, and families 10%. The airlines have a contract with the
FINDINGS, CONCLUSIONS AND DECISION
Page 3
hotel which states that if they are unhappy with any of the hotel features they can cancel
within a 30 day time frame. Holiday Inn Select believes that the noise levels discussed
will interfere with sleep and may result in cancellation of their contract.
13. Residents living along Talbot Crest Drive believe noise levels of 65-76
dBA are intolerable. It was pointed out that the noise variance request was for the
summer months, a point in time when people would open their windows at night if there
was warm weather. Even with double-pane windows the early morning noise level is
high, and double pane windows do not adequately dampen the noise.
14. Use of two grinders and scheduling of the work could lessen the needed
number of nights of variance around the Holiday Inn Select and through the I-405
section.
FROM THE FOREGOING FINDINGS, THE BOARD MAKES THE
FOLLOWING CONCLUSIONS.
1. The factors in granting this variance are detailed in City Code section 8-7-
8.D, which states:
1. That the applicant will suffer an undue hardship and the variance is
necessary because of special circumstances applicable to the applicant's property or
project, and that the strict application of this Chapter will deprive the subject property
owner or applicant of rights and privileges enjoyed by others.
2. That the granting of the variance will not be materially detrimental
to the public health, welfare or safety, or unduly injurious to the property or
improvements in the vicinity of the location for which this variance is sought.
FINDINGS, CONCLUSIONS AND DECISION
Page 4
3. That the variance sought is the minimum variance which will
accomplish the desired purpose.
4. That the variance contains such conditions deemed to be necessary
to limit the impact of the variance on the residence or property owners impacted by the
variance.
5. The importance of the services provided by the facility creating the
noise and the other impacts caused to the public safety, health and welfare balanced
against the harm to be suffered by residents or property owners receiving the increased
noise permitted under this variance.
6. The availability of practicable alternative locations or methods for
the proposed use which will generate the noise.
7. The extent by which the prescribed noise limitations will be
exceeded by the variance and the extent and duration of the variance.
2. The Code section indicates that the Board may consider the factors, but
none of them are mandatory for granting the variance.
3. Factor No. 1 discusses undue hardship to the applicant. In this instance
the applicant is the state of Washington, representing the people of the state, and its
Department of Transportation, representing the highway users of the state. Hardship has
been proven. Not only would extraordinary traffic problems be encountered because of
daytime work, the cost of the project would be increased substantially. While there was
little discussion of safety, work during the day would undoubtedly be riskier for both the
contractor and the general public.
FINDINGS, CONCLUSIONS AND DECISION
Page 5
4. Perhaps the most crucial factor is factor no. 5 requiring a balance between
the harm to be suffered by residents or property owners against the harm to the creator of
the noise. While there is definitely harm to the residents and property owners, the degree
of harm is greater to the general public, the motoring public, and the general business
community in the City of Renton. The harm to the residents and local property owners
can be partially offset by adequate mitigation measures.
5. There is not a practical alternative to granting the noise variance.
Weekday daytime work only results in massive traffic jams as would daytime weekend
work. There would be harm to local businesses due to the traffic problems. As stated in
the prior finding, the balance of harm tips in favor of granting the variance.
6. Factor 2 discusses whether or not the variance will be materially
detrimental to the public health, welfare or safety. Public health may be a concern
because of continued noise. Public safety will actually be furthered by granting the
variance. The variance should not be unduly injurious to the property or improvements
in the vicinity of the work, except to the extent that it could cause loss of business to
hotels, primarily the Renton Holiday Inn Select. Again, the harm can be offset, at least
partially, with mitigation measures.
7. The variance, as sought, is not the minimum variance that can be granted
to accomplish the desired purpose. The number of days requested are too many, and so
the variance sought should be limited.
FROM THE FOREGOING FINDINGS AND CONCLUSIONS, THE BOARD
OF PUBLIC WORKS MAKES THE FOLLOWING DECISION.
The noise variance, as requested, is granted, subject to the following conditions:
FINDINGS, CONCLUSIONS AND DECISION
Page 6
A) A W.S.D.O.T. person well versed in noise mitigation measures will
conduct a training session with project inspector and contractor personnel.
This session will include the requirements of the variance, construction
equipment involved, ways to keep the noise to a minimum, and
consequences of failure to comply with the variance. WSDOT will submit
a confirmation document to the City, noting all personnel and inspectors
who will attend this training. In addition to providing the training,
WSDOT shall grant the necessary authorization to have an acoustics
expert/inspector on-site at all times to ensure immediate enforcement
actions of all mitigation measures.
B) All required back-up alarms to be used at night will be the least obtrusive
OSHA approved ambient sensitive type.
C) All truck beds used in the removal of debris will be lined with rubber to
reduce noise impact.
D) With regard to material removed or placed during grinding operations, any
material spilled on the roadway surface shall be removed by sweeping.
No scraping type equipment shall be used.
E) Stationary equipment such as light plants, generators, etc., shall be
shielded from the residential areas. The required equipment shields will
be fabricated, by the contractor(s), per specifications (included in the
project plans).
•F) Weekly reports shall be submitted by WSDOT to the City providing
information on complaints/problems/resolutions and indicating the number
of accumulated nights used through the duration of the project.
G) After two (2) substantial continuing complaints are received and reviewed
by staff; the applicant may be required to accomplish testing in the
bedrooms of affected residents. If tests are above the allowed dBA during
construction, then applicant will be required to take further mitigation
measures such as, but not limited to, insulating the windows or providing
motel accommodations.
H) A 24-hour notification phone number shall be posted for residents to call
in complaints or voice concerns.
I) Applicant shall be required to give ten days prior notification to two
individual groups: 1) the Holiday Inn Select, and 2) the Talbot Crest and
Shattuck residential neighborhoods. FURTHER, that the night work
within the area of the Holiday. Inn Select be limited to a maximum of no
more than six nights; the portion of the work through the freeway section
be limited to a maximum of four nights.
FINDINGS, CONCLUSIONS AND DECISION
Page 7
DATED this day of , (.4.(11 , 2000.
Respectfully submitted,
Tangy anson, Ch •
oard of Public Works
3.13:57:as.
FINDINGS, CONCLUSIONS AND DECISION
Page 8
a
April 24, 2000 Renton City Council Minutes Page 140
its emphasis on community enhancement. Mr. Hardebeck looked forward to
changing the lives of six Renton homeowners this weekend, and many more in
the future.
PUBLIC HEARING This being the date set and proper notices having been posted and published in
Planning: Eating&Drinking accordance with local and State laws, Mayor Tanner opened the public hearing
Establishments in Regional to consider proposed amendments to Renton Municipal Code Development
Parks &Golf Courses Regulations regarding eating and drinking establishments in regional parks and
golf courses.
Don Erickson, Senior Planner, explained that the proposed amendments would
render stand-alone restaurants such as Ivar's and Kidd Valley at Gene Coulon
Park and River Rock Café at Maplewood Golf Course permitted secondary uses
in both the R-1(Residential—One Dwelling Unit Per Acre) and RC(Resource
• Conservation)zones. Restaurants are currently only allowed as accessory uses
to public and private golf courses in the R-1 zone, and to existing golf courses
in the RC zone. The proposal would amend Renton's Development
Regulations to make"eating and drinking establishments" (i.e.,restaurants)
permitted, subject to the condition that the use occur only in regional parks and
golf courses. This change would allow Ivar's and Kidd Valley to become
conforming uses in the likelihood that Gene Coulon Park is rezoned to R-1 in
the future. It would also make River Rock Café a conforming use in the RC
zone.
Mr. Erickson clarified the difference between a secondary use and an accessory
use, saying that stand-alone restaurants are not considered to be normal
accessory uses within golf courses or regional parks. Examples of normal
accessory uses for these facilities include bait shops at fishing piers,pro shops
at golf courses and concession stands at sports fields. Staff has concluded that
stand-alone restaurants may be appropriate in larger, regional-type facilities
while remaining inappropriate for smaller neighborhood and community open
spaces.
Continuing,Mr. Erickson said as secondary uses in these zones, any new stand-
alone restaurants would require approval by the Park Board and the City
Council. He emphasized that no new restaurants are being proposed at this
time. Staff recommends that the proposed amendments be approved, along
with new definitions for the terms"neighborhood", "community" and
"regional"parks,based on descriptions in Renton's 1992 Comprehensive Park,
Recreation and Open Space Plan.
Public comment was invited. There being none, it was MOVED BY PARKER,
SECONDED BY NELSON, COUNCIL CLOSE THE PUBLIC HEARING.
CARRIED.
Councilmember Keolker-Wheeler noted that this subject remains in the
Planning&Development Committee, which will issue a recommendation for
action to the full Council.
APPEAL Planning&Development Committee Chair Keolker-Wheeler presented a report
Planning&Development regarding the request from the Washington State Department of Transportation
Committee (WSDOT) for a noise variance to conduct resurfacing on SR-167. The
Appeal: WSDOT Noise Planning&Development Committee met on this topic on April 20, 2000. In
Variance for SR-167 Repaving making its decision,the Committee is required by City Code to detail errors in
the Findings and Conclusions from which the appeal was made. In reviewing
the record, the Planning&Development Committee determined that there were
inadequate Findings and Conclusions from which to make its decision.
Therefore, the Planning&Development Committee is remanding this issue
April 24, 2000 Renton City Council Minutes Page 141
back to the Board of Public Works for preparation of detailed Findings and
Conclusions, and requests that the Board of Public Works seek assistance from
the City Attorney's office in preparing those Findings and Conclusions. Once
the Findings and Conclusions are available, the committee will make its
recommendation based on the testimony taken at its committee meeting of
April 20, 2000. MOVED BY KEOLKER-WHEELER, SECONDED BY
SCHLITZER, COUNCIL CONCUR IN THE COMMITTEE REPORT.
CARRIED.
City Attorney Lawrence J. Warren warned Councilmembers that,because this
matter will remain on appeal until it is resolved, the rules pertaining to quasi-
judicial matters apply. Specifically, Councilmembers are not allowed to have
ex parte communications with any parties on this subject. If such
communication should occur,the participating Councilmember will be required
to disclose the incident on the Council floor and allow rebuttal time by the
opposing side.
ADMINISTRATIVE Chief Administrative Officer Jay Covington reviewed a written administrative
REPORT report summarizing the City's recent progress towards goals and work
programs adopted as part of its business plan for 2000 and beyond. Items noted
included:
With the assistance of the Human Services division, Boeing employees
generously donated over 700 Easter baskets to Communities in Schools of
Renton for low-income Renton children.
The Recreation Division's "Hip Hoppin' Egg Hunt&Carnival"at the
Community Center last Saturday drew over 1200 children and their parents.
* Thanks in part to the Telephone Pioneers of America, over 35 visually
impaired children and their families hunted for specially-made"beeping"
Easter eggs at the Senior Activity Center on Saturday.
AUDIENCE COMMENT Chris Dickson, 17650— 134th Ave. SE,Renton, 98058, reported that the traffic
Citizen Comment: Dickson— signal at the intersection of 134th Ave. SE and Petrovitsky Road takes an
Traffic Signal at 134th Ave SE inordinate amount of time to turn green. Mayor Tanner replied that while this
&Petrovitsky intersection is outside of Renton's jurisdiction, the City would be happy to
contact King County regarding this matter on Mr. Dickson's behalf.
CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the
listing.
Executive: Opposition to Executive Department recommended approval of a resolution opposing a five-
Federal Moratorium on year extension of the current federal moratorium on Internet taxes. Council
Internet Taxes concur. (See page 143 for resolution.)
CAG: 00-051, 2000 Slurry City Clerk reported bid opening on 4/19/00 for CAG-00-051, 2000 Sluny Seal
Seal Project,Blackline Inc project; one bid; engineer's estimate$94,792.00; and submitted staff
recommendation to award the contract to the sole bidder,Blackline,Inc., in the
amount of$97,188.32. Council concur.
Plat: Shorewood, 1900 Block Hearing Examiner recommended approval, with conditions, of the Shorewood
of NE 24th St(PP-99-187) Preliminary Plat; 28 single family lots on 4.35 acres located in the 1900 block
of NE 24th St. (PP-99-187). Council concur.
MOVED BY SCHLITZER, SECONDED BY KEOLKER-WHEELER,
COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED.
CARRIED.
Y - APPROVED®Y
CITY COUNCIL
PLANNING &DEVELOPMENT COMMITTEE Date_ —'�.-�
COMMITTEE REPORT
April 24, 2000
•
SSR167%Noise'variance'Appeal
- ` (Referred APfil 3,2 0
The Planning and Development Committee met on this topic on April 20, 2000. In
making its decision, the committee is required by City Code to detail errors in the
Findings and Conclusions from which the appeal was made. In reviewing the
record, the Planning and Development Committee determined that there were ..
inadequate Findings and Conclusions from which to make its decision. Therefore,
the Planning and Development Committee .is remanding this issue back to the
Board of Public Works for preparation of detailed.Findings and Conclusions and
requests that the Board of Public Works.seek assistance from the City Attorney's
office in preparing those ;Findings"and Conclusions.' Once the Findings and
Conclusions are available the committee will make -its'recommendation based on
the testimony taken at its committee meeting of:April 20, 2000.
iteibr, -- ,t3k,i),„_._s- - - . '_,.... ,-, .
Kathy K olker-Wheeler, Chair -
a /,,,,
/414
Tim Schlitz , ice=C air / .
Dan Clawson, Member
cicyl6:20 as: .
7
April 3,2000 Renton City Council Minutes Page 113
AUDIENCE COMMENT Fred Bahr, 320 Pilchuck Ave. SW,Issaquah, 98027, said he had been interested
Citizen Comment:Bahr— in obtaining the leasehold for the Municipal Airport restaurant building from
Airport Restaurant Property Specialty Restaurants,but was not successful in doing so. Now that the City
(Seaplane Hangar Proposal) has terminated this lease for non-performance,he would like to pursue building
a hangar facility on this site for a fixed base seaplane operation.
MOVED BY PERSSON, SECONDED BY SCHLITZER,COUNCIL REFER
THIS REQUEST TO THE TRANSPORTATION(AVIATION)COMMI I"1'hE.
CARRIED.
Mayor Tanner invited Mr.Bahr to formally submit his proposal in written form
•
• so that staff can evaluate and respond to it.
CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the
listing.
A ea: SR-167 Resurfacing City Clerk submitted appeal of the Board of Public Work's decision on the
Noise Variance,WSDOT request from the Washington State Department of Transportation for a noise
(Board of Public Works variance to complete roadway resurfacing on SR-167 in the vicinity of the I-
Decision) 405 to SR-900 couplet. Refer to Planning&Development Committee.
Planning: Downtown Economic Development,Neighborhoods and Strategic Planning Department
Identification Signs Revisions submitted proposed amendments to City Code to revise the provisions for
downtown identification signs for mid-and high-rise buildings of a minimum
•
of 40 feet in order to exempt taller buildings with freeway orientation from the
more restrictive sign regulations applicable in the downtown core. Refer to
Planning&Development Committee.
MOVED BY CORMAN, SECONDED BY CLAWSON, COUNCIL
APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED.
CORRESPONDENCE Correspondence was read from David L.Halinen, 10500 NE 8th St., Suite
Citizen Comment:Halinen— 1900,Bellevue, 98004,requesting that the City allow rolled curbs and,gutters. ..
Rolled Curbs Request(Liberty .to be installed in the Liberty Ridge development rather than standard vertical :..
Ridge) curbs.
MOVED BY SCHLITZER, SECONDED BY PARKER, COUNCIL REFER
THIS LETTER ALONG WITH TWO PREVIOUS LE MRS REGARDING
ROLLED CURBS (FROM BRAD HUGHES AND MARLEEN MANDT; SEE
COUNCIL MEETING OF 3/27/00)TO THE PLANNING&DEVELOPMENT
COMMITTEE. CARRIED.
Citizen Comment:Bannecker Correspondence was read from Randy Bannecker, 2240 East Blaine St.,Seattle,
•
—Utility Shutoffs at Multi- 98112,writing on behalf of the Apartment Association of Seattle and King
Family Properties County,requesting certain changes to the City's policy and procedures relating
to overdue utility bills for multi-family properties. MOVED BY CLAWSON,
SECONDED BY CORMAN, COUNCIL REFER THIS LETTER TO THE
COMMITTEE OF THE WHOLE. CARRIED.
OLD BUSINESS Finance Committee Chair Parker presented a report recommending concurrence
Finance Committee in the staff recommendation to amend Policy and Procedure#300-60 to include .. .
Human Resources:Policy& Planning Technician I,II and Recreation Specialist I, II to the classification.. .
Procedure#300-60 series.
•
Amendment(Classification The addition of the Recreation Specialist I,II to the classification series will
Series) provide the Recreation Division the opportunity to recruit and train at a lower
level. They will have the ability to expand the learning process by assigning a
small portion of programs or projects to help bridge the skill level and to be
able to promote more efficiently.
CITY OF RENTON COUNCIL AGENDA BILL
AI#:
SUBMITTING DATA: FOR AGENDA OF: 4/3/2000
Dept/Div/Board....City Clerk
Staff Contact Marilyn Petersen AGENDA STATUS:
Consent XX
SUBJECT: Appeal of decision by Board of Public Works at a Public Hearing
public meeting held March 2,2000, on WSDOT request for Correspondence...
noise variance to complete roadway resurfacing on SR-167 Ordinance
in the vicinity of the I-405 to SR-900 couplet. Resolution
File No. BPW-00-001 Old Business
EXHIBITS: New Business
A. City Clerk's letter Study Session
B. Appeals(3/15/2000&3/16/2000) Other
C. Board of Public Works Meeting Minutes
D. Application from WSDOT
E. Code Section 8-7-8;Board of Public Works variance&
appeal process
•
RECOMMENDED ACTION: APPROVALS:
Refer to Planning and Development Committee on April Legal Dept
20,2000. Finance Dept
Other
FISCAL IMPACT: N/A
Expenditure Required Transfer/Amendment....
Amount Budgeted Revenue Generated
SUMMARY OF ACTION:
The appeals were filed by Janelle Hitch of Washington State Department of Transportation and Bill Weise of Holiday Inn
Select, accompanied by required fees received on 3/15/2000 and 3/16/2000.
CITY JF RENTON
City Clerk
Jesse Tanner,Mayor Marilyn J.Petersen
March , 2000
APPEALS FILED BY: Washington State Department of Transportation (Janelle
Hitch, P.E., Air Quality Engineer; and Holiday Inn Select
(Bill Weise, Attorney)
RE: Appeal of decision by Board of Public Works at a public meeting held March 2,
2000, on WSDOT request for noise variance to complete roadway resurfacing
on SR-167 in the vicinity of the 1-405 to SR-900 couplet
To parties of record:
Pursuant to Renton City Code Section 8-7-8, Board of Public Works Variance and
Appeal, two written appeals of the Board of Public Works' decision regarding the
referenced request have been filed with the City Clerk.
In accordance with Renton Municipal Code Section 8-7-8, the procedure to be utilized
by the City Council in hearing this appeal shall be as established by the City Council,
and should be substantially similar to the procedure used by the City Council in hearing
and determining appeals from decisions of the Hearing Examiner which are appealed to
the City Council. Referencing the Hearing Examiner appeal process (Section 4-8-110),
within five days of receipt of the notice of appeal, the City Clerk shall notify all parties
of record of the receipt of the appeal.
NOTICE IS HEREBY GIVEN that the written appeals and other pertinent documents
will be reviewed by the Council's Planning and Development Committee at 4:00 p.m.
on April 20, 2000, in the 7th floor Council Chambers in the Renton Municipal Building,
1055 South Grady Way,-Renton, 98055. The recommendation of the Committee will be
presented for consideration by the full Council at a subsequent Council meeting.
For additional information or assistance,please feel free to call.
Sincerely,
M✓
Al
y /4. ' ersen
City Clerl able Manager
Attachment
1055 South Grady Way - Renton, Washington 98055 -(425)430-6510 /FAX(425)430-6516
®This paper contains 50%recycled material,20%post consumer
APPEAL
HEARING EXAMINER
WRITTEN APPEAL OF HEARING EXAMINER'S DECISION/RECOMMENDATION TO RENTON CITY COUNCIL
FILE NO.
APPLICATION NAME:
The undersigned interested party hereby files 'ts Notice of Appeal from the decision or recommendation of the Land Use
Hearing Examiner, dated M�CA& 2_
1. IDENTIFICATION OF PARTY
APPELLANT: () REPRESENTATIVE (IF ANY):
Name: �1 (XGA Name: VILE 1A1-el i i �
Address: I S 0�t ., INC";;'— Address: TI
C
--��; k 9_0s�
Telephone No. 4-2-C- 2-2-to 7700 Telephone No. 1--h--5-2_2-‘. 7 700
2. SPECIFICATION OF ERRORS (Attach additional sheets, if necessary)
Set forth below are the specific errors or law or fact upon which this appeal is based:
FINDING OF FACT: (Please designate number as denoted in the Examiner's report) CITY OF RENTON
No. Error:
Cr+6 C I, —MAR 1 5 2000
RECEIVED
CITY CLERK'S OFFICE
Correction:
CONCLUSIONS:
No. Error:
Correction:
OTHER: •
No. Error:
Correction:
3. SUMMARY OF ACTION REQUESTED: The City Council is requested to grant the following relief:
Attach explanation, if desired)
Reverse the decision or recommendation and grant the following relief:
Modify the decision or recommendation as follows:
Remand to the :miner for further consideration as follows:
Ot,7
••• tivervi 3 - 15-- zco
Appellant/Representativ- Signature Date
NOTE: Please refer to Title IV, Chapter 8, of the Renton Municipal Code, and Section 4-8-110F, for specific proce es.
heappeal.doc
/i - CITY OF RENTON
iiCACCICOE3 MAR 1 5 2000
SELECTS" Worldw6esM RFIglDAY
SEATTLE-RENTON One South Grady Way
Renton,Washington 98055
Tel:425-226-7700
Fax:425-271-2315
March 14,2000
Renton City Council
City of Renton,WA
1055 South Grady Way
Renton,WA 98055
RE: APPEAL OF THE DECISION OF THE BOARD OF PUBLIC WORKS CONCERNING NOISE
VARIANCE FOR THE RESURFACING OF SR-167—MARCH 2,2000.
The Holiday Inn Select located at One South Grady Way,Renton,WA is officially appealing the
decision made by the Board of Public Works on March 2,2000 concerning the request of the
Washington State Department of Transportation(W.S.D.O.T.)for a variance of the noise ordinance.
We are appealing the decision due to errors in the testimony provided by W.S.D.O.T.when the
Board of Public works made their ruling. The errors are as follows:
1. Decibel readings were taken during the daytime and not during the period requested for
the variance. The variance request is for 10:00pm to 5:00am nightly. Decibel readings and
traffic patterns are noticeably different from the time in which readings were taken for the
testimony(3:00pm to 5:00pm)and the middle of the night. Since the traffic is less during the
night hours,the noise on a regular,non-construction night would be considerably less and the
difference would be more noticeable.
2. Decibel noise readings were not taken at night for the residences in the Talbot Crest
neighborhood. No readings were taken in the 10:00pm to 7:00am time period.
3. Decibel readings were not taken during the period in question(10:00pm to 7:00am)along SR-
167 in front of the Larkspur Landing Hotel and the Hilton Garden Inn Hotel.
4. Mr. Ali Amari of W.S.D.O.T. stated that the cost for daytime construction would be"twice or
three times the amount of the proposed night work." No such specific bid estimates were
given. No study or exact amount was offered for comparison. No alternate daytime plan was
presented for the Board's consideration.
5. No specific traffic analysis plan was presented during the testimony in regards to the daytime
construction proposal. Since W.S.D.O.T.did not provide an estimate for a daytime
alternative,they would not be able to accurately provide a traffic analysis for daytime
construction.
6. No specific traffic counts were given for daytime hours such as"cars per hour"to support the
testimony given by Juan Reyes with W.S.D.O.T.when he stated that,"Traffic during the
week is the same on the weekends. The volume is very heavy." No supporting facts were
presented.
7. Construction estimates were given for the time that it would take to be out of the range of the
Holiday Inn Select. John McCreery, Chief Inspector for the project said,"It would take 7
nights of grinding and 7 nights of paving to get past the Holiday Inn area(I-405 to 7th Street).
This did not include the work on the I-405 ramps. W.S.D.O.T. stated that they could not pave
in the rain. No provisions were made for bad weather delays in relation to the 7 days of
paving.
8. The mitigation measure"I"states that the limit for night work be 6 days in the area around the
Holiday Inn Select and 4 days under the freeway section. No restrictions or provisions were
made for weather or other delays. This provision was not discussed during the hearing and
parties were not able to offer input concerning this measure. This addition was in the form of
a motion,thus,did not give anyone an opportunity for rebuttal.
In summary,we feel that the Board of Public Works did not have complete or accurate information when
deciding this variance request. No daytime plan was submitted as an alternative to the nighttime
construction. No specific cost estimates were given for a daytime construction alternative but testimony
stated"twice or triple"the cost of nighttime construction. Noise readings were not taken in relation to the
times stated in this request for a noise variance. Misleading readings were presented during the highest
traffic times during the day and not during the time in which the proposed work would take place. We feel
that if accurate readings during the proper times were submitted,the differences would be substantially
higher and not acceptable.
Please notify the Holiday Inn Select,as well as its owner,Sunstone Hotel Properties of your response to
this appeal at s- addresses below.
,`
Bill Weise Bob Alter
General Manager President, CEO
Holiday Inn Select Sunstone Hotel Properties
1 South Grady Way 903 Calle Amanecer
Renton,WA 98055 San Clemente, CA 92673
(425)226-7700 (949)369-4200
Ronald C. Mattson, Attorney at Law
321 Burnett Avenue South,Suite 401
Renton,Washington 98055
CITY OF RENTON (425)255-5657 Fax: (425)235-1869
Toll-Free:1-888-655-5657
March 28, 2000 MAR 2 8 2000
Renton City Council RECEIVED
1055 Grady Way CITY CLERK'S OFFICE
Renton, WA 98055
Subject: Appeal of Decision of Board of Public Works: Noise Variance for SR-167 Resurfacing
Dear Members of the Council:
Holiday Inn Select, One Grady Way, Renton, has hired me to represent them in the subject appeal.
According to City of Renton Municipal Code (RMC) 4-8-110C3, such appeals are decided only upon
written submissions, without hearing. it appears that the initial filing which my client submitted (letter
dated March 14, 2000, copy attached to and referenced in their Notice of Appeal) provides sufficient
grounds for you to reverse the Board's action in granting the variance. The following is submitted in
addition thereto on their behalf.
1. The Washington State Department of Transportation ("WSDOT") had the burden of proving to
the Board that their_application for variance met the requirements of the appropriate ordinances. See
Buechel v. Department of Ecology, 125 Wn.2d 196, 884 P.2d 910 (1994). By that same authority, a
variance permit may be granted only within the guidelines set forth in the zoning ordinance [Buechel,
supra, citing Orion Corp. v. State, 103 Wn.2d 441, 458-459, 693 P.2d 1369 (1987).].
2. The ordinance from which the WSDOT sought its variance (RMC 8-7-2) provides that such
variances must ". . .not be materially detrimental to the public health, welfare or safety, or unduly
injurious to the property or improvements in the vicinity of the location for which this variance is
sought." RMC 8-7-8 D.2.
3. In order to grant the variance, the board is required to have "substantial evidence" to support its
findings, Overlake Fund v. Shoreline Hearings Board, 90 Wn. App. 746, 954 P.2d 304 (C.A. Div. I,
1998).
4. The Board must also balance the importance of the services creating the need for the variance (the
grinding of the pavement for the improvement of the highway) and other impacts caused to the public
health, safety and welfare, against the harm suffered by the residents and property owners impacted by
the granting of the variance. (RMC 8-7-8 D.5.)
5. The Board must also consider the availability of practicable alternatives to the proposed use which
creates the need for the variance. (RMC 8-7-8 D.6.)
Clearly the WSDOT failed to carry its burden and the Board's granting of the variance violates the
guidelines set forth in the ordinance. The facts supporting the foregoing are amply shown in the record.
March 28, 2000
Renton City Council, Page 2
In the first place, the WSDOT failed to produce any evidence (let alone substantial evidence) of the
amount of noise a pavement grinding and re-paving operation would produce. The only reference in the
record is Bruce Farrar's unsubstantiated claim that"A worst case scenario would be 90 dBA at 50 feet
from the work site. . . ."_ This is not supported by any tests or analyses, especially at the site of the
Holiday Inn. It does not require a degree in acoustics to understand that noise of this type has properties
which will either be enhanced or reduced by the local environment. There are echoes and funneling
caused by buildings and the buildings themselves will vary as to their effect based on their construction,
whether wood frame, brick, concrete or other. Therefore, without knowing what noise level will be
created in the impacted areas, a comparison to "ambient" noise levels is meaningless.
The few tests of ambient traffic noise the WSDOT offered failed show that 24-hour per day grinding
would not be materially detrimental to the public health in that their noise readings showed only daytime
noise levels. To adequately protect the public interest, readings must be taken of ambient noise levels at
the same time(s) of day for which the variance is sought and, it is submitted, the greatly reduced
traffic levels between 10:00 p.m. and 6:0() a.m., will demonstrate that the variance granted would be an
extremely bothersome and excessive noise level if permitted throughout the night.
The variance granted violates RMC 7-8-8 D.2. because it is materially detrimental to the public health
and is unduly injurious to the Holiday Inn, as well as many private residents in the area. This adverse
impact was not adequately addressed by WSDOT. The undue injury to Holiday Inn Select and its
business (that.;of providing a comfortable place to rest, which is best done in the absence of 90 dBA of
pavement grinding), violates the rules under which noise variances of this type may be granted (RMC 8-
7-8 D.2.). There,is nothing in the record to demonstrate any concern for the loss of sleep which will
obviously be experienced by the Inn's guests if this construction is permitted throughout the night. In
fact, the evidence before the board is substantially adverse to the granting of the variance: Jim Gray,
Renton Fire Department, stated that a fire alarm sufficient to wake someone up is 70dBA; and the only
evidence the Board had before it.is that this:project will create 90dBA throughout the time period of the
variance. A good night's sleep at the Holiday Inn will be impossible!
The loss of business to the Inn amounts to 20% of this location's annual revenues. More importantly,
once lost the particular type of business is extremely difficult to regain; these are contracts with airlines
for their crews on overnight rest stops. If the crews don't rest, the flying public's safety is also
jeopardized as well as the loss of business Holiday Inn will experience when these dissatisfied customers
�•� �ii tom., return.
There is no substantial evidence to support the Board's finding No. 1: that this variance is even
necessary! This also demonstrates the Board's failure to observe the restrictions of RMC 8-7-8 D.6.: that
they must consider alternatives to the variance. The only evidence before the Board was the unsupported
and off-hand assertion of WSDOT's Ali Amari that it would"double" or"possibly triple" the cost.
Obviously, a statement of that general a nature is not supported by any analysis and is not"substantial
evidence" on which to rely for the granting of such a variance and certainly cannot stand as the basis for
their finding of necessity.
In addition, this also disregards the mandate of RMC 8-7-8 D.S. in that there was absolutely no
consideration in the record of the Board balancing the harm of 24-hour pavement grinding against the
March 28, 2000
Renton City Council, Page 3
inconvenience of requiring the WSDOT to cease operations as necessary to observe the requirements of
the noise ordinance. There is only the unverified supposition stated in finding#3 that the adverse impacts
of denying the variance"outweigh the temporary inconvenience that will impact the residences and
Holiday Inn Select. . . ." These amount to legal conclusions and are not supported by any evidence, let
alone the substantial evidence, the Board is required to find before granting the variance.
There is nothing in the record to support the Board's finding#2 (that the mitigation measures and the
conditions of the variance are reasonable) and that finding itself does not address the true requirement of
the ordinance itself. There is nothing in the ordinance requiring mitigation measures to be "reasonable."
What is requiredisthat the variance contain". . . such conditions deemed necessary to limit the impact
of the variance. . . ." [RMC 8-7-8 D. 4.; emphasis added]. The only condition which can limit the impact
of this variance [the impact of 90dBA, 20 dBA greater than a fire alarm sufficient to awaken a sleeping
person!] for pavement grinding and related construction activities 24 hours a day is the denial of the
variance. At least, based upon :_he record before the Board.
The Board's conclusion that ". . .impacts will be unavoidable . . . " begs the question. Yes, there will be
impacts and most of them will be adverse; but the impacts of this variance (the inability to get a good
night's sleep for hundreds of people and the destruction of a large business opportunity) are avoidable,
by requiring observance of the noise ordinance and it has not been shown that the impact this
requirement will have on the.WSDOT outweighs the impacts of the variance.
Respectfully submitted,
/L4;;F
R. C. Mattson.
RCM/abm
cc: Client
MAR-16-2000 08:43 --1TON CITY CLERK OFC '"'TY OF RENT3N P.02/02
APPEAL /,
HEARING EXAMINER MAR 1 b 2000
WRITTEN APPEAL OF HEARING EXAMINER'S DECISION/RECOMMENDATI` $;� ``.N iN CITY COUNCI
FILE NO., 1,1 �! —' 3'Ot94cP
APPLICATION NAME: WS 0: in . 1J4 - -� Cr ' .167 , Oi P
The undersigned interested party hereby files its Notice of Appeal from the decision or ecommendation of the ,
r, dated P4 rcl-) .Z }roc) • Rerr'oin
•
•
1. IDENTIFICATION_O_F PARTY d
1 OFPudic Licti<
APPELLANT: • REPRESENTATIVE (IF.ANY):
Name: vt/ sNr v font .57m- PO,Qj'ti11-V o<//rr hO, 'Name: J4.14,,,A, I/ •c
Address: /5'700 ALA-di4nUe Address: ; ;
/20. n . 303/0
Sec_41- intro 9t/. -97/0
Telephone No. Telephone No,(20,) /yD- '54'/�-
2. SPECIFICATION OF ERRORS lAttach additional sheets, if necessaryI
Set forth below are the specific errors or law or fact upon which this appeal is based:Please See
FINDING OF FACT: (Please designate number as denoted in the Examiner's report)
No. L Error: 11libt413 e OF NI HTS of ✓//RrArvl- Ft 6-40 W 1 TH I N THE
26—As of got,"DA /AIN SELECT AND 7771130-1" eXesr-and SNrgraca•
Correction: /EMov- Iz.5rX,cr/oN.S fin/ -sPe f=76-b AIZ.CAS 7.7--e7c)
CONCLUSIONS:
No. Error: !
Correction:
OTHER: •
No. Error:
Correction:
3. SUMMARY OF ACTION REQUESTED: The City Council is requested to giant the following relief:
(Attach explanation, if desired)
Reverse the decision or recommendation and grant the_following relief:
X Modify the decision or recommendation as follows: •
Remand to the Examiner for further consideration as follows:
Other
p p ant/Representative Signature Date F
1
NOTE: Please refer to Title IV, Chapter 8, of the Renton Municipal Code,and Section 4-8-110F, for specific proces res,
,l
TOTAL P.02
� Washington State Northwest Region
Department of Transportation 15700 Dayton Avenue North
Sid Morrison PO Box 330310
Seattle,WA 98133-9710
Secretary of Transportation
(206)440-4000
CITY OF RENTON
//SA,rn.
MAR 1 6 2000
March 16, 2000 RECEIVED
CITY CLERK'S OFFICE
Renton City Council
1055 South Grady Way
Renton, WA 98055
RE: OL 3704 SR 167,I-405 Vic. to SR 900 Couplet ACP Overlay
Appeal of Variance Condition
Dear Council Members, •
The Washington State Department of Transportation (WSDOT) requests an appeal of the
Noise Variance granted by the Board of Public Works on March 2, 2000.in accordance
with the City of Renton's Code, Chapter 7 Section 8-7-8F.
The WSDOT Design and Construction Offices analysis indicates that a portion of the
findings and conclusions reached in the adoption of Mitigation Measure Item I of the
Noise Variance granted by the Board is unsubstantiated by the record.
Mitigation Measure I reads as follows:
The Applicant shall be required to give ten (10) days prior notification to two individual
groups: 1) the Holiday Inn Select; and 2) the Talbot Crest and Shattuck residential
neighborhoods. FURTHER, that the night work within the area of the Holiday Inn Select
be limited to a maximum of no more than (6) nights; the portion of the work through the
freeway section be limited to a maximum of four(4) nights.
This appeal pertains only to the second portion of "Mitigation Measure I" and not to the
stipulation requiring 10 day notification to the Holiday Inn Select and the two residential
neighborhoods.
Specifically, WSDOT is appealing that portion of"Mitigation Measure I" that limits the
number of nights of work within the area of the Holiday Inn Select (1-405 to 7`t1 Street) to
a maximum of no more than 6 nights; and that portion of the work through the freeway
section (MP 25 to 1-405) to a maximum of 4 nights.
It is our opinion that the testimony given and the material provided for the record does not
substantiate the findings to limit the number of work nights as provided for within the
mitigation measure. We find that this project will require a minimum of 16 variance nights
for the area of the Holiday Inn Select, and 8 variance nights within the freeway section.
® 18
Renton City Council
March 16. 2000
Page 2
At no time did WSDOT indicate that the time restrictions imposed by this decision would
be acceptable. In our opinion the limitations imposed for nighttime work would not allow
completion of the overlay. Daytime work would increase traffic congestion, creating
substantial impacts to a large majority of downtown Renton businesses, to the citizens of
Renton, and to the traveling public.
We respectfully ask for your review of the record and testimony relevant to setting night
work restrictions and request revision of the limitations imposed by Mitigation Measure I.
Sincerely yours,
gavt,at ( 1/,-/d„
Janelle C. Hitch, PE
Northwest Region Noise Section
attached: Justification
cc:G.McKee MS 136
J. Scanlon MS 51
R Steinert/J.Reyes MS 120
Renton City Council
March 16, 2000
Page 3
JUSTIFICATION
During the testimony Mi Amiri (WSDOT Design) provided a construction time estimate
of 3 nights for the grinding operation from MP 25 to I-405. Although not clearly stated,
additional nights would be required for paving this portion of roadway, provide for
removal of pavement markings and markers, replace traffic detection loops, install new
pavement markings and markers, and other miscellaneous work. While this work will not
be as loud as the grinding operation the department can not guarantee noise levels will
remain below noise ordinance levels. The majority of questions directed to WSDOT
during the hearing relating to schedule where primarily concerned with the operations of
paving and grinding, and not the time expectations for other activities.
John McCreery (WSDOT Chief Inspector) stated that 7 days of grinding and 7 days of
paving would be required from 1-405 to 7th Street. Later he indicated that 4 nights of
grinding and 4 nights of paving would be required if a second grinder was used.
Additional time will be required for the replacement of city traffic detection loops and
placement of traffic markers and markings, and other miscellaneous work. Due to the
need to keep at least one lane of traffic open in each direction, and to allow pavement to
cool after placement it is not practicable to expect the contractor to have multiple crews
working between any two intersections at a time.
The original submittal dated December 2, 2000 states:
"Repaving work will require lane restrictions while grinding and repaving is being
completed. WSDOT traffic analysis has determined that by performing lane
closures during the day, traffic congestion due to high traffic volumes and loss of
roadway capacity will occur. Such large scale backups would not be acceptable."
At the hearing on March 2, 2000 Juan Reyes of WSDOT Northwest Region Traffic
Section discussed the impacts of daytime closures. If WSDOT is forced to complete
project activities during daytime hours there would be significant traffic impact on both a
local and regional scale. Juan indicated there would be a several mile back up on SR 167
due to daytime construction activity. Work completed during the weekend days would
experience the same level of congestion as weekday.
Additionally, Mr. Amiri indicated that project costs would be significantly increased if
daytime work was required. Daytime detour routes would not be workable.
Mr. Farrar (WSDOT Environmental) stated during the hearing that WSDOT can not
mandate that a contractor follow a specific schedule. This allows the contractor the
opportunity to determine their own order of work and provides for a more efficient
schedule suited to the contractor selected for the project. The Department does have the
ability to place within the Contract Provisions restrictions called for by another jurisdiction
having authority over the activity. In this case activities generating noise above levels
established by City Ordinance. The measures to minimize noise impacts items A through
Renton City Council -
March 16, 2000
Page 4
H, included in the original December 2, 1999 request, have been included in the
Departments review set for this contract and will remain in the provisions provided to the
bidders.
CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE: March 15,2000
TO: Parties of Record
FROM: Mickie Flanagan,Recording Secretary
Board of Public Works
1
VIA: David Christensen,Acting Chairma
Board of Public Works
SUBJECT: FINDINGS OF FACTS&CONCLUSIONS
W.S.D.O.T Variance to Noise Ordinance
Roadway resurfacing on SR-167 in the vicinity
of I-405 to the SR-900 couplet.
Please fmd attached the Findings of Facts and Conclusions attached as an amendment to the
approval of Minutes dated March 2,2000.
1. The Board of Public Works has found that the granting of the noise variance to the
W.S.D.O.T.is necessary in order to allow roadway resurfacing of SR-167 in the vicinity
of South I-405 (M.P.25.00)to the SR-900 couplet.
2. The Board finds that the applicant's proposed mitigation measures along with the
conditions imposed by the Board as part of the decision,are reasonable and will provide
some relief to property owners that will be temporarily impacted by the noise generated
as a result of the construction activity.
3. The majority of the Board agrees that the impacts that will result if the variance is
denied, outweigh the temporary inconvenience that will impact the residences and
Holiday Inn Select, and that impacts will be unavoidable in order to complete
resurfacing work that will provide regional benefits once completed.
cc: Paul Lumbert,Board Coordinator
Jesse Tanner,Mayor
Randy Corman,City Council President
Members of the Renton City Council
Document3\cor
BOARD OF PUBLIC WORKS
7:00 p.m. Renton Municipal Building
Thursday,March 2,2000 7th floor Council Chambers
IN ATTENDANCE: Jana Hanson,Chair
Larry Meckling,Building Official
Dave Christensen,Utilities Systems
Jim Gray,Fire Prevention
Dennis Gerber,Police
Paul Lumbert,Board Coordinator-Absent
Mickie Flanagan,Recording Secretary
VISITORS: Marcie Maxwell,Chamber of Commerce
Bill Weise,Holiday Inn Select
John M. Creery,W.S.D.O.T.
Bruce Farrar,W.S.D.O.T.
Ali R.Amiri. W.S.D.O.T.
Kevin Hall,W.S.D.O.T.
Juan Reyes,W.S.D.O.T.
Janelle Hitch, W.S.D.O.T.
Lynn Acuna
David Jackson
Diane Jackson
MINUTES
1. CALL TO ORDER: Chair Jana Hanson called the meeting to order at 7:00 p.m.
The Board of Public Works staff was introduced to the audience. Ms. Hanson
stated an Appeal of the board's decision would be considered by the City Council;
however,no further testimony may be given.
2. REQUESTED ACTION: PUBLIC MEETING - VARIANCE TO NOISE
ORDINANCE,W.S.D.O.T. - Roadway resurfacing on SR-167 in the vicinity
of I-405 to the SR-900 couplet.
Request: The Washington State Department of Transportation requests that the
City of Renton Board of Public Works consider and grant a 65 day,nighttime
noise variance from Renton Noise Level Regulations, Chapter 7, as per Section 8-
7-2, allowing their contractor to work between 8:00 p.m. and 5:00 a.m. (actual
variance time is 10:00 p.m.to 5:00 a.m.). These nights will be interspersed
throughout the contract,which is from April 2000 through December 2000.
Board of Public Works Minutes
March 2, 2000
Page 2
Justification: Repaving work will require lane restrictions while grinding and
repaving is being completed. WSDOT traffic analysis has determined that by
performing lane closures during the day,traffic congestion due to high traffic
volumes and loss of roadway capacity will occur. Such large-scale backups
would not be acceptable. WSDOT recommends that lane closures be done at
night when traffic volumes are low enough to handle lane closures without
causing congestion.
Ali Amari, WSDOT Design Team Supervisor, 6431 Corson Ave. S., Seattle, WA
98108, gave a brief project description. Mr. Amari stated that daytime work
would double, (possibly triple) as well as the project cost, due to traffic
disruption.
Jana Hanson,Development Services Director, asked how long the grinding
operation only would be from milepost 25 to I-405, and Mr. Amari stated it would
take three (3) nights and would cover approximately 6,000 feet.
Bruce Farrar, WSDOT Air Quality and Special Studies Program Manager, 15700
Dayton Ave.N.,MS-138, Seattle, WA 98133-9710, addressed noise levels. The
Talbot Crest area is from 520 to 840 feet from the SR-167 work corridor. A worst
case scenario would be 90 dBA at 50 feet from the work site;however, this rarely
occurs. Exterior noise levels were monitored and found to be between 65-70
dBA. Going north to Lake Ave.,the project corridor was between 400 and 800
feet. The worst case exterior noise levels tested at 66-72 dBA. Going west, to the
other side of the work corridor, hotels tested were Larkspur Landing, Hilton and
Travel Lodge, with 69 dBA at the Hilton, 65 dBA at the Larkspur Landing, and
the Travel Lodge is 1200 feet away from the project limit. The Holiday
Inn/Rainier Ave. work corridor is the closest at 75 feet with an exterior DBA test
of 83-84. There was discussion of interior vs. exterior noise levels as well as
ambient travel and attenuation factor levels. The northbound lane ramp has a
Jersey barrier,which takes 5 points off a tested dBA.
David Christensen,Utilities Systems,asked Mr. Farrar if he had evaluated the
work on sheet P-9 of the Paving Plan for the off ramp from I-405 to SR-167, with
respect to the Holiday Inn Select. Mr. Farrar indicated he did not evaluate this
and that the rooms with the most impact would be the ones facing south and those
on the upper floor level.
Jana Hanson, Development Services Director.,asked if noise measurements were
taken along Shattuck Ave. Mr. Farrar stated they had not; however the dBA is
less than the Talbot Crest neighborhood. An estimated exterior dBA would be 65.
Receivers on the east side of Shattuck would not be affected by nighttime
construction operations. A few residences on the top of Shattuck Ave. would be
Board of Public Works Minutes
March 2,2000
Page 3
65-70 dBA. North of Shattuck there is 4-5 homes with very limited noise levels,
and behind Lake Ave. will not be impacted by construction efforts.
Dennis Gerber, Police, inquired as to when the nighttime noise level becomes
daytime ambient noise again. Mr. Farrar suggested 6:00 a.m. until 8:00 p.m.
John McCreery, Chief Inspector for the project.,estimates it would take 7 nights of
grinding and 7 nights of paving to get past the Holiday Inn area(I-405 to 7th St.).
David Christensen,Utilities Systems,asked if traffic control measures were the
same for grinding and paving. Mr. McCreery indicated they are the same, and
those two lanes of traffic would be reduced to one wherever they were working.
David also asked if weekend work was evaluated in their planning process.
Juan Reyes, W.S.D.O.T. stated that traffic volume is almost the same on
weekends. It is a little less from 6-9:00 a.m.,but after 9:00 the volume is very,
heavy.
Jana Hanson, Development Services Director asked what the impacts would be if
the variance was denied. Mr. Reyes indicated there would be massive gridlock all
the way to Kent, and the worst area would be north of Grady Way because of
signalized intersections.
Jim Gray, Fire, asked how interior noise measurements were taken, and if
W.S.D.O.T. has considered closing the entrances at I-405 and SR-167 for an
entire weekend to perform this work only. Mr. Farrar said the measurements are
taken with the windows closed. Mr. Reyes responded that freeway weekend
closure would only re-route people to SR-181 and that Sunset Blvd. exits would
be used to get through Renton and hook back up.
David Christensen,Utilities Systems,requested an estimated time frame of the
minimal amount of days to get the work completed through the 800 feet at the
Holiday Inn. Mr. McCreery stated if a second grinder were used,four days to
grind and 4 days to pave. They also discussed working a couple of nights at a -
time. The additional equipment would make the project more costly.
Larry Meckling,Building Official, asked what the closest distance a residence
was in the Talbot Crest and Shattuck work corridor. Mr. Farrar said 520 feet in
Talbot Crest and 400 feet at Lake Ave. The"line of site" (trees and foliage),is
minimal in the residential areas. Mr. Meckling inquired as to what an average
dBA would be during grinding operations. Mr. Farrar said it would be below 65
dBA on average at a single receiver.
Jim Gray,Fire asked if any measurements were taken in the Talbot Crest
neighborhood. Mr. Farrar stated only ambient,and that at 2413 Talbot Crest Dr.,
the exterior level was 68 dBA at 3:00 p.m. for daytime traffic (600 feet from work
•
Board of Public Works Minutes
March 2,2000
Page 4
corridor). The middle range of Talbot Crest is from 520-840 feet from the work
corridor.
Dennis Gerber, Police asked if in Talbot Crest, with closed windows,would the
noise be the same as the hotel interior. Mr. Farrar stated that it would be reduced
by 1/3 if they have double insulated windows. The dBA would be approx. 25 and
without double insulated windows it would be approx. 20 dBA attenuation. The
interior noise at daytime construction peaks would be less than daytime ambient
traffic. Semi's register 93-95 DBA at 50 feet and WSDOT work efforts will not
be that loud
Jim Gray,Fire asked how much longer it would take if WSDOT were limited on
construction time between 7 a.m. and 10 p.m., from Talbot Crest on up to the
I-405 interchange. Mr. McCreery indicated the cost would go up during the
daytime. Closing a shoulder plus another lane would allow no where to do the
work with two lanes open.
Jana Hanson,Development Services Director, asked if with the windows closed at
the nearest work corridor homes in Talbot Crest, would it be below the thresholds
of standards for a noise variance. Mr. Farrar indicated it would be very close to
approved levels. If the home had double insulated windows, it would come in
under regulations.
Jim Gray, Fire expressed concern if the work activities were done in warmer
weather,the windows would most likely be open.
Jana Hanson,Development Services Director asked what would be the soonest
WSDOT could begin construction before the summer months. Mr. McCreery
indicated the second week in May for grinding operations from Talbot Crest to
I-405 interchange. Mr. Farrar stated they could accommodate scheduling
mandates if they are made a part of a Variance Agreement; otherwise WSDOT
cannot tell the contractor what to do.
Chair Hanson opened the meeting to public comment at 8:00 p.m.
Marcie Maxwell, Chairman of the Board of the Renton Chamber of Commerce,
300 Rainier Ave.N., Renton WA 98056. The Renton Chamber of Commerce
represents over 500 businesses in the Community. Ms. Maxwell is also the Chair
for the Renton Lodging Association. On behalf of these two organizations,Ms
Maxwell opposes this application by WSDOT. She requested the Board to
implement restrictions on all nighttime construction in the vicinity of the Holiday
Inn Select,the Hilton Gardens and Larkspur Landing hotels. While they realize
the need for roadway projects that minimizes traffic congestion, she reminded the
Board that hotel customers also have a need for peaceful surroundings. The
Holiday Inn has a$1,000,000 contract with a major airline, which is 20% of their
Board of Public Works Minutes
March 2, 2000
Page 5
entire annual revenue. She suggested that the DOT meet with the hotel managers
and decide upon what would be acceptable and favorable to the hotel guests.
Jana Hanson, Development Services Director asked Ms. Maxwell if given the
WSDOT testimony of interior noise at 43 dBA in the Larkspur Landing and
Hilton Gardens hotels, does that change her testimony at all? From what she
heard and understands, she feels it will contribute to a loss for our hotels in
Renton.
Bill Weise,Manager, Holiday Inn Select, 1 South Grady Way, Renton WA
98055. Guests at the Holiday Inn have expectations of a clean room,friendly
service and a good nights sleep. If they have any problems,they get a free night
stay. Corporate travel is 70%of their business,the airlines is-20%and families
are 10%. An average stay is 2 nights,with 2+guests. Northwest is the airline
they have a contract with and accommodate 25-40 guests nightly. There is a
stipulation in their contract that states if they are unhappy with any of the hotel
features;they can cancel within a 30-day time frame. There is increased
competition in the area and the hotels are struggling. The Holiday Inn contributed
$56,000 last year from the hotel tax in an attempt to attract more people to the
City of Renton. Much of the structure is exposed to the freeway on both sides.
Mr. Weise asked WSDOT for a comparison noise for the different dBA levels.
Bruce Farrar stated an ambulance is approximately 86.8 dBA; vehicles at 20-25
mph are 60 dBA; a refrigerator would generate 45 dBA; and normal nighttime
ambient noise is 52-55 dBA. Mr. Weise gave an estimate of guests that stay
during the summer months,which is 90%of their business from April to July.
Mr. Weise feels the hotels generate a lot of state and city tax money for the city
and that they grossly oppose this application. The nature of his business is a good
night's sleep.
Jim Gray, Fire offered an example of a fire alarm test to wake someone up is
70 dBA.
Bruce Farrar, WSDOT,offered more examples of typical noise levels: A jet
airplane, 140 dBA;heavy truck, 90 dBA; garbage disposer, 80 dBA;vacuum
cleaner at 20 feet, 70 dBA; airconditioner at 20 feet, 60 dBA; light auto traffic, 50
dBA; and a whisper is 25 dBA.
David Jackson, 2419 Talbot Crest Dr. S., Renton WA Mr. Jackson indicated on a
map where Talbot Crest Dr. is and the neighborhood he lives in. He also thanked
the Board for having another meeting on this application, allowing others to
present additional information. Mr. Jackson read into the record a Petition in
opposition to specific noise-producing activities for the WSDOT SR-167
pavement overlay construction project. (The Petition is attached as Exhibit 2 of
these Minutes). All of the neighbors they contacted were supportive of this
r.
Board of Public Works Minutes
March 2, 2000
Page 6
Petition. The Board as part of the record accepted the WSDOT Mitigation
Measures. Mr. Jackson would like to know what the impacts would be if the
work were moved to daytime, and suggested WSDOT submit a cost estimate. He
further urged the Board to have the work be done in the daytime hours from
milepost 25 to the I-405 interchange. He believes 65-75 dBA is intolerable, and
would not allow one to even talk on the telephone. He encouraged the Board to
require a technical report from WSDOT before granting this variance. Mr.
Jackson also asked for clarification of lane closures. WSDOT has not taken any
nighttime measurements in the Talbot Crest neighborhoods. The neighborhood
has experienced noise levels from a previous WSDOT project of SR-167.
Residents should have the right to open their window if they so choose. If the
paving is done in warm weather,they can't. Mr. Jackson urged the Board to
understand their hardship.
Diane Jackson,2419 Talbot Crest Dr. S., Renton, WA Ms. Jackson has lived in
her Talbot Crest home for 17 years. In the early a.m. hours it is really bad and
now with this project, she will have to listen to it all night. Airplanes have
recently been flying over her home in the evenings as well. Her double pane
windows do not help the noise. There are no current studies for nighttime noise
levels, and last year when work was being done on SR-167 Ms. Jackson offered
her home for a study. She left her name and address w/WSDOT and has never
• been contacted. For the record, Ms. Jackson requested that she be notified when
grinding will be occurring near her home. Her home is at a 500 foot elevation and
noise is carried upwards into the residences which greatly impacts the noise level.
She would like the Board to consider this when reading the submitted Petition.
Bruce Farrar, WSDOT gave a rebuttal to the requirement for a technical noise
report for this project. The type of report as referenced in the submitted Petition
this evening, is for a Type 1 project,which increases highway capacity. Traffic
noise increases resulting from completion of a Type 1 project. Mitigation is
usually a noise barrier. This project is not a Type 1 project and is categorically
exempt from SEPA, WAC and Federal regulations.
Ali Amiri, WSDOT, commented that the WSDOT Traffic Engineering Division
recommended that operationally,the work should be done during nighttime hours.
The cost would triple and a massive detour plan through the City of Renton,was
not a workable resolution.
John McCreery, WSDOT,stated it would take 4-5 nights to do 2 nights of work,
and that extensive modifications must be made to move traffic over. It is much
more economical to do it all at once.
Board of Public Works Minutes
March 2,2000
Page 7
Bill Weise, Holiday Inn Select,took exception to WSDOT inferring nighttime
work was a"no brainer". He feels it shows a lack of concern for businesses and
residents of the City of Renton.
David Jackson, 2419 Talbot Crest Drive S., Renton WA also took exception to the
comment"no brainer", and feels WSDOT is displaying arrogance in suggesting
their lack of analyses is now our problem. The issue should be what is the best
resolution for the City of Renton, its businesses, and residents.
Chair Hanson closed the public meeting at 8:50 p.m.
MOVED BY CHRISTENSEN,SECONDED BY MECKLING to approve the
request as submitted by the applicant to include Mitigation Measures A-H,
(attached as Exhibit 2). An additional measure shall be imposed as
"Mitigation Measure I"which will read as follows:
Applicant shall be required to give ten (10) days prior notification to
two individual groups: 1)the Holiday Inn Select; and 2)the Talbot
Crest and Shattuck residential neighborhoods. FURTHER,that the
night work within the area of the Holiday Inn Select be limited to a
maximum of no more than (6) nights; the portion of the work through
the freeway section be limited to a maximum of four(4) nights.
MOTION CARRIED with Jim Gray voting nay.
3. ADJOURNMENT: The meeting was adjourned at 8:51 p.m.
EXHIBIT I
VARIANCE TO NOISE ORDINANCE
Mitigation Measures
A) A W.S.D.O.T. person well versed in noise mitigation measures will conduct a training session
with project inspector and contractor personnel. This session will include the requirements of
the variance,construction equipment involved, ways to keep the noise to a minimum, and
consequences of failure to comply with the variance. WSDOT will submit a confirmation
document to the City, noting all personnel and inspectors who will attend this training. In
addition to providing the training, WSDOT shall grant the necessary authorization to have an
acoustics expert/inspector on-site at all times to ensure immediate enforcement actions of all
mitigation measures.
B) All required back up alarms to be used at night will be the least obtrusive OSHA approved
ambient sensitive type.
C) All truck beds used in the removal of debris will be lined with rubber to reduce noise impact.
D) With regard to material removed or placed during grinding operations, any material spilled on
the roadway surface shall be removed by sweeping. No scraping type equipment shall be
used.
E) Stationary equipment such as light plants, generators, etc., shall be shielded from the
residential areas. The required equipment shields will be fabricated, by the contractor(s), per
specifications(included in the project plans).
F) Weekly reports shall be submitted by WSDOT to the City providing information on
complaints/problems/resolutions and indicating the number of accumulated nights used
through the duration of the project.
G) After two(2)substantiated continuing complaints are received and reviewed by staff,the
applicant may be required to accomplish testing in the bedrooms of affected residents. If
tests are above the allowed dBA during construction,then applicant will be required to take
further mitigation measures such as,but not limited to, insulating the windows or providing
motel accommodations.
H) A 24-hour notification phone number shall be posted for residents to call in complaints or
voice concerns.
EXHIBIT 2
RECEIVED
PETITION TO THE CITY OF RENTON MAR 0 2 2000
BOARD OF PUBLIC WORKS
MARCH 2, 2000 CITY OF RENTON
PUBLIC WORKS ADMIN.
OPPOSITION TO SPECIFIC NOISE-PRODUCING ACTIVITIES
WSDOT SR 167 PAVEMENT OVERLAY CONSTRUCTION
PROJECT
WHEREAS,THE PROPOSED CONSTRUCTION PAVEMENT OVERLAY
PROJECT IS LOCATED IN THE NORTH BOUND LANES OF STATE ROUTE 167
(VALLEY FREEWAY);
WHEREAS,THE PROJECT WORK IS TO BE CONDUCTED DURING THE
SUMMER MONTHS OF 2000,WHILE RESIDENTS ARE SLEEPING WITH
WINDOWS OPEN AS REQUIRED DURING WARM WEATHER, AND DURING
NIGHT HOURS FROM 10PM TO 7AM,AND 10 PM TO 9AM ON WEEKENDS;
WHEREAS,THE WORK WILL BE CONDUCTED ADJACENT TO RESIDENTIAL
NEIGHBORHOODS LOCATED DIRECTLY EAST OF THE WORK AREA;
WHEREAS,THE WORK WILL GENERATE NOISE LEVELS,PARTICULARY
DURING THE PAVEMENT GRINDING PHASE OF THE WORK, IN EXCESS OF
THE AMBIENT NOISE GENERATED BY TRAFFIC ALONG SR 167 AND WILL
CREATE A DISTUBANCE THAT WILL CAUSE HARDSHIP AND DISCOMFORT
FOR THE CITY OF RENTON RESIDENTS ADJACENT TO THE WORK AREA;
WHEREAS,THE STATE OF WASHINGTON DOT HAS NOT PREPARED A
TECHNICAL NOISE REPORT, WHILE ON PREVIOUS PROJECTS (WSDOT
XLO647 2/92, AND OL3478 4/99)NOISE REPORTS WERE SUBMITTED TO THE
CITY OF RENTON FOR SUPPORT IN NOISE VARIANCE REQUESTS;
WHEREAS, THE UNDERSIGNED CITY OF RENTON RESIDENTS,LOCATED
ADJACENT TO SR 167, REQUEST THAT THE BOARD OF PUBLIC WORKS
REQUIRE THE WASHINGTON STATE DOT PREPARE A FORMAL TECHNICAL
NOISE REPPORT, AND THAT MITIGATION MEASURES REFERENCED IN THE
12/2/99 LETTER FROM WSDOT TO JANA HANSON,BOARD OF PUBLIC
WORKS DIRECTOR, BE REQUIRED IN CONJUNCTION WITH THE WORK
ALONG SR 167;
WHEREAS,IN ADDITION TO THE MITIGATION MEASURES REQUESTED
ABOVE, WE REQUEST THAT WORK PERFORMED WITH PAVEMENT
GRINDERS,AND VIBRATING ROLLER MACHINES BE CONDUCTED ONLY
DURING HOURS BETWEEN 9AM AND 10PM ON WEEKDAYS; NO WEEKEND
WORK; BETWEEN MILEPOST 25.00 AND THE SR167 AND I-405 EXCHANGE;
THEREFORE,BE IT RESOLVED:
THAT, ON BEHALF OF THE RESIDENTS OF THE CITY OF RENTON LOCATED
ADJACENT TO AND EAST OF SR167, WE THE UNDERSIGNED, PETITION THE
CITY OF RENTON PUBLIC WORKS BOARD TO PROVIDE MITIGATION
MEASURES, AS REQUESTED OR REFERRED TO HEREIN, TO MINIMIZE THE
ADVERSE NOISE IMPACT OF THE WORK PROPOSED BY THE STATE OF
WASHINGTON DOT, ON OUR HOME ENVIRONMENTS.
Name: .--&(L-
Address:
-&(L Address: a-`-t 1"� y(r� �' j��� 5 .. .4..45
Name: l� - 0
Address: �-t i3 r ��r- ' . ' -S _
Name: `—�JiZ. .Ii • . � "►
Address: ` .!..�i A .
Name: C i412( S VV )Ii?
Address: .7ToLoo
I Z • S -
Name: eil✓J1.e�d e S0 7
Address: 3�'���'`f a/b (7,1 til. S ,
Name: h 1 Ath //4/45
Address: 13I bo-,I !/ lex. 50
Name: Y/l c>/A i.h /7//'11/1 C
Address: 2 7 3 Z. 'Tl4/k6 I), fid,
Name: (' t='1010-5ck
Address: oto%6-02 -(o l bot COT OR_ 5
Name: 1. fl 11e, :10 � .
Address: 03 7a(-(Il1r C�1
Name: fa& 11 � '^
Address: 2 f6(0 -�Qb L } .( " !o" S
Name: 0/ . ,(i7' /80S
Address: 25:0' TPrl.tZ�T P z. S
Name: 4.10'7,-"VC2Address: ,S O;:rutl �'�Qc f
THEREFORE,BE IT RESOLVED:
THAT, ON BEHALF OF THE RESIDENTS OF THE CITY OF RENTON LOCATED
ADJACENT TO AND EAST OF SR167, WE THE UNDERSIGNED, PETITION THE
CITY OF RENTON PUBLIC WORKS BOARD TO PROVIDE MITIGATION
MEASURES, AS REQUESTED OR REFERRED TO HEREIN, TO MINIMIZE THE
ADVERSE NOISE IMPACT OF THE WORK PROPOSED BY THE STATE OF
'WASH TON DOT, ON OUR HOME ENVIRONMENTS.
Nam
Addr-ss: ' 025 -f; :/6b C 'e jf A ,�
Nam-• , ,, y � . ,
Address: �� IT , ' �e_, co ,
NamGSL /• G
Addresse: : £ 2.7 -l.6of CY&5 ' �'t.. S .
Name: -
Address: ZS 2-7 oda T e tz_e r 5
Name: be/14v -fa; )/
Addre ,r94e. Df. So •
Name:
-
Address: /61 7L6,; d fi /JY. SO
Name: p�%�
Address: �� _ 4. _ / : _
Name: "w Gf
Address: Z s/s- --r-A4_4307 C./2_ p,Q_ S ,
Name:
Address:
Name:
Address:
Name:
Address:
Name:
Address:
A `
BOARD OF PUBLIC WORKS
7:00 p.m. Renton Municipal Building
Thursday, March 2,2000 7th Floor Council Chambers
AGENDA
1. CALL TO ORDER:
2. REQUESTED ACTION:
• PUBLIC MEETING- VARIANCE FROM NOISE ORDIANCE,
W.S.D.O.T. -Roadway resurfacing on SR-167 in the vacinity of I-405
to the SR-900 couplet, applicant requests a noise variance to complete
roadway resurfacing from April 2000 through December 2000.
4. ADJOURNMENT:
CITY OF RENTON
BOARD OF PUBLIC WORKS
NOTICE OF PUBLIC MEETING
NOTICE IS HEREBY GIVEN that the Board of Public Works has fixed the 261 day of January,
2000 at 8:30 a.m. in the Renton City Hall Council Chambers, 1055 South Grady Way,Renton,
Washington, as the time and place for a public meeting to consider the following:
The Washington State Department of Transportation(WSDOT) is planning to complete
roadway resurfacing on SR 167 in the vicinity of I 405 to the SR 900 couplet. The
proposed project involves grinding the existing pavement and resurfacing on SR 167. In
the northbound direction the resurfacing will start at MP 25.00 to the south curb of 2nd
Street at MP 27.28. In the southbound lanes,the resurfacing will begin at the Grady Way
intersection and extend north to 2nd Street at MP 27.28.
Work will require lane restrictions while grinding and repaving is being completed.
WSDOT traffic analysis has determined that by performing lane closures during the day,
traffic congestion due to high traffic volumes and loss of roadway capacity will occur.
Such large scale backups would not be acceptable. WSDOT recommends that lane
closures be done at night when traffic volumes are low enough to handle lane closures
without causing congestion. This will also facilitate public and worker safety.
The estimated construction time for this project is 80 working days and is scheduled to be
completed between April of 2000 through December 2000. The request is for a 65-day
noise variance from Renton Noise Level Regulations,Chapter 7,allowing work at night,
during the estimated construction time.
All interested parties are invited to attend the meeting and present oral or written comments in
support or opposition to the proposal. City Hall is fullyaccessible, and interpretive services for
the hearing impaired will be provided upon prior notice. For information,call(425)430-7382.
Correspondence should be addressed to Board of Public Works,Jana Hanson,Renton City Hall,
1055 S. Grady Way,Renton,WA 98055. For more information about the project, call Bruce
Farrar at WSDOT, (206)440-4546.
Published: South County Journal
Date: January 12,2000
Account No. 50640
APPLICATION FOR
CITY OF RENTON BOARD OF PUBLIC WORKS
1055 South Grady Way, Renton, WA 98055
(425)430-7204
OWNER WilSgrAm-roN aATC c764 wo- NSW
Telephone
ADDRESS OF PROPERTY: c JTgr6 ,117E /1,7 14c. Ia kV
Zip Code
LEGAL DESCRIPTION OF PROPERTY include King County Assessors#: 3 /67
(attach separate sheet of paper if necessary)
NAME OF PROJECT: SR/6,7 P 1&c v . is 9do COUPLET- /4PG QvcceL451
APPLICANT: W$Db% (5RucE gARRA2) ,206 -yvo-VS-Y(0
Telephone
BUSINESS ADDRESS:: /3 760 aivroN 4vE /1I. MS-/38 98/33- 7,t)
Zip Code Telephone
Attach a separate letter stating in detail:
1. The request
2. Applicable City Code
3. Items and quantities involved
4. Justification for request
5. Time allotment required for request.
Attach a 1"= 100' drawing of your site and mail the completed application and map to:
CITY OF RENTON
Board of Public Works
Paul Lumbert,Coordinator
1055 South Grady Way
Renton,WA 98055
You will be contacted if application is incomplete or if additional information is required.
COMPLETED applications received by 5:00 Mon.- ,will be placed on the agenda approximately 2 weeks
from that date.
Applicant's Signature _
[Office Use Only] DATE OF FILING: /02/0 X99
DATE OF HEARING:
DEFERRAL ( ) New ( ) Extension VARIANCE ( tew ( ) Extension
Offsite ( ) .UNDERGROUNDING
DRIVEWAY
Onsite ( ) SLOPE GRADES (v( NOISE
EXCESS R/W ( )
H:\FILE.SYS\FRM\8IBPW\0020.DOC\ FORM 81/0020 10/97
Ink
WWashington State Northwest Region
AP Department of Transportation
Sid Morrison
Secretary of Transportation
•
DEVELOPMEF
REN ONES
December 2, 1999 CITY
Du 061999
Jana Hanson c
Board of Public Works Director RECEIVED
City of Renton
Renton City Hall - 5th Floor
• 1055 South Grady Way
Renton, WA 98055
Temporary Noise Variance Request
SR 167
I-405 Vic. to SR 900 Couplet ACP Overlay
MP 25.00 -MP 27.28
OL 3 704
Dear Ms. Hanson:
The Washington State Department of Transportation (WSDOT) is planning to complete
roadway resurfacing on SR167 in the vicinity of I 405 to the SR 900 couplet. The
proposed project involves grinding the existing pavement and resurfacing. This project is
being conducted to resurface this section of pavement.
This project will be located in the city of Renton. The resurfacing work will be located on
SR 167. In the northbound direction the resurfacing will start at MP 25.00 to the south
curb of 2nd Street at MP 27.28. In the southbound lanes, the resurfacing will begin at the
Grady Way intersection and extend north to 2nd Street at MP 27.28.
Attached is a vicinity map showing the project location, plan sheets showing the paving
plan, and the Application for City of Renton Board of Public Works form. Expected
project generated peak noise levels are also included.
Repaving work will require lane restrictions while grinding and repaving is being
completed. WSDOT traffic analysis has determined that by performing lane closures
during the day, traffic congestion due to high traffic volumes and loss of roadway capacity
will occur. -Such large scale backups would not be acceptable. WSDOT recommends that
lane closures be done at night when traffic volumes are low enough to handle lane closures
without causing congestion. Additionally, this will facilitate public and worker safety.
i I
Ms. Jana Hanson
December 2, 1999
Page 2
The estimated construction time for this project is 80 working days and is scheduled to be
completed between April of 2000 through December 2000. This project is scheduled to
go to advertisement on March 6, 2000. Information regarding traffic control and
equipment data for this project is attached.
Project operations will include grinding,jackhammering, asphalt compaction, sawcutting
and overlaying pavement along SR 167. Additional activities will include striping and
other miscellaneous work associated with pavement repair. The work will take place in
both the northbound and southbound directions of SR 167. Night work will be
performed at different time intervals for each direction of traffic. Equipment to be used
may include, but is not limited to, pavement saws, paver, pavement grinders,
jackhammers, compaction rollers, generators, trucks, lighting equipment, and striping
equipment.
The WSDOT requests that the Renton Board of Public Works consider and grant a 65 day
noise variance from Renton Noise Level Regulations, Chapter 7, as per Section 8-7-2
allowing work at night. We request a window in which to use the issued variance nights
beginning April of 2000 and to continue through December 2000.
We propose the following measures to minimize impacts:
A. A WSDOT person well versed in noise mitigation measures will conduct a training
session with project inspector and contractor personnel. This session will include the
requirements of the variance, construction equipment involved, ways to keep the noise
to a minimum, and consequences of failure to comply with the variance. WSDOT will
submit a confirmation document to the City noting all WSDOT and other inspectors
who attend this training. In addition to providing the training, WSDOT shall grant the
necessary authorization to have an acoustics expert/inspector on site at all times to
ensure immediate enforcement actions of all mitigation measures.
B. All required backup alarms to be used at night will be the least obtrusive OSHA
approved ambient sensitive type.
C. All truckbeds used in the removal of debris will be lined with rubber to reduce noise
impacts.
D. With regard to material removed or placed during grinding operations, any material
spilled on the roadway surface shall be removed by sweeping. No scraping type
equipment shall be used.
E. Stationary equipment such as light plants, generators, or any other shall be shielded
from residential areas. The required equipment shields will be fabricated, by the
contractor(s), per specifications (included in the project plans).
OL3704.doc
•
Ms. Jana Hanson
December 2, 1999
Page 3
F. Weekly reports shall be submitted by applicant providing information on
complaints/problems/resolutions and indicating the number of accumulated nights used
through the duration of the project.
G. A 24 hour notification phone number shall be posted for residents to call in complaints
or voice concerns.
H. After two (2) substantiated continuing complaints are received and reviewed, the State
may be required to accomplish testing in the bedrooms of affected residents. If tests
are above 52 dBA during construction, then the State will be required to take further
mitigation measures such as, but not limited to, insulating the windows or providing
motel accommodations.
Please schedule a hearing for this request. My office will initiate the notification
requirements per City of Renton instructions. If you have any questions please call me at
(206) 440-4546 or Janelle Hitch at (206) 440-4541
Sincerely,
BRUCE P. FARRAR
Air Quality and Special Studies
Program Manager
BPF:JCH .
Attachments
cc: G.L. McKee MS 138
Joe Scanlon MS 51
Don Wills MS 111
• Day file
file
OL3704.doc •
Ms. Jana Hanson
December 2, 1999
Page 4
PROJECT GENERATED PEAK NOISE LEVELS
Noise levels diminish with distance. A 6 dBA noise level drop will occur with the
doubling of distance from a point noise source. For example, a noise level of 70 dBA
measured at 50 feet would be 64 dBA at 100 feet, 58 dBA at 200 feet and 52 dBA at 400
feet. Sound also decreases if an object interferes with the receiver's line of sight to the
noise source. This attenuation depends on the relative elevation of the source and the
receiver and the height and location of the intervening object.
The following overview describes construction generated noise levels expected to occur to
specific neighborhoods adjoining the SR 167 ACP Overlay project.
The following projected noise levels will result from nighttime activities involving
grinding, sawcutting, overlay placement, striping, and other miscellaneous work
associated with pavement repair on SR 167. Noise levels resulting from the subject
project's repair activities will generate peak noise levels of 85 to 90 dBA as perceived at
50 feet. Project generated noise levels are expected to be as follows:
SR 167 South of SR 405 Interchange
The area to the south of the SR405/SR 167 along SR 167 is industrial, commercial or
undeveloped to the west. To the east there is a residential community above SR 167.
These residents benefit from their line of sight interruption to SR 167. This"top of cut
effect" results in an approximate 10 dBA noise level reduction. The closest residence is
not closer than 500 feet from the roadway, distance attenuation will result in at least 20
dBA reduction. Additionally, there is a densely wooded area separating the residence
from the roadway. This line of sight interruption provides an additional attenuation value
of 8 dBA. Portable noise shields will be employed around work activities providing further
attenuation benefits of 8 to 10 dBA. Project activities are expected to generate peak
exterior noise levels of less than 50 dBA in this area.
SR 405/SR 167 Interchange
The Lake Avenue South/South 14th Street neighborhood lies southeast of the SR 405/SR
167 interchange. Distance attenuation (500 to 800 feet from the work site to residences)
will result in a 20 to 24 dBA reduction. Line of sight interruptions occur for some
residences in this area. An additional attenuation value of 8 dBA can be assigned for this
sight interruption. Portable noise shields will be employed around work activities
providing further attenuation benefits of 8 to 10 dBA. The project activities are expected
to generate peak exterior noise levels of less than 50 dBA and up to 69 dBA(to front line
receivers). Other homes in this neighborhood are more distant from work activities, work
generated noise will not be perceptible to these 3rd and 4u'row residences.
The 12"' and 13th Street neighborhood lies adjacent to and northwest of the SR 405/SR
167 interchange. There are five remaining residential dwellings in this neighborhood that
OL3 704.doc
Ms. Jana Hanson
December 2, 1999
Page 5
would be affected by this project. Distance attenuation (500 to 800 feet from the work
site to residences) will result in a 20 to 24 dBA reduction. Portable noise shields will be
employed around work activities providing further attenuation benefits of 8 to 10 dBA.
Overlay activities are expected to generate peak exterior noise levels of less than 50 dBA
to 69 dBA.
A Holiday Inn hotel lies adjacent to the northeast of the SR 405/SR 167 interchange. The
rooms along the south and west wall would be most affected by this project. Distance
attenuation (100 to 400 feet from the work site to hotel) will result in a 6 to 18 dBA
reduction. Portable noise shields will be employed around work activities providing further
attenuation benefits of 8 to 10 dBA. Overlay activities are expected to generate peak
exterior noise levels of less than 64 dBA to 76 dBA.
SR 167 North of SR 405 Interchange
The Shattuck Avenue South/South 7th Street neighborhood lies east of SR 167. Distance
attenuation (400 to 800 feet from the work site to residences) will result in a 18 to 24
dBA reduction. Line of sight interruptions occur for some residences in this area. An
additional attenuation value of 8 dBA can be assigned for this sight interruption. Portable
noise shields will be employed around work activities providing further attenuation
benefits of 8 to 10 dBA. The project activities are expected to generate peak exterior
. noise levels of less than 50 dBA and up to 70 dBA(to some first row residences of
Shattuck Avenue and S. 4th Street). Other homes in this neighborhood are more distant
from work activities, work generated noise will not be perceptible to these 3rd and 4th row
residences.
The SW Sunset Boulevard/Langston Road neighborhood lies west of SR 167. Distance
attenuation (approximately 800 feet from the work site to residences) will result in a 24
dBA reduction. Line of sight interruptions occur for some residences in this area. An
additional attenuation value of 8 dBA can be assigned for this sight interruption. Portable
noise shields will be employed around work activities providing further attenuation
benefits of 8 to 10 dBA. Project activities are expected to generate peak exterior noise
levels of less than 50 dBA and up to 66 dBA(first row residences at Langston and
Sunset).
The Hardie Avenue SW/SW 2nd Street/SW Victoria Street neighborhood lies west of SR
167. Distance attenuation (400 to 800 feet from the work site to residences) will result in
a 18 to 24 dBA reduction. Line of sight interruptions occur for some residences in this
area. An additional attenuation value of 8 dBA can be assigned for this sight interruption.
Portable noise shields will be employed around work activities providing further
attenuation benefits of 8 to 10 dBA. Project activities are expected to generate peak
exterior noise levels of less than 50 dBA and up to 72 dBA(to front line receivers).
The West Wind Motel lies adjacent to the east of SR 167. The rooms along the south and
west wall would be most affected by this project. Distance attenuation (approximately
OL3704.doc
Ms. Jana Hanson
December 2, 1999
Page 6
400 feet from the work site to motel) will result in an 18 dBA reduction. The line of sight
interruptions at this location will provide and additional 5 to 10 dBA reduction. Portable
noise shields will be employed around work activities providing further attenuation
benefits of 8 to 10 dBA. Overlay activities are expected to generate peak exterior noise
levels of less than 55 dBA to 70 dBA.
OL3704.doc
R e.V 6 Y,S
/ft 3/z1/2aoo
• ' v71Washington State
Department of Transportation
' . Memorandum
Date: 3/1/2000
From: Plan Review/Phil Price SR 167
MS 111 1-405 VIC TO SR 900
Phone: 206-4404115 COUPLET
Fax: 206-440-4802 00A002
OL-3704
To: See List Below
•
PROOF COPY
PLEASE RESPOND IMMEDIATELY IF A CHANGE OR
CORRECTION IS NEEDED. •
: .COMMENTS DUE NO:LATER THAN` .' I"
r4
.9..4:10 AM
ne
Thursda0Aarch 8, 2000. .
. VIA PHONE, E-MAIL.OR:FAX ,
MS •
136 PROJ LOCATION ENGR G. McKee (3)
51 PROJ CONSTRUCTION ENGR J. Scanlon (3)
111 PLAN REVIEWER P. Price
120 CTCO R. Steinert
4-7330 OSC LIAISON L. Sundberg •
120 TRAFFIC ENGR - SOUTH M. Leth
PRELIMINARY PLANS
SUBJECT TO CHANGE
DATE: 3/27 /2000
PCDFSR167
� I ,
1 CONTENTS
2
3 PAGE
4
5 INTRODUCTION 1
6 AMENDMENTS TO THE STANDARD SPECIFICATIONS
7 . SECTION 1-04, SCOPE OF THE WORK 1
8 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1
9 SECTION 1-08, PROSECUTION AND PROGRESS 2
10 SECTION 9-28, SIGNING MATERIALS AND FABRICATION 3
11 SPECIAL PROVISIONS
12 DESCRIPTION OF WORK 4 •
13 BID PROCEDURES AND CONDITIONS 4
. . ..... : ,..: 1.4 Preparation Of Proposal 4 •
15 Public..Opening.Of Proposal;= ;. ,". ..4
„ 1,6: .....AWARD..AND.EXECUTION.OF_CONTRACT . .- . . . . ‘5
17. .: ....Award'OfContract 5
1.8:.:;.:'�;CO'NTE•011.Q.F-:MATERIAL..:.::"".:. ;; 5.
Handling<:and_.Storing,Materiafs _ -. _y_-
:,....'..:.,r:;,. .._,.;_;., ,...2Q;. , LEGAL::RELATIONS',SAND:,RESPONSfBILITIES•!TO THE:PUBLIC':• i...-•,: . .: ::.:..::....::.
.
aws To serve
22 City of Renton Noise Variance 0 6
23 Temporary Noise Shields 7
24 State Taxes 8
25 Fish And Wildlife and Ecology Regulations 0 8
26 Concrete Grinding and Sawcutting Residue and Slurry 8
27 Permits And Licenses 9
28 Load Limits 9
29 Wages 9
30 Equal Employment Opportunity Responsibilities 9
31 Federal Agency Inspection 24
32 Contractor's Responsibility for Work 24
• SR167
1-405 VIC TO SR 900 COUPLET S
00A002 (03/01/00) A •
•
PAGE 4
1 Temporary Water Pollution/Erosion Control-----------------------------_______—___25 ,
• 2 Protection And Restoration Of Property-------------___—_--------________----_—_____26
3 Utilities And Similar Facilities ---------- ._27
4 •Public Liability And Property Damage Insurance--- ----28
5 Work on BN RR Bridge 167/139 28
6 Public Convenience And Safety ------- __28
7 Lane and Ramp Closures----_________ 29
8 PROSECUTION AND PROGRESS-------------------------- 31
9 Subcontracting-- --- ------------- 31
10 Progress Schedule----------------------=-----------_________ ____— 31
11 Time For Completion-----------_____M_�___:________
12 Liquidated Damages
13 TEMPORARY TRAFFIC
14 Traffic Control Management32
:.:.;;'
And All Other Traffic Control Devices- -°°� ���� �
,,,;,,, ,,;,,,;,;,,;;..;r. :..:.,'.:.,:,...•,1..\6.,::.,;REMOVALOF STRUCTU.R S:A " D == =—
.._
17:• ., .:Removal,of•Cement Concrete Curb; and Gutter. .-- -
18 Removal'of,,RaiseOpavement Markers
. , .-. �. .�:•.,L„ . .CONSTRUCTION°:'G€OTE�T --- ---' -=��== -- — --------= - .. <a�ti -;�s
194,.-�: - ------ ---�-- -
. �ILE
c, 4.2,..
.,- ilx'- `r[r.. 'it.:�: :k'-`',:^'r'�}:""' .�^.q•+i:�;.y, ,' yY"�`:yr4q.: "1'•`,�1",`:'::\"'+if
•
PRODUCTIcYN':FROM°-• QUARRY AND' -IT SITES-•
-===-=-
,,;Yc [<xa:��{riy17 ,:"1:�' �:,:,�*.s: y;. l;;r*a�r•��ai;r:;c?r-,_.i; 1�,vstC�.;'��;a"$t;,
. T..CQN.CRE7"E"PAVEMENT` - —�'�,'-� _ �•
23 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB=----------- ------46
24 MONUMENT CASES -47
25 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 47
26 PERMANENT SIGNING — 50
27 PAVEMENT MARKING 51
28 STANDARD PLANS 51
29 ,
SR167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00)
•
�.. � 1
2 I NTRO.AM 1
3 INTRODUC N
•
4 The following Amendments and Special Provisions shall be used in conjunction with
5 the 2000 Standard Specifications for Road, Bridge, and Municipal Construction
6 (Metric).
7
8 AMENDMENTS TO THE STANDARD SPECIFICATIONS '
9
10 The following Amendments to the Standard Specifications are made a part of this
11 contract and supersede any conflicting provisions of the Standard Specifications. For
12 informational purposes, the date following each Amendment title indicates the
13 implementation date of the Amendment or the latest date of revision.
14 .
15 Each Amendment contains all current revisions to the applicable section of. the
16 Standard Specifications and may include references which do not apply to this
17 • particular project. .
18 • •
19 04.AM1
20 SECTION 1-04, SCOPE OF THE WORK
21 March 6, 2000
•
22 This section is supplemented with the following:
23
24 1-04.4(1) Minor Changes .
25..... ....... Payments or:credits .forchangesamounting: to $5;000 or less may be made
under,.:the,bid.item "Minor Change" Contracting At the.discretion of the, Agency,
Changes :May used -in-:lieu of the::more formal
27 ,.. this procedure for;Minor. ma be�":
28. ;procedure as;;outlined,in.Section:-1:-04.4, .Changes.,. ,- ••
30: :.:` ;..:..,.',:The_Contracto'r;will:be:`provided'a.co of.the:com l.eted..order:for�Minor:Chan e._
pY g
• 31 : f:;:The 'agreement'.for:the;'Minor-Change_will.'be documented by. signature"of the
3 Contractors or:;n'otation:;of_verbaLa reement;::::If:.the Contractor;is in disagreement :;::�, ,-_
3
3;_:.-;� ;',b;:..ayyitft.an:..;hin'� ��ce;uredAbs:tfie,order.forMirioG:.Chan e ,the Contractor may protest
the Order as3provided`irr:Se:ction..4-045,::,:w,
35 ,
:,:..;..,„.. ..„.,.v: .,, :, 35,;.:. ,;,.:,:;,.r,:Pa- mentsi,or�`vcredits,:will..be-,be accordance-with Section,1,09:4.: For
37, .;t,e - e`,;o v
_r„�-<._�: .::_;:::•._�,::.. id all:bidders�•:the:..0
h. :purpos f,, p,ro ih a, .common;.prcaposal;.:.for: or�,tractin� - . .
, n‘nA•�enG .has:entered::pan.arnounl<for--MincsrCf�ari e7iii•#tie Proosal`to become�•ai-- �•
39 part of the total bid by.the
'
40 .
41 07.AM1 .
42 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE
, 43 PUBLIC
44 March 6, 2000 .
45 1-07.8 High Visibility Apparel
46 In the second paragraph, (1) is revised to read:
47
48 (1) when personnel are out of view of, or not exposed to traffic,
49
50 1-07.22 Use of Explosives
51 In the second paragraph, the reference to "WAC 295-52” is revised to "WAC 296-52".
52
53 08.AM1
•
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 1'
I 1 ' SECTIO"- -08, PROSECUTION AND PROG SS i`
• 2 (March _ -000)
3 1-08.1 Subcontracting • Is y
4 The 7th"paragraph is supplemented with the following: " .E
5 .
••
6 When required by the.Contract, the Contractor shall submit a"Quarterly Report
7' of Amounts Credited as DBE .Participation" form in lieu of DOT form 412-023
8 "Affidavit of Amounts Paid MBE/WBE Participants"..
9 •
10 This section is'•supplemented with the following:
11
12 . 'Subcontract Completion and Return of Retainage Withheld
13 The following procedure shall apply to all subcontracts entered into as a part of
14 this Contract:
15 • .. .
16 Requirements . .
17 " 1. .,The subcontractor shall make a written request to the Contractor for the
18 release of the subcontractor's retainage or retainage bond. .
19
20 2. Within ten (10) working days of the request, •the Contractor shall
21 determine if the subcontract has been satisfactorily completed and shall
22 inform the subcontractor, in writing, of the Contractor's determination.
23
24 3. If the Contractor determines that the subcontract has been satisfactorily
• 25 • completed, the subcontractor's retainage. or retainage bond shall be
• • - 26 . • released by:the Contractor within ten (10)working days from the date of:-
27. the written•notice. '•
28 . .. •
_ .. .. .
r!.,D.,.,"-:i•i 29;: - -• , .4 ;-;If•thie<:;Contractor:!adetermines..+that=.the su-subcontractor .has"not°achieved=•"`'`= ' -'
,,....:........... ... . . .,..;.;.3.Q . ..... ..,..... ..,::,„.•.satisfactory..completion..of.ah.eksubcontract; the:•Contractor must--provide,.- -
. _ ___.. ,31:• _ r=the,- subcontractor'witti i-written:.-notice, statin s ecificall 'wh :'the 'Ea 71',..
..._...,....: ✓,..:.,..,.32.. -
.:2.-;!:,_„.... :. . ...:..:. . : -�.; -;- .;�.__-;��,"+`__subcontractwgrloinot:�satisfactorily�complet d,�andrwhatyhas t'-bei ”=':
...•�-,:t.,'.�q': 33doneF".tor�;,achieve :completion: ^`--The ,'.Contractor°•;shall' 'release- the•'•'' '."' °f
_._..,
, . --...-:.:-.-:•: ::.. ; ; ,ubscontractors=reta
cir1age`.orretainage.. bond-within`�=:eight (8) workirig: ':'
<v. ,...,.. �. . •: :,: ,:,:;day :-after: the:.�subanra,etor��has.-satisfactorilye �'
=;�<: •,''!'
...., ..... , � 1, .. . 'f i itified 1ntofi •.--,,:•:.-. ..-: . . ,. • .:J.f"_.t• .i irs
37, :>
...
< _ ete1.,1-.s;.
.,,-; ,' err •rriiF` . &:',L,,',1.. ._38. .._:_ .-_ �sln,deterrniniri�whethersatisfactoryconpletion-.has6eei=achived ; hj ; ,-
. . . , ,.i_ �.,.,r_,439, __,�t;,;,_;i... ,.. ;,,,Contractoc, nay,, require-:ahsubcontacor:,to.•::provde�documentation, . .;l<„:
. : 40 .-,.. . -. '--such-'as.`certifrcations and 'releases,' showing'that-all laborers; lower=' ` "' -" '
41 tiered subcontractors, suppliers of material and equipment, and others
' 42 involved in the subcontractor's work have been paid in full. The •
43 Contractor may also require any documentation from the subcontractor
• 44 . that is required by the subcontract or by the Contract between the
45 ffi
46 wagesContractor paid,and materialContracting acceptanceAgency certiorficationsbylawsuch and as releasesadavits fromof
47. applicable governmental agencies to the extent that they relate to the •
48 'subcontractor's work.
• 49 • .
•
50 6. If the Contractor fails to comply with the requirements of the
. 51 specification and the subcontractor's retainage or retainage bond is
52 wrongfully withheld, the subcontractor may seek recovery against the
53 Contractor under applicable prompt pay statutes in addition to any other
54 remedies provided for by the subcontract or by law. •
55
56 Conditions
57 • 1. This clause does not create a contractual relationship between the .
• 58 . Contracting Agency and any subcontractor as stated in Section 1-08:1.
• . 59 Also, itis not intended to bestow upon any subcontractor, the status of
•
SR 167 '
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 2
1 a third-party beneficiary to the Cont between the Contracting
2 ncy and the Contractor. I
3
4 2. This section of the Contract does not apply to retainage withheld by the
5 Contracting Agency from monies earned by the Contractor. The
6 Contracting Agency shall continue to process the release of that
7 retainage based upon the completion date of the project as defined in
8 1-08.5 Time for Completion and in accordance with the requirements
9 and procedures set forth in chapter 60.28 RCW.
10
11 Payment
12 The Contractor will be solely responsible forany additional costs involved in
13 paying retainage to the subcontractors prior to total project completion.
14 Those costs shall be incidental to the respective bid items.
•
15 .
16 28.AM9 •• •
17 SECTION 9-28, SIGNING MATERIALS AND FABRICATION
18 March 6, 2000
•
19 9-28.11 Hardware
20 The first sentence of the first paragraph is revised to read:
21
22 Bolts,.,nuts, and washers shall be of the same material for each attachment,
23 except'::for signs mounted on Overhead Sign Structures (i.e. sign bridges,
24 cantilevers, and bridge mounted) all bolts, u-bolts, washers, nuts, and locknuts
25 shall be stainless steel only. .
26
... ., = • 27::: :(,,:In.;thefirst:.paragraph, the:.Specification.for"Strap and-Mo,unting Bracket"is revised-to
28 read: _. •
. 29
.. 30" ASTM A 666, Type 201 Stainless Steel
.
32 ,9.-28`::1. tee . tru
. ... ._ ,_..-_..•..._..,:,.:...: A.. 4(2):..S I S cturesand Posts.:, . ...._. ._,_,...•...:. _ .,._.-
3 ..
i,Tfie,:f .
irst.p g ed to _,. •. ._. �.. .. - _ , �
:.:,..:�._v• �. . - ..
ara caph:ls reels =:read.
34 `.
;5>.; :--- „Anchor.:, :ods::.a du:.,washers:�.for�::•si n:::brid e• ,. -,:
_ ,:,<.,.(• _ _�ntilever:v:.�igr ,sttucti.ire-' <r:..•rW
,.,. , ; ,.,,.;;_ 4Y;;, ,Ae�h:- „37;,.t af(ejfabricati.on a=minimum of,3,0.5:millimeters:at(ther:ex`osed end:in accordance ^ :` :<: .: �(
.1
•Nuts�'antl washes::sh�all=-11 ins-. - .....
,r.�- 39.: �aceordance�with:AASHTO-;=,M. 232r Anchor rod�'te�riplafes�=shall. conform=-to�`"
0 • •
,.•.:: •,:-.•...:.. ._... .... �.. ..... ..- SHTO.M 183 but need.not Ivanlze . _b .. . ..__. ,. . ... . .. .... ... ._ .. . _ . ,.-
e•'ga 'd�.
41 •
- 42 INTRO.MR1 • •
•
•
•
•
•
•
•
•
•
SR167
1-405 VIC TO SR 900 COUPLET'
•
00A002 (03/01/00) • 3
11 SPECIAL PROVIS,, S
2
3 The following Special Provisions are made a part of this contract and supersede any
4 conflicting provisions of the 2000 Standard Specifications for Road, Bridge and
5 Municipal Construction (Metric), and the foregoing Amendments to the Standard F".
6 Specifications.
7
8 DESWORK:GR1
• 9 DESCRIPTION OF WORK
10
11 DESWORK1
12 (March 13, 1995)
13 This contract provides for the improvement,of*** SR 167 in King.County, 1-405 Vic to
14 SR 900 Couplet, MP 25.00 to MP 27.28, by planing bituminous pavement, paving
15 with with asphalt concrete Class B, pavement marking; permanent signing, signal
16 loop, traffic control, ***. and other work, all in accordance with the attached Contract
17 Plans, these Contract Provisions, and the Standard Specifications.
18
19 02.GR1 • •
20 BID PROCEDURES AND CONDITIONS
21
22 0206.GR1
23 Preparation Of Proposal
24 .
25 F02061
26 (March 13, 1995). -.
27 • ,The sixth paragraph of Section 1-02:6 is supplemented with-the following'.'
28
425.00 per:hour:has,been•J,estab ..._ ., r==the-item'
lished�fo
If:ahe'";: 0" sr, Traffic.:0ontrol Labor': .
Contractors WAS less`ah_an the mmlmum.spebifed= '°'''
• 31;; ;;amount,,the Contracting Agency.will unilaterally.,revise thebid' amount to .the
32t i, x rQfp mrntmum�specified amount=:,and recalculate the;::Contractor's tots bi
� :' - amount-will be used by:the_.Co'ntracting Agency'for award'-".' •
........ - n _33:,,.n _ - The�corrected•total_bid-• ....
r t _,_.. ..,:+,.,34i t ur ,me
-t,, _:.p po�ses'.arldao•fix.:the:amountofthe�contractbond:' '�_• �-- .�.'i •'. six.��.r.z't�:�-+�_.., :�:��;r;-.�.. . ,:';,a
35 . ` . ;: :. .
0,62:GR1
�k...:,.,5'e'ctio.n1kA2.6,�iss'u lementedwith the followin' -�:;- ;t.w��:.>M1::F�,:..... _.�-il:� :.f ..,„_. :;�,.,,::a.4_t �,..,�
,..< . r�.,,.._,.
. .....,,,...�...., _. 39, . ..,0206 E..
-,"-.y 4.GR1
40.............._..-. . -. ,�t
(September 5, 1995 -
i'.'
e
41 + > :.: ;i`On th1 project;the b1 will not be r fired to submit wit the"bid-a lis b'f
-.. ,: .; s�: ,�:.. . 's 'drier equ' h • .: ^ .
42 t-!..
43 1. Subcontractors, and
44 2. The work the subcontractors will perform.
45
46 02121.GR1
47 (October 25; 1999)
48 Public Opening Of Proposal •
49 Section 1-02.12 is supplemented with the following:
50
51 Date Of Opening Bids
52 Sealed bids will be received at one of the following locations before,the specified
53 time:
54
55 1. At the Post Office Box #7360, Olympia, Washington 98504-7360 until
56 10:00 A:M. of the bid opening date. Notification by the Fost Office'will
57 be considered as actual receipt of the bid by the Department of
• 58 Transportation.
• 59 0
•
SR 167
1-405 VIC TO SR 900 COUPLET •
00A002 (03/01/00) 4
1 2., f- `tie Department of Transportation Bic' "Tomrra'ission) Room, located
2 he first tloor of the Transportation E Ing, ape ar rlve
3 SEOlympia, WA 98504-7360, until 10:00 A.M. of the.bid opening date.
• 4 Bids delivered in person will be received only in the Bid Room on the
5 bid opening date. •
6
7 The bid opening date for this project shall be
8 The bids will be publicly opened and read after 10:00 A.M. on this date.
9
10 03.GR1 •
11 AWARD AND EXECUTION OF CONTRACT
12
13 0302.GR1 '
14 Award Of Contract
15 Section 1-03.2 is supplemented with the following:
16 •
17 AW2000.DT1'
18 (NWR February 7, 2000)
19 The award and/or execution of the contract for this project is subject to the
20 Contracting Agency first having obtained sufficient funding from the 2000
21 Washington State Legislature. Bidders are.thereby put on notice that an award
22 and/or execution of the contract for this project may not occur. In the event such
23 legislative appropriation is .not forthcoming, the.Contracting Agency shall not be
24 liable for or. responsible to pay for any costs, charges, expenses, or damages
25 that may have occurred by the bidders or others arising out of, in connection with
26 or pertaining to this project.
27
28 06.GR1
29 _.CONT `.
: •. �ROL OF:.MATERIAL•�: ;,.. ,� �.-..:: �...-.
30 .. . , . :: , .
31 , STAGING.,, ,
. .Handling.andStoring,Materials;
33°: Section-1-06.4,is supplemented-with the following
34.
35 (******)
.,., ,36 Staging,Areas >._.,,.7;, ', _ .,..., : .:,..<:: t,. .. ... . :;
,, �;;,;�-:., -:-,. •.
r
�,L,f:atie3;Goritr.'aetor= ro'oses�.<to sta� e�'a ui 'rnertfi=b�e�oi=i2t`=the=existi'ri� �`evemenfi£
- -- P P. J q p Y g�;,:P
-�Iirnits.or.,Interchan e�;ram ;a easr-,the:ata in' � r. .. ..
.-al-eas.sfial�_•be.approved v�by�-tla`e=`•
• - 9 P- r 9 g
:39,`: -VUSDOT.Northwest Re'"ibri::'Bialo ist��
g g Sta 'in �'areas�.sliall�Yavoidi���wetland ::and_. ,
......,.. ._...,._ '40: buffer
41 '
42 07.GR1
• 43 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
44
45 0701.GR1 •
46 Laws To Be Observed
47 Section 1-07.1 is supplemented with the following:
48
49 . F07011 '
50 (May 28, 1.996
51 Prevention Of Environmental Pollution And Preservation Of Public
52 Natural Resources :
53 ' The Contractor shall comply with the following environmental provisions which
54 are made a part of the contract documents. A copy of the environmental
55 provisions are available to the Contractor at the Project Engineer's office.
56
57 If the Contractor's operations involve work outside the areas covered by the
58 - following environmental provisions, the Contractor shall advise the Engineer and
59 request a list of all additional environmental provisions covering the area
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 5
• 1 invd A copy of all additional environnu- I provisions is also available to
2 the ( .ractor atthe Project Engineer's office:_
3
4 00000035.ER1 •
• 5 Regulation I Puget Sound Clean Air.Agency
.6
7 Regulation II Puget Sound Clean Air Agency
8
9 Regulation III Puget Sound Clean Air Agency
10
11 17107005.ER1 •
12 City of Renton Ordinance No. 2788
13 An amendment to the City of Renton Fire Prevention Code regulating
14 outdoor fires and requiring permits.
15
• 16 . City of Renton Ordinance No. 1628 - Chapter 6
17 Protection of water supply for City of Renton.
18
19 City of Renton Chapter 11
20 Noise Control.
21,
22 17107015.ER1
23 • City of Renton Ordinance No. 1628 - Chapter 29 •
24 Renton Storm and Surface Water Drainage Ordinance. An ordinance
25 for the-preservation of the City's water courses. Permits required for
26. activities affecting storm and surface water drainage.
27
;. :_28, • 17107020.ER1 <
.= 3; ;.•,29': . City,offRentonOrdinance.No. 1628 - Chapter 23
_...;.;.a_'.,:.r.:..:::< ,• ---:' 3. -
NV!:
...�-_= 0 ,,... ;RentonMining; Excavation,.�and.Grading�Ordinance �:: ThisI'ordinance-- � .31
„ regulates mining excavation .and._grading, .,promotes,..rehabilitation of
:.; ,. •_ ,,,;,„
protects:_;;areas.. adjacent,�to -dis urfed�'areas� ��and•--
:_.....a"..promotes....safe ...and ..systematic,•'mining, excavation,..:and2,'grading=•
34: ,
.,i:,. .:.,
activities:within the City. .., . _,..•,..
35
�
;,;;•`, 36;;• City.ofRenton Ordinance No. 3098: - • _� :<::LL : .F
A<3 r t 7��
fier.
- P -
;r:
, _..... ; ;grading within the Ci Cit A.
39
•.r. 1..., ;f}.�;,.,•Ci\ .';, ,c'�•}ia.�-ry,-,
o ut r.
• °' ` City,ofRenton 'Oi`dinance;No� 1628 `Chapter 70':``°��`���~ `�'� ' ,:-�.`�,� �:'
•
:An ordinanCe-relating to excavatin and° radia. on':private"property.
42
43 . NOISEVAR
44 (******)
45 City of Renton Noise Variance .
46 All costs to comply with the noise variance requirements below shall be included
47 in the associated item of work.
48 •
49 The Contractor shall identify the nights during which each variance will be
50 needed on the Progress Schedule prepared in accordance with Section 1-08.3.
51
52 The City of Renton has granted a noise variance from respective city noise
53 ordinances for nighttime construction. This variance allows the Contractor to
54 exceed local noise ordinance levels under the conditions outlined below for a
55 total of 65 nights between April 1, 2000 and December 31, 2000.
56
57 Except in the case of an emergency, the Contractor shall possess a copy of the
58 noise variance whenever work occurs between the following hours and exceeds
59 local ordinance noise levels:
60 -
SR 167
I-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 6
1 1 '--00 p.m. to 7:00 p.m. Sunday night thr h Friday morning
2 )0 p.m. to 9:00 a.m. Friday night thro _ Sunday morning
3
4 Non-standard equipment and work practices may be required to meet the noise
5 variance conditions. At a minimum the Contractor shall:
6
7 A. Send all Contractor personnel to a noise mitigation training session
; 8 conducted by the Contracting Agency. The training will be arranged by
9 the Engineer and will cover the noise variance requirements, the types
ttn 10 of construction equipment likely to require mitigation, ways to keep
11 noise to a minimum, and the consequences of failure to comply with the
Z 12 variance.
s 13 •
-- 14 B. . Use back up warning devices at night that are_the least obtrusive OSHA
L •
fl 15 approved ambient sensitive type or use a back up observer in lieu of
- 16 warning devices as allowed by WAC 296-155-610(2)(e).
c a 17
M
S + 18 C. Use rubber bedliners in all trucks hauling concrete or metal debris,
s r 19 gravel, rock, pavement, or other material tailings between the hours
s ;3 20 • listed above.
-1- c . 21
1-1_, , ,
22 D. Remove all materials spilled on the roadway using sweeping methods.
23 No scraping type equipment shall be used. • •
F r. 24
o •--a 25 E. Shield stationary noise generating equipment such as generators, •
•
c vi 26 . blasters, compressors, etc. from residential areas.
0 - 27
• ,,:., .. e::",-.,:.1::_:-28..:;:.:;4.; .;:: F. The required equipment shields shall be 'fabricated; b'y'the Contractor
:_.. : ,.. i,. ,,29; per;specifications,for'portable.noise shields detailed;:inr-the Plans:' ' '' ..•;-: ,-::.'-`<`;.•.'.
30 •
r, _�., 31 • , . G. The.Contracts.ng Age.ncy.will..n.oti-fy all affected.residents'and businesses'
;,(7.'i:7•7".4.: 4',,,< -32 :t : ,:. ,., ,•;,,.. of-,upcbming:.night ,work, via,zhandout.:-or=%publicjannoun'cement •iii the,',, ':.",'!+~'''''' ,
:.:.,,.:,,0:: :rt.:,;: ;,....:.:.33........ . .. . ..:....::... .local.:media a-minimum:,of:' calendar::days"before•such work begins: •'''
.,,....,,.. ...:................ ... ,�_.,.� ..They.notice:;shall ;include.aho::�.Corntractirtg�_•Agarcys�=�24=hour' telephone'
1
2 0702.GR
3 State Takes
• 4 Section 1=07.2 is supplemented with the following:
• 5 .
6 07022.GRI
7 (March 13, 1995)
8 The work on this contract is to be, performed upon lands whose ownership
9 obligates the Contractor to collect State sales tax from the Contracting Agency.
10 The provisions of Section 1-07.2(2) apply.
11
12 0705.GR1
13 Fish And Wildlife and Ecology Regulations
14
15 070503.GR1
16 State Department of Ecology .
17 Section 1-07.5(3) is supplemented with the following:
• 18
• 19 RESIDUE2.DM1 .
20 (NWR March 6, 2000) •
21 Concrete Grinding and Sawcutting Residue and Slurry
22 Construction activities that generate residue from asphalt concrete or
23 portland cement concrete grinding or sawcutting shall be subject to the
24 following:
25
26 Collection, Containment, and Disposal
--27 .- - -:. -• .. Removal of residue:and slurry from the immediate roadway shall be
: . 1 .•• ::.. ... ._ -28; _ •,,:. - done,on:a continuous.basis. Residue and•alurry_shall-not be allowed to . °
29 :: ..:..::::.. ..drain.:across -traffic:lanes and- shoulders:or`drain _into. any'stormweter- -:. • '
.: ...;:, ,:.p;:;;,... . a, 30-:; :fi,{:, -:.>:., ,:, <.:,:conve�.ance:,7a :
•. ,. .-. ...,._. .... ,-:-�•. Y ysterrr. including ;catch=:basins,. inlets;�.:or-ditches :::�Any: :�:- ''':-`�r:
31 •W discharge to surface waters, including wetlands, isa violation of State
32 - -
..._-.�. ._; _..,water.•,.quality•standard"s:.
33
s,,;_,.,,.;.,;T;:,;;,. ;;;.1 r;„34.-. , :,E.t;,,.-;The_:ContractorNshall:_develop:.,a,:,Collection: Containment, and Disposal- ' -1-i
:_t,;;;:: I!_.,.\r ,,;.;;i,35 .. ii ,Plan.-2identifying hoWi the residue and.,slurry-will be contained =et-1Wn.xr•r1_”-:a
.- ,-i - ,,,,ri- ',36- . . -,,:. :collected::. The:aresidue•and-.Slurry shall=become-thee roe - -
� , -� ..,`' � - - p p rty:of`�the
..._•,:r:... ,,:.: �;�,. .�;:>.. � ... .. . �;F� �` �.t Contractor,and.shalk�be�:�disposed:::of_.b ,haulin -#o,a1;Contraetor= 'r ;-- -
.38 ,;disposal,site..
.: 39 ;
. ' '
,r;,, ;,1.:r:,;: 4Q;, -{,. .•),:,i--:.;The,,a roved�.Collectio _ r �;:..,.,. '
pp n; rContainment; grid Disposal Plan' shall bei:
=,_,-. . - =:41' .>: implemented prior.to°:c'ommencing any pavement.grihding'Or sawcutting ` `` "` :.
42 operation.
43
44 On-Site Disposal
45 The Contractor may request approval for on-site disposal. Disposal
46 sites shall have full vegetative cover, require no clearing of vegetation,
47 and provide.full infiltration of the waste water. Infiltration sites shall not
48 be located within 60.- meters of any surface water bodies, including
49 wetlands. The waste material shall be discharged'at the site in a
50 manner that does not.cause erosion of soils. .
51
52 Submittals
53 The Contractor shall submit the following items to the Engineer for
54 review and approval 21 calendar days prior to commencing the grinding
55 or sawcutting operation: .
56
57 1. Collection, Containment, and Disposal Plan. (identify all
•
58 proposed methods to prevent discharges into the existing
59 drainage systems).
60 2. Location of all proposed infiltration sites for on-site disposal.
•
•
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 8
1 3. Location of all off-site 'dispos' ites, including copies of all
2 applicable permitsand approve Dr the use of those sites.
•4 . The Engineer will obtain concurrence from the Regional Environmental
5 office prior to approving the plan.
6.
7 Payment
8 All costs associated with the collection, containment, and disposal of
9 pavement grinding and sawcutting residue and slurry shall be included
10 • in the unit contract prices for the applicable items of work.
11
12 0706.GR1
13 Permits And Licenses
14 Section 1-07.6 is supplemented with the following:
15' .
16 07061.GR1
17 (March 13, 1995)
18 No hydraulic permits are required for thisproject unless the Contractor's
19 operations use, divert, obstruct, or change the natural flow or bed of any river or.
20 stream, or utilize any of the waters of the State or materials from gravel or sand
21 bars, or from stream beds.
22
23 . 0707.GR1 .
24 Load Limits
25 Section 1-07.7 is supplemented with the following:
26
27 07076.GR1
28 (March 13;.1995)
-..:29::, „ If the sources of-materials provided by the'Contractor necessitates hauling over
other: than::"St te: .1
..: a Highways, the-'Contractor. slia'IF;=°af`°fhe`aContractors
._31 expense, make all arrangements for the use of,the haul routes. . ..:
.32 .. . ..,.... .:-
33 0709.GR1 _ .
:34 .1--..Wages "
35.
36 • 0.70901.GR1
_., ... 37 General .J e.:.., _ _:
Section 1-07:9(1) issupplemented with thetfol,lowing: t m•,:/-i•--; •
•,
•,:/°i•--
-. , 40 .0709011.GR1
41 (March'6, 2000) ,
42 The Federal wage rates incorporated in this contract have been established
43 by the Secretary of Labor under, United States Department of Labor General
44 Decision No. WA000001.
45 .
46 0711.GR1
47 Equal Employment Opportunity Responsibilities
48 Section 1-07.11 is supplemented with the following:
49
50 07112.GR1
51 (March 6, 2000) .
• 52 Requirement For Affirmative Action to Ensure Equal Employment Opportunity
53 (Executive Order 11246)
54
55 1. The Contractor's attention is called to the Equal Opportunity Clause and the
56 Standard Federal Equal Employment Opportunity Construction Contract
57 Specifications set forth herein.
58
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 9
1 2. T"7 goals and timetables for minority t ',female participation setby the
2 m of Federal•Contract Compliance F rams, expressed in percentage
3 •terms for the Contractor's aggregate work force in each construction craft
4 and in each trade on all construction work in the covered area, are as
5 follows:
6 .
7 Women - Statewide
8
9 Timetable Goal
10
11 Until further notice 6.9%
12 Minorities - by Standard Metropolitan Statistical Area (SMSA)
13
14 Spokane, WA:
15 SMSA Counties:
16 Spokane, WA . 2.8
17 WA Spokane.
18 Non-SMSA Counties 3.0
19 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA
20 Garfield; WA Lincoln, WA Pend Oreille; WA Stevens; WA
21 Whitman.
22
23 Richland, WA
24 SMSA Counties:
25 Richland Kennewick, WA 5.4
26 WA Benton; WA Franklin. ' •
27 ..- .-Non-SMSA Counties- • 3.6
. 28 . . . . . _ WA.Walla Walla. ...,
29 .
. 30:.. Yakima, WA: � . ;;:
31 SMSA Counties:
32 . Yakima; WA 9-.7-.7
33 WA Yakima. :.::
. .
34 ,,,,, :Non-SMSA,Counties,,; .:
:,:,.::,.,,.,,,;•,..a...; j .. p 1
•:WA>�.:C. A:r°. ouglas;•�:WA•°.:Grant; ��WA' K'ttitas;�� WA��"
;,.i; 36 Okanogan.
37
• . ; 38._.. Seattle; WA: ,
39 :...:.. . - . . : . SMSA Counties: ••, .
4r.;:..:..
.. 0 -. . .... .-. •_.. _, `.f•:-,- Seattle Everett;WA ,. �: ,,�. •,;. •. . . � ,,.,._ •
_ .._. . . •r,.: _,�,
., 2
. : 7,
.41 .. . • - ••• • ' .,..WA"King; WA Snohomish. ., •-:.
42 Tacoma, WA 6.2
43 WA Pierce. •
44 Non-SMSA Counties. 6.1
45 . WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA
46 Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA
47 Skagit; WA Thurston; WA Whatcom.
48
49 Portland, OR:
50 SMSA Counties:
51 Portland, OR-WA • 4.5
52 WA Clark.
53 Non-SMSA Counties 3.8
54 WA Cowlitz; WA Klickitat; WA Skamania; WA
55 Wahkiakum.
56
57 These goals are applicable to each nonexempt Contractor's total on-site
58 construction workforce, regardless of whether or not part of that workforce is
59 performing work on a Federal, or federally assisted project, contract, or •
SR167 .
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 10
z 1 subc • act until further nbtice. Qomplian with these goals and time
2 table enforced by the Office of Federal Cc )ct compliance Programs.
3
rt 4 The Contractor's compliance with the Executive Order and the regulations in
5 41. CFR Part 60-4 shall be based on its implementation of the Equal
6 Opportunity Clause, specific affirmative action obligations required by the
7 specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals.
8 The hours of minority and female employment and training must be
9 substantially uniform throughout the length of the contract, in each
10 constructioncraft and in each trade, and the Contractor shall make a good
11 faith effort to employ minorities and women evenly on each of its projects.
12 The transfer of minority or female employees or trainees from Contractor to
13 Contractor or from project to project for the sole purpose of meeting the
..1.4 Contractor's goal shall be a violation of the contract, .the Executive Order
15 and the regulations in 41 CFR Part 60-4. Compliance with the goals will be
16 measured against the total work hours performed.
17
18 3. The Contractor shall provide written notification to the Engineer within 10
19 working days of award of any construction subcontract in excess of$10,000
20 or more that are. Federally funded, at any tier for construction work under
21 the contract resulting from this solicitation. The notification shall list the
22 name, address and telephone number of the subcontractor; employer
23 . . . . identification number of the subcontractor; estimated dollar amount of the
• 24 subcontract; estimated starting and completion dates of the subcontract;
25 and the geographical area in which the contract is to be performed.
26
27: 4 As used in this Notice; and'irrthe contractresulting from:this solicitation, the
28::; . : Covered Area is as designated..ferein:: :.:
., 7:a:._,. ;'.. :;
: 29
1;;:::,1:f::::.:44;',-.:,:...- r,: ,30r:.._..•: -:.Standard. Federal:,:zE al;;:,:Em loy�ment:,;O `ortunit :-Construction':- t
,:;.:':!Standard. � � qu . P pp Y'� Con ract`.:::. G.,:. ,::�
- 31.. . Specitications (Executive Order 1.1, 46). .. .. .. ,..
32 . •_. .. ,.-
• 33 .. 1. As used in these specifications:::." :, . . „ ...
34 ..
.;- r; �..,•- ,,:. :-::::: 35,.°,, 1,...;,' , - •- a. Covered v=Area: means1:the-. geographical,area`described_ in the
:11,z.,n;n¢:;-.6; :: :"'_361::.::: :;. ::�;.::::: .. solicitation from which this contract resulted :i::.7:`.;•:::,.. . . .
37
Q4', :l.:= .. ,_ ;38‘ .'!' ��. _� . . .. .::b. Director means: Director,<iOffice!.o �Federa �Cbltract :Conpliance ,,, •
:y,. -'rai, >�: 39 ,r -
.. _. �a_�_ . . .. Programs;::-:United rams°�FUnited:Sfates',De artmentvof.=.Labor `:or�:an- . o. to. ;.
40::':.: :whom.the Director delegates.authority
41
42 c. Employer Identification Number means the Federal Social Security .
43 number used on the Employer's Quarterly Federal Tax Return, U.
44 S. Treasury Department Form 941; ,
45
46 d. Minority includes:
47
48 (1) Black, a person having origins in any of the Black Racial
49 Groups of Africa.
50
51 (2) Hispanic, a fluent Spanish speaking, Spanish surnamed
52 person of Mexican, Puerto Rican, Cuban, Central
53 American, South.American, or other Spanish origin.
54
55 (3) Asian or Pacific Islander, a person having origins in any.
•
56 of the original peoples of the Pacific rim or the Pacific
57 Islands, the Hawaiian Islands and Samoa.
58
59 (4) American Indian or Alaskan Native, a person having
60 origins in any of the original peoples of North America,
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00). 11
2 i and who maintain G - -al identification through tribal
affiliation or community ;ognition. ,
3
4 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a r.
5 , portion of the work involving any construction trade, it shall physically
. 6 include in each subcontract in excess of $10,000 the provisions of these
7 specifications and the Notice which contains the applicable goals for
8 minority and female participation and which is set forth in the solicitations '
9 from which this contract resulted. '
10 .
11 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown
12 Plan approved by the U.S. Department of Labor in the covered area either
13 individually or through an association, its affirmative action obligations on all
14 work in ..the Plan area (including goals and timetables) shall be in
15 accordance with that Plan for those trades which have unions participating
16 ' . in the Plan. Contractors must be able to demonstrate their participation in
17 and compliance with the provisions of any such Hometown Plan. Each
18 Contractor or.Subcontractor participating in an approved Plan is individually
19 required to comply with its obligations Under the EEO clause, and to make a
20 good faith effort to achieve each goal under.the Plan in each trade in which
21 it has employees. The overall good faith performance by other Contractors
22 or Subcontractors toward a goal in an approved Plan does not excuse any
23 covered Contractor's or Subcontractor's failure to take good faith effort to ,
24 • achieve the Plan goals and timetables. .
25
• 26 4. The Contractor shall implement the specific affirmative action standards
.. - - - - 27 - •' .• provided in paragraphs 7a through 7p of this Special:Provision. 'The goals'
:,._ ,2, ;-7,: 28;;: :;.;:x,.:-.-:s -'wset forth:in the,solicitation from which:-this:contractTesulted are expressed '
=,ri ': 3,
: _ .,, ;29:
:;;r a s.:percentages.,:
of the total hours:of-erriploymsent and
ltraining of minority and, ',.•:: .0,.. � ::30,i ,--,,,- , ,female to'achieve:.in:m `.>
°':,�:.
31 each,construction trade in which, it„has employees in the.covered._area. . • .
,, :,,, , ,:,, 32�,;, „ --;:,:,A,.,,,,,,, ,Covered -.construction_.. contractors•-�<�s:performing, -construe,tion?'',,,works in• -`•.r ••;<-•-
.,;: 33J.;; ;,; . , .:. geographical..areas..where they' do"not::have a Federal or-:federally:,'assisted-_. - •- •-•,
- , �:-:,: f; ;34:-r; ,t _;,,i,,construction contract shall apply:the-,-minori and:female -oals''`established - •6'
�:- ,for;��the eo ra hical 'area where- the•='.work-�=is' -.
- ,• _ - g 9 P �bein� �erform`ed-:= •Tkie� �'a ,
�:- ',. 3,6 ,4 rr �::.-Contractor is,ex ect •�� �:-<<. •,,
-;' p ed.to make substarifially:uniform; r•." '•T;;•f,- rriee i•, ::its;.;;:
,,.
a Ineach.craft.durin t s�.:... <.,' ::��:,--,!!,:l!, --, --,-;..�- ` � ;�;
:.. _:. ....`�9 g he.period specifed'•� .. ...... .... .. s`.'.,�.
-39
,r:.. , ,, ..:.:,::5 , Neither,the:.'row
�::�,::,:,:L. l.Tr, :,a°�:;.:.;.. .<., , ,F•': � Isions of any:collective'b : ' I.
��. ,.:���°,:
p.. argaining�agreerrien nor-ttae=fa
:to-.-,. :-4--':'-'--.-......�....,,.-n.--:.... li:.:1,L.:< c b� . 1. i :, ,�- :n4,'.. -�.�'.,.g .i'p.^,_. a sil-:._�:in.•.•
_.., ._...:_,._... ...,...,,{_..: 40 - .,,,, -by.a,union with whromthe Cntractor. f as;:a":collective t'ar°ainin' a reemei t
,-.:-.,::41-:,:•?,. : .:.! ::.-,- refer eithe'r`minorities Or women'shall excuse the Contraetor's obligations • ,
42 under these specifications, Executive Order 11246, or the regulations
43 promulgated pursuant thereto.
44
45 6. In order for the nonworking training hours of apprentices and trainees to be
46 counted in meeting the goals, such apprentices and trainees must be
. 47 employed by the Contractor during the training period, and the Contractor
48 must have made a commitment,to employ the apprentices and trainees at-
49 the completion of their training, subject to the availability of employment '
• 50 opportunities. Trainees must be trained pursuant to training programs
51 approved by the U.S. Department of Labor.
52
53 7. The Contractor shall take specific affirmative actions to ensure equal
54 employment opportunity. The evaluation of the Contractor's compliance
55 with these specifications shall be based upon its effort to achieve maximum
56 results from its action. The Contractor shall document these efforts. fully,
57 and shall implement affirmative action steps at leastas extensive as the
58 'following:
59
SR167
1-405 VIC TO SR 900 COUPLET •
•
00A002 (03/01/00) 12
1 Ensure and maintain a working en nment free of harassment,
2 intimidation, and coercion at all sitL.-, and in all facilities at which
3 the Contractor's employees are assigned to work. The Contractor,
I '4 where possible, will assign two or more women to each
5 construction project. The Contractor shall specifically ensure that
6 all foremen, superintendents, and other on-site supervisory
7 personnel are aware of and carry out the Contractor's obligation to
8 maintain such a working environment, with specific attention to
9 minority or female individuals working at such sites or in such
10 facilities.
11 -
12 b. Establish and maintain a current list of minority and female
. 13 , recruitment sources, provide written notification to minority and
.. 3 14 female recruitment sources and to community organizations when
15 the Contractor or its unions have employment opportunities
16 available, and maintain a record of the organizations' responses.
17
18 c. Maintain a current file of the names, addresses and telephone
19. numbers of each minority and female off-the-street applicant and
20 minority or female referral from a union, a recruitment source or
21 community organization and of what action was taken with respect
22 to each such individual. . If such individual was sent to the union
23, hiring-hall for referral and was not referred back to the Contractor
24 by the union or, if referred, not employed by the Contractor, this
25 shall be documented in the file with the reason therefor, along with
26 whatever additional actions the Contractor may have taken.
27
.,,: 28 d,,: Provide immediate written ,.notification to the Director when the
;....,29.. : union or unions with :which the- Contractor has a collective .-;'
-:; : „.,'.-„,:ft.::• : :30 -:- bargaining agreement,has:not:referred to=the=Contractor a.minority '
3.1.. . person or woman sent by the Contractor, or when the Contractor
... i• - -. •32 ,:_: .. has::other information that:the.union referral`process' has impeded• `'
:.......--,:.-i-..:........ ...
33 the:Contractor's:efforts_:to.meet.its obligations: .. ° ..
,. • : :. e.' Develop-•.on-the.job,i: training opportunity.: and/or._participate in =```.
,,!s.: ::;-,i.:33 .,_ .,.: 36:;-. .. : -_ , training;programs-for,:.the:;area.which expressly include minorities',_'
r .r ;.;37;•.-...,,_. : and:women, includingrupgrading programs and"apprenticeship and' `` `±-.
.. ,;:;: 38,f .: : .°;- :.trainee programs relevant to;the".Contractor's employment needs,
39`. .,.,• .
',.�. _.:�•.,.. f,:, . .:
>.:.::;._,.,:.::.�,;. :..:, ,:':•,;:� ,`.� : :..:.: .especially`'those....pr.•.ograms:,.'funded,.:or:;.;,approved;:.�bY: the. .U.S..,_:,'=:.�•.:• . :,�..::,
- „:,_.,,..,:,..;;
,_:;,;- 40 , :.:.:.. : .._,,4:,! .:Department of.Labor The Contractor shall provide notice of these;,,!,.::
41 ' programs to the sources compiled under 7b above.
42
43 f. Disseminate the Contractor's EEO policy by providing notice of the
44 policy to unions and training programs and requesting their
45 . . cooperation- in assisting the Contractor in meeting its EEO
46 obligations; by including it in any policy manual and collective
47 bargaining agreement; by publicizing it in the company newspaper,
48 annual report, etc.; by specific review of the policy with all
49 management personnel and with all minority and female
50 employees at least once a year; and by posting the company EEO
51 policy on bulletin boards accessible to all employees at each
52 location where construction work is performed.
53 •
54 g. Review, at least annually, the company's EEO policy and
55 affirmative action obligations under these specifications with all
56 employees having any responsibility for hiring, assignment, layoff,
57 termination or other employment decisions including specific
58 . review of these items with on-site supervisory personnel such as
59 Superintendents, General Foremen, etc., prior to the initiation of
60 construction work at any job site. A written record shall be made
SR 167
1-405 VIC TO SR 900 COUPLET •
00A002 (03/01/00) 13
1and maintained identifying the and place of these meetings,
2 persons attending, subject matt, uiscussed, and disposition of the
3 subject matter.
4 - ,
5 h. Disseminate the contractor's EEO policy externally by including it
6 in any advertising inthe news media, specifically including minority
7 and female news media, and providing written notification to and
8 discussing the Contractor's EEO policy with other Contractors and
9 Subcontractors with whom the Contractor does or anticipates
10 doing business.
11
12 i. Direct its recruitment efforts, both oral .and written to minority,
13 female and community organizations, to schools with minority and
14 female students and to minority and female recruitment and
15 training organizations serving the Contractor's recruitment area
16 and employment needs. Not later than one month prior to the date
17 for the acceptance of applications for apprenticeship or other
18 training by any recruitment source, the Contractor shall send
19 written notification to organizations such as the above, describing
20 the openings, screening procedures, and tests to be used in the
21 selection process.
. 22
ri 23 j. Encourage present minority and female employees to recruit other
24 minority persons and women and where reasonable, provide after
25 school, summer and vacation employment to minority and female
26 youth both on the site and in other areas of a Contractor's work
27 force.
28
- -,29-� „ k. Validate-'all.'tests,.and, other:selection requirements,where there is -
. 30:. .. an ,obligation o so un er 4 R Part 60-3
31:
.._,.k : -- 32._--: •I'. Conduct -=at least annuall ; an':'inventory and:''evaluation Of all'' "'
33 minority and female a personnel.,for promotional .opportunities and "
:,_,,...,.,- -_:-.,-:,. _.,.:_,..'.:•;_34 ;°_: - , encourages:these''e:mploye:es::to'`•seek or.`.to'�°prepare� for through
35 appropriate-.training;:etc.,:such-opportunities.: -.- - . - . ,
36• ..
.•`.!..;_,. :. 37. ,;: r . . m. Ensure;_._that'---seniority: ',practices, .,..job•. classifications work........._.
,, 38..,.,,.. : : ., assignments: and::• other--personnel practices do not" have a
` ; -,:-,zi : ::.i7'.:;39,i , ;i::... ,• :.:l. discriminatory:effect.`byy, .continually_-monitoring;,all;:,personnel,:.and
.:., .,.:, ., . , ";40.. _r;_•., ;; :::::;:;, . employment related activities to.-ensure.,that.the. EEO_ policy. and _ ,; .-
41' ' the Contractor's obligations under these specifications are being
42 carried out.
43
44 n. Ensure that all facilities and company activities are nonsegregated
45 except that separate or single-user toilet and necessary changing
46 facilities shall be provided to assure privacy between the sexes.
47 .
48 o. Document and maintain a recordof all solicitations of offers for
49 ,subcontracts from minority and female construction contractors
50 and suppliers, including circulation of solicitations to minority and
51 female contractor associations and other business associations.
52
53 - p. Conduct a review, at least annually, of all supervisors' adherence
54 to and performance under the Contractor's EEO policies and
55 affirmative action obligations.
56
57 ' 8. Contractors are encouraged to participate in voluntary associations which
58 assist in fulfilling one or more of their affirmative action obligations (7a
• 59. through 7p). The efforts of a contractor association, joint contractor-union,
60 contractor-community, or other similar group of which the Contractor is a
SR167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 14 -
• 1 • mernt Ind participant, may be asserted as • ling any one or!more of the
2 obliga s under 7a through 7p of this Spec Provision provided that the
• 3 Contractor actively participates in the group, makes every effort to assure
. • 4 that the group has a positive impact on_the employment of minorities and
5 women in the industry, ensure that the concrete benefits of the program are
6 reflected in the Contractor's minority and female work-force participation,
7 makes a good faith effort to meet its individual goals and timetables, and
8 can provide access to documentation which demonstrate the effectiveness •
9 of actions taken on behalf of the Contractor. The obligation to comply,
10 however, is the Contractor's and failure of such a group to fulfill an obligation
11 . shall not be a defense for the Contractor's noncompliance.
• 12
• 13 9. A single goal for minorities and a separate single goal for women have been •
14 established. The :Contractor, however, is required to provide equal
15 employment opportunity and to take affirmative action for all minority
16 groups, both male and female, and all women, both minority and non-
17- minority. Consequently, the Contractor may be in violation of the Executive .
18 Order if a particular group is employed in substantially-disparate manner (for
19 example, even though the Contractor has achieved its goals for women
20 generally, the Contractor may be in violation of the Executive Order if a
21 specific minority group of women is underutilized). .
22
, ., 23. . . 10.. .The Contractor. shall .not use.the goals.and timetables or affirmative action
• 24 standards to discriminate against any person because of race, color,
25 religion, sex, or national origin.
26
•• • - 27,.... .. .•••"...11:.-The Contractor shall not enter into any subcontractwith any pe•rsonorfirm' ...
-,-.,-•,•-:-:.,- -e,7-•,.-••: ,-. 29.28.::.;'...,-----s.,...,.. :•-:.4..; de.barred from Government contracts pursuant.to:Executive Order`-1-1246 :'.-' ' : •
. - .
•::h,;,, •30,--, - ,i;1;2 , T10: Contractori•shall:<car: -out`subh• sanctions!an`dt _-
_ .�, , ._ ., h . . ry penalties foc::violatio'ri.�of••
31 . . . these specifications and of the Equal Opportunity Clause, including . _
,32,.: «,( -;.,p-;ja-,.;s.uspensions-,....ter.urinations.;and:.:cancellationsi,.:of:;,.existing:.subcontracts as;,,.<. '.-:.;-,,
. '. ... ....,-.,-:........... .:.:33,:...,...... ,,. „,._,::,may....t e. imposed_ .or..ordered• pursuant:to. Executive,:-;Order 1.1246,:.-as-•,• •...
,.7iT, •<z-:7 .::;. ::,344= :.., ,7 ,:A>
� .r17;; mCl.,;-:aendeanal.its�implementing=regulations:by-the:Office of:-F:ederal�Contract:: '47,::.,;;: -:;:,!
,,•!••••••,,-• ��zH•° .. ...35P:T'F_-::.:.::- ..�:� I.,'.i .ComplFan ca.Programs Any Contractor who failsY•to=carry,but?-such,sanctions-!- '=•:
-: •: -..- ., 36,x.! �r> t <:; z-,.aniz penalties:shall, be��in!•.violation of:these •specifications.andh:Executive r,-- :
:,-:.
.,., :..::µ-. ._.,:;3 ..-.. .Order:.1:1:246, as amended: , -. . ., ,-. . . ...4. ..,i ,•
.. _- _ . :...., ... -,..;-1::::-/:-,-,,- .
38
- .. i, ;_, ., : : :3:9.;: -. . °s 1:3:!::::.Th:ei,Contractor,:in:fulfillin- ,its:obli'ations:under`,these s:ecificatioi s` .`shall,,: . .'•':::.
°.:-tr�---.�,,,40•
. .4".w.,° :' „:: imple.ment..:specifi.o:'affirmati.vee°'action:`steps-•'at:least:.as.:exten .8.8::'tloe
sive "':. °':
•. • .;-..: 4V.:.. . :.'' `standards .prescribed ia,-paragraph 7-of -this''Sp'ecial Provision:: so as =to' '
42 • achieve maximum results from its efforts to ensure equal employment
43 opportunity. If the Contractor fails to comply with the requirements of the
• 44 Executive Order, the implementing regulations, or these specifications, the
45 Director shall proceed in accordance with 41 CFR 60-4.8.
46 .
47 14. The Contractor shall designate a responsible official to monitor all
48 employment related activity to ensure that the company EEO policy is being •
49 carried out, to submit reports relating to the provisions hereof as may be
50 'required by the government and to keep records. Records shall at least
51 include, for each employee, their name, address, telephone numbers,
• 52 construction trade, union affiliation if any, employee identification number
53 when assigned, social security number, race, sex, status (e.g., mechanic,
• 54 apprentice, trainee, helper, or laborer), dates of changes in status, hours
55 worked per week in the indicated trade, rate of pay, and locations at which
56 the work was performed. Records shall be maintained in an easily
57 understandable and retrievable form; however, to the degree that existing
58 records satisfy this requirement, the Contractors will not be required to
59 maintain separate records.
60
SR 167 •
1-405 VIC TO SR 900'COUPLET
00A002 (03/01/00) 15 •
1 15. NI • ig herein provided shall be const---,d as a I limitation upon the
2 aE ation of other laws which establish c rent standards of compliance
3 or upon the application of requirements for the hiring of local or other area
4 residents (e.g., those under the Public Works Employment Act of 1977 and
5 the Community Development Block Grant Program).
6
7 DBE
8 .(January 24, 2000)
9 Voluntary Disadvantaged Business Enterprise (DBE) Participation
10 The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR part 26
11 apply to this contract. The purpose of including a voluntary goal in this contract is
12 to draw attention to opportunities for DBE participation. The requirements of this
13 contract are to report what is accomplished to enable the Contracting Agency to
14 track .achievement. No preference will be included in the evaluation of l
15 bids/proposals, no minimum level of DBE participation shall be required as a
16 • condition for receiving an award and bids/proposals will not be rejected or
17 considered non-responsive on that basis.
18
19 Voluntary DBE Goals
20 The Contracting Agency has established a voluntary goal in the amount of:
21 .
22 *** $156,000 ***
23
24 Affirmative Efforts to Increase DBE Participation Through Voluntary •
25 Means .
26 Contractors are encouraged to:
27 •
28 = 1. Advertise,opportunities for.-subcontractors or.suppliers.in a:manner. .. ,
• 29 ,:.;: reasonably designed to provide DBEs '.capable of.:performing:the
work. with. timely.,notice>•of,such o ortunities.-All:,•.advertisements<:,;
31
d
n
32:..V.µ andel maylu bea,:doneSl throughurgeneraartadvertisements (egg
newspapers, journals, etq) or by soliciting bids/proposals directly ,.• .
34
• rom DBs
35
2. = Utilize'the'services'of;-avilable;'minority°community,:.organizations;„:
mi norit y.;,contractor: gro ,:..lcal ,' ,.inoritr:ass-is.tance:-offices
, organizations, that . provde•;:assistance :the ,recruitment,,aanndds', vM
placementPlacernont of:DBEs,and,other'small.businesseS. ,
9 participation by
41 3:� EstablisFi''delive ”.schedules; where're ulrements,'-of th'e`�contract• • _ •.�'��� =
42 allow, that encourage articl ation DBEs and other small
43 businesses.
44
45 4. Achieve DBE attainment through joint ventures. Attainment will be
46 as noted in section "Counting DBE Participation."
47
48 DBE Eligibility (for reporting purposes only)
49 Definition of DBEs
50 DBE status is designated by:
51
52 The current list of firms accepted as certified by the Office of
53 Minority and Women's Business Enterprises (OMWBE.) A list of
54 firms accepted as certified by OMWBE is available from that office
55 at (360). 704-1180 or on line through their web site at
56 (www.wsdot.wa.gov/ornwbe/).
57
58 DBE Participation
59 When a DBE participates in a contract, only the value of the work actually
60 performed by the DBE will be counted.
SR 167
1-405 VIC TO SR 900'COUPLET •
00A002 (03/01/00) 16
1 I
2 1. int the entire amount of the portion L. ..1e contract that is performed
3 by the DBE's own forces. Include the cost of supplies and.materials •
4 obtained by the DBE for the work of the contract. Include supplies
5 purchased or equipment leased by the DBE. Exclude, supplies and
6 • equipment the DBE subcontractor purchases or leases from the
7 Contractor or its affiliate:
8
9 2. Count the entire amount of fees or commissions charged by a DBE firm
10 for providing a bona fide service, such as professional, technical,
11 consultant, or managerial services, or for providing bonds or insurance,
12 provided the fees are reasonable.
• 13 '
14 3. When a DBE subcontracts part of the work of its contract to another
15 firm, the value of the subcontracted work shall be counted if the DBE's
16 subcontractor is also a DBE. The work that a DBE subcontracts to a
17 non-DBE firm does not count as participation.,
18
19 DBE Prime Contractor
20 A DBE prime contractor shall only count the work performed with its own
21 forces as, well as the work performed by DBE subcontractors and DBE
22 suppliers.
23
24 Joint Venture
25 When a DBE performs as a participant in a joint venture, only count that
26 : portion of the total dollar value of the contract equal to the distinct, clearly
27 'defined portion of the work that the DBE performs with its own forces.
• 28
29 Commercially Useful Function:: . =:.....- :..: :,:.:.: ,. '- ., f:
==- ,•,,,•: ''Th:;'.30.f;.: •:. :-,:You`&ay•count:expenditures to,a DBE eontractorif the'DBES°istierfoi-thing a i•,-- ,. ,,-'"
31 :, .... ... commercially useful function on that contract. _. . : -
32
.. . :.-: -.33--,::,;_, : _ - . ;•: ::„:,-;•;1: :„;A: ,DBE:;_performs -a commercially usefulfunction. when•`: it= is.'i': : :" -:',-
;•-•::-, .-:---- 34: E,: „: - :;,--,, ':•,.;•-f):,,,-,,`:'-'--,,-: : .-responsible for execution°of-th'e work ofthe:contract':.,-. and-is•'car yin
g:
rY. .
:; , .. ,
!out
itsr:.�responsibilities :by actually`:.perfoc[riing;:.-:managing;:'_antl;::;-'-' � •''�-
_.. ..•,x-,:;:-3.6'.;.:
,,.., ::
.,•,; , ;aupervising,the-work-involved::To` performa"coininereially','useful� -' :;•'
. . : ;
1 I -
2 3. Credit towards project goals for t'E trucking .
firms who do not own
. 3 at least one truck, will be granted only for the fees the DBE.firm
4 retains for providing the hauling service. r
5
• 6 4. In order for DBE project goals to be credited, DBE trucking firms
7 must be covered by a subcontract or a written agreement
8 approved by WSDOT prior to performing their portion of the work.
9
10 5. DBE trucking firms are required to perform at least fifty percent
11 (50%) of the'work with his/her own trucks and personnel.
12
13 6. DBE trucking firms may utilize owner/operator trucks. The number •
14 ..-: of owner/operator trucks may not exceed any limitations on '-
15 subletting or reassigning the work specified. All owner/operators
16 must appear on the DBE contractor's or DBE subcontractor's
17 payroll designated as owner/operator. The hours worked or wages
18 paid may be reflected either on the payroll or on the record of
19 payments to each owner/operator.
20
21 7. DBE trucking firms may lease or rent trucks from other sources,
22 except from prime contractors to whom they are contractors,
23 provided:
24
25 a) A written valid lease/rental agreement on all trucks leased
26 or rented is submitted to the project manager prior to the
27 beginning of work; and
28
. •-29- ' - b) Only the vehicle (not the.operator) is leased or rented '
. 31 ,,,,. .. ..... ..... . c).. The agreement.must,include_the_lessors name;:_trucks._to
-�,=J�. 32 &: be leased; .•andx agreed:Aupon amount.'or- 'method 'of:- ,.,:.:
; en or ad
:.3.3, ::.:-.. payment (hour, ton to hauled):. .. .. ..-
34
lease-agreementssha1l be long.:term"agreements;' not'
.. ...., .. . project-by-project.
37
_, ... . .,i,,1: .,, . :r;3$v- -, .;:The:DBE is limited to leasing'or:renting.two.:(2-)1additionaktrucks`-for -
-- - - 39:;..... . . . each truck.owned bythe DBEtrucking firm -:_ � . . . . . , . . .,-,_
: .
40 .
,
41 ' Expenditures with DBEs .
42 Expenditures with DBEs for materials or supplies shall be counted as
43 provided in the following:
44 •
• .45 Manufacturer '
46 If the materials or supplies are obtained from a DBE manufacturer,
47 count 100 percent of the cost of the materials or supplies.
48
49 Regular Dealer
50 1. Counting
51 If the materials or supplies are purchased from a DBE regular
52 dealer, count 60 percent of the cost of the materials or supplies.
53
• 54 2. Definition
55 a) To be a regular dealer, the firm must be an established,
56 regular business that engages, as its principal business and
57 under its own name, in the purchase and sale or lease of the
58 products in question.
59 .
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 18
•
1 1• b) A person may be a regular ' -ler in such bulk items as
2 petroleum products, steel, cer gravel, stone, or asphalt
• 3 without owning, operating, or maintaining a place of business,
4 as provided elsewhere in this specification, if the person both
5 owns and operates distribution equipment for the products.
6 Any supplementing of regular dealers' own distribution
7 equipment shall be by a long-term lease agreement and not
• • 8 on an ad hoc or contract-by-contract basis. •
•9 •
10 c) Packagers, brokers, manufacturers' representatives, or other
11 persons who arrange or.expedite transactions are not regular •
12 . dealers.
13 .
. 14 . Purchased from a DBE
15 • With respect to materials or supplies purchased from a DBE who is neither a
• 16 manufacturer nor a regular dealer, count the entire amount of fees or
17 commissions charged for assistance in the procurement of the materials
18 • and supplies, or fees or transportation charges for the delivery of materials
19 or supplies required on a job site, •provided the fees are reasonable and
20 typical for the services rendered. No part of the cost of the materials and
21 • supplies themselves shall be counted.
22 .
23 Procedures Between Award and Execution . • •
24 After .award and prior to execution of the cotract, the Contractor shall
25 provide the names and addresses of all firms that submitted a bid or quote
26 to the contractor•as part of bidding this contract and note which of those ••
. . - 27 .. . .firms were successful and will participate in the contract,These firms may
.. :.29:. . :..:. be contacted to solicit9 eneral,information•as-follows;�-• .,•.'.:,,•.•. •�• :•
: . . 30: .. .. • 1.. :Age of the;firm : . ..:;.. ., ,-.
. •- , • • .• <, . ...
31 . .. .
3 ., 2....:•Average..of;its..gross.annual;-receipts::..::
2_..
. 5.3
. ..,... , This information. is.. necee`s,sa ry
s: :t.o -maintain a ',bidder's lit' in
.
.-..
-..
°;�. ... ,. a. ,; _ 4;� ,,, �.,,. .. . , ..... .. com li ncith.t he;requireimentofahe49:CFRi-ParG,26.. Simply„ .„:„ .
;,>: ::;° - ... .. 35� _�: . stated: wto_sf,solicitin ahvork:andwhat1s:aheircapacity
The--,-: .:-,:•".:•','•:.',..,•-,1•:.
.:„.,,,,..,.,.�,;,.;,...; :•._..-,:......:., .6..;. -,:,„.:• : .. ... contractingagency<will.use;,this,information<=to:accurately:determine• ••••:-,---- ,,:,•;!:
:,;,,::;x:, z, ::.37::::1:;:-:;,.,.:: an;;over I:, oal _. .
. :. -. ::,;..:; ,. �:;�-:.- n;the�percentage�;.of`DB�Es.:wh�o�:are.ready �..,-�t:�:.'1.
,„,,,:;, .:....,38:..:.,..:...=:::- . . willing_and:able.to performri�the:work::.._._...,_ . .•.._ ... -. ..
- Reporting ' .
:,,. . ; 4DBE Participation”1 -- - Tactor shall submit•a "Quarterly`.Report�of`'Amdi nts Credited-'as , • ' '•
on a quarterly •basis for every quarter in which the
43 contract is active (work is accomplished) or upon completion of the project, •
• 44 as appropriate. The quarterly reports are due on the 20th of April, July,
45 October, and January for the four respective quarters. -The dollars reported
- 46 will be in accordance with the "DBE Eligibility" section of this specification.
47
48 Payment
• 49 Payment for complying with the conditions of this specification and-any
50 associated DBE requirements is the contractor's responsibility. Those costs
51 shall be incidental to the respective bid items.
52 .
53 Further Information
54 If further information is desired concerning Disadvantaged Business
55 Enterprise participation, inquiry may be directed to:
56
57 External Civil Rights Branch
• 58 ' Office of Equal Opportunity •
59 • Washington State Department of Transportation .
60 , Transportation Bldg., P.O. Box 47314 •
•
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 19
1 Olympia, WA 98504-7314 I -
2 or telephone - (360) 705-7085. _
3 Fax (360) 705-6801 -
4
5 F0711071
6- (March 6, 2000)
7 V Special Training Provisions
8 1-07.11(7)A General Requirements
9 ' The Contractor's equal employment opportunity, affirmative action program
10 shall include the requirements set forth in the following sections 1-07.11(7)A
11 through 1-07.11(7)H. The Contractor shall provide on-the-job training aimed
12 at developing trainees to journeyman status in the trades involved. The
13 number of trainees to be trained under this contract shall be *** 2 *** and
14 number of training hours shall be *** 600 ***. The Contractor may elect to
15 accomplish "training" as part of the work of a sub Contractor however, the
16 Prime Contractor retains the responsibility for complying with these special
17 provisions. The Contractor shall also ensure that this training provision is
18 made applicable to such subcontract.
19
20 1-07.11(7)B Trainee Approval
21 The Federal government requires Contracting Agencies to include these
22 training provisions as a condition attached to the receipt of Federal highway
V 23 funding. The Federal government has determined that the training and
24 promotion of members of certain minority groups and women is a primary
25 objective of this training provision. The Contractor shall make every effort to
26 enroll minority groups and women trainees to the extent such persons are
27 available within a reasonable recruitment area: This trainingprovision is riot
,,28 , .,.:: . : ,-.intended and shall not be used to discriminate against any applicant: for
29, ,;, training, whether that . is a, ,,,, „ person ,.woman Or otherwise : A non--'- - -
,: :. _, ,*3Qi_;.,,,.2 f,: :. „;minority_:male:trainee or.,apprentice maybe-approved:provided-th'e`following
31 :y requirements are met:
: - - 32. ,.- . _ . .
33 _ _.. .:......... .:........1.:..,the Contractor is otherwise in compliance with,the:contract's Equal :.
,,;; 34.:..,U :r {: _ ,_ . :..;..Employment:,.Opportunity and On-the-Job-Trainingre urre'rf ents'•�= ':-
. .•. T 35. . . .. -.:, .;-;'r;r • and-provides documentation of the efforts-taken to fill'the1 specific' ': !'f - -`'
..• :::2;:-:1--;:.:.,36 , ,.,,,., ,•. . int 1 eitherminorities : ,•. ,,,.. , ,
-tra' 'ng:posifon;with or'females�
37.
;,_,- .38.'- :rx1 i. ,,2: -or if-not otherwise.in com liance furnishes..,.:vi .r,...
p :evidence his/her=s-���"=-
-,39 .,>; ,.,a,;'' -+'•,,', systematic and direct recruitment efforts in:regard to the;position=i'n.`
---` 40 question- and in-:;promotin =the enrollment:,and/or em loyment`:of ':
V:41 ,. - minorities and females in the craft which;the proposed trainee is to
42 be trained.
43 .
44 3. and the Contractor has made a good faith effort towards recruiting
45 of minorities and women. As a minimum this good faith effort shall
46 consist of the following:
47
48 • Distribution Of written notices of available employment
49 opportunities with the Contractor and enrollment
- 50 opportunities with its unions. Distribution should include
51 but not be limited to; minority and female recruitment
52 sources and minority and female community organizations.
53
54 • Records documenting the Contractor's efforts and the
55 outcome of those efforts, to employ minority and female
56 applicants and/or refer them to unions;
57
58 • Records reflecting the Contractor's efforts in participating
59 in developing minority and female on-the-job training
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 20
v.
1 1 opportunities, including )grading programs and
2 apprenticeship opportunities.
3
4 • Distribution of written notices to unions. and training
5 programs disseminating the Contractor's EEO policy and
6 requesting cooperation in achieving EEO and OJT '
7 obligations.
8
9 • No employee shall be employed as a trainee in any classification in which
10 the employee has successfully completed a training course leading to
11 journeyman status or in which the employee has been employed as a
12 journeyman. The Contractor's records shall document the methods for
13 determining the Trainee's status and findings in each case. When feasible,
14 .::25 percent of apprentices or trainees in each occupation shall be in their first
15 year of apprenticeship or training.
16
17 For the purpose of this specification, acceptable training programs are those
18 employing trainees/apprentices registered with the following:
19
20 1. Washington State Department of Labor & Industries - State
21 Apprenticeship Training Council (SATC) approved apprenticeship
22 agreement:
23
24 a. Pursuant to RCW 49.04.060, an apprenticeship
25 agreement shall be;
26 .
. 27 i. an individual written agreement between an
28 employer and apprentice .
29 • ii. a written agreement between (an employer oran
.....,:,,... . .:..•,•. 30..,. ..;..•,.. ..,:,.., ..... . .. • association of:employers) and an'organization of
31. .. .- employees describing conditions.of employment -
:.;.;,,3,2,,:,,.,.... - ,,,:
for apprentices � � -' •' • •
;,;; ,;;..:.;,. iii. a written: statement describing conditions .of
:........
. .. employmentfor :apprentices," m a plat ,w he
there is no bona fide employee.organization....
36
' i..,;37 7 , . All such agreements shall:conform:to the basic':standards and
.. 38:, . •. : other provisions of RCW Chapter 49: -,!.:7:;:;':,:'. .r- :'': : .' : ' '
39 . .
..,...::::i...-.,. ::. .:.;_; ::::40::., : 2:� Apprenticesmust .be registered with .U.:S:.Department of.Labor,.
41 Bureau of Apprenticeship Training (BAT) approved program.
42
43 • Or
44
45 . 3. . Trainees participating in a non-BAT/SATC program, which has
46 been approved by the contracting agency for the specific project.
47
48 4. The Contractor may call WSDOT's On-the-Job Training Supportive
49 . Services Consultant at 1 (800) 963-3277 in Western Washington,
50 and 1 (800) 481.-8774 in Eastern Washington, for assistance in
51 locating trainee candidates.
52
53 1-07.11(7)C Obligation to Provide Information
54 Upon starting a new trainee, the Contractor shall furnish the trainee a copy
55 of the approved program the Contractor will follow in providing the training.
56 Upon completion of the training, the Contractor shall provide the Contracting
57 Agency with a certification showing the type and length of training
58 satisfactorily completed by each trainee.
59
SR167
1-405 VIC TO SR 900 COUPLET
• 00A002 (03/01/00) 21
17.11(7)0 Training Program Appro
2 Training Program shall meet the foL_..cig requirements: ..
3
4 1. The Training •Program (DOT Form 272-049) must be submitted to
5 the Engineer for approval prior to commencing contract work and
6 shall be resubmitted when modifications to the program occur.
7
8 2. The'minimum length and type of training for each classification will
9 be as established in the training program as approved by the
10 Contracting Agency. .
11 . •
12 3. The Training Program shall contain the trades proposed for
13 training, .the number of trainees, the hours assigned to the trade
:. 14 and the,estimated beginning work date for each trainee.
15
16 4. Training Programs will be approved if the proposed total number of
17 trainees equals or exceeds the number established in the contract
18 and the proposed number of training hours equals the training
19 hours required by contract.
20
21 5. After approval of the training program, information concerning each
22 individual trainee and good faith effort documentation shall be
23 submitted on (DOT Form 272-050.)
24 .
25 6. The following trades will not be approved for training: .
26
27 *** None ***.
28
29 .. - -,---7. . It is,the intention of these,provisions that training is to'be provided
: ;
�• 30 .- ,.:.,.:..:_._.:.. _ '.<;.. • - inthe construction •craftsrather°than��clerk-typists 'orsecretaria-�' '"' "
.. . . .. . . 31 .. . ....... ...... .:. . .. type positions. _Training is permissible in lower level management
-32 -.:,. - -_-_ -. : -_ :positions_such:as-.office engineers;'estimators, 'timekeeperstc:;`
•- • • 33. . -•-. ,,; .:;; where-:the;:training: is oriented toward construction applications;'
>, -.,:.,-- • - -34 • ,.,. ,`-,..-.,-.,�- Some-off-site training is permissible.:as long as the'training'is.an""•' �_° ' ''"''
35 integralpart:of ari•approved training program.
36
-• -- •:,,.•,- • - .37 •>-.:.,,-..,•.: .r•,,:-•..__ 8.•- It. is::normally expected•that a trainee will begin training'on' tha' .,'.
- f. . . 38.:. . _:;: project=.as: soon;'as' feasible 'after start-of work, utilizing-:-theeskill-•`'- • >:...;`.
:.::....j.:,:...:•.,.:._... „,..,,.. ._.,. _,39;,:...:. ;, ;;: i ,. ;::,;,,.. involved;;and,:remain,on.the•:project.as::long.:as training opportunities;:.. .
z, ,, ,,
, ,,,,;,,, ,,;;;,�..exlst_in..the :work classification- or.upon completion. ofithe::fraining • •....- ,i� •-• •
41 program. It is not required that all trainees be on board for the
42 entire length of the contract. The number trained shall be
43 .determined on the basis of the total number enrolled on the
' 44 contract for a significant period.
• 45.
46 . 9. Wage.. Progressions; Trainees will be paid at least the applicable
47 ratios or wage progressions shown in the apprenticeship standards
48 published by the. Washington State Department of Labor and
49 . Industries. In the event that no training program has been
50 established by the Department of Labor and Industries, the trainee
51 shall be paid in accordance with the provisions of RCW 39.12.021
52 which reads as follows:
53 '
54 Apprentice workmen employed upon public works projects for
55 - whom an apprenticeship agreement has been registered and
•
56 - approved with the State Apprenticeship Council pursuant to
• 57 , . RCW 49.04; must be paid at least the'prevailing hourly rate for
58 an apprentice of that trade. Any workman for whom an
59 apprenticeship agreement has not been registered and
60 approved by the State .Apprenticeship Council shall be
•
•
SR167 .
1-405 VIC TO SR 900 COUPLET
•
00A002 (03/01/00) 22
1 - - considered to be a fully qualify- 'ourneyman, and,i therefore,
• 2 shall be paid at'the prevailing r y rate for journeymen.
•3
4 1-07.11(7)E Compliance • •
5 In the event that the Contractor is unable to accomplish the required training
6 , hours but can demonstrate a good faith effort to meet the requirements as
• 7 specified, then the Contractor may request that the Contracting Agency
8 - adjust the Training goals accordingly. .
9 "
10 1-07.11(7)F Requirements for Non BAT/SATC Approved Training
11 Programs
12 Contractors who are not affiliated with a program approved,by BAT or SATC
13 may have their. training .program approved provided that the program. is
. 14 submitted for approval on DOT Form 272-049, and the following standards
15 are.addressed and incorporated in the•Contractor's program: •
16
17 •• The program establishes minimum qualifications for persons
18 , entering the training program.
20 .. • The program shall outline the work processes. in which the trainee
. 21 _ will receive supervised work experience and training on-the-job and
22 ' the allocation of the approximate time to be spent in each major
23 process. The program shall include the method for recording and
• . 24 reporting the training completed shall be stated.
25 ,
26 • The program shall include a numeric ratio of trainees to journeymen
.27 - : - -.. consistent with proper supervision;•training; safety,--andcontinuity of
•.;.:•..28 .. . ..::::„,:' ,:_. _employment: The ratio language.-shall 'be specific-and:clear_ as•to y.
: .;-.29. - application' in terms of -:job: site":and:;.workforce during •normal
30 >1, • „ operations,.(normally•consideredto.fall.between'=1 10`and"1:4):!,....''•:•••••i::1-
31 •
...-.,....,32 :.••. :,..L•• The.terms,,.of.training-shall.be-stated in, number.of:hours,�
__,..... ..a .,-,:,,�-.:• .. ..,::�.;, _����,.,:..:�� . . ..
.. 33,,.;._: .: ...,,_ : :' required for completion to journeyman.status..shall':be .comparable'... . .. .
_ ., :.34};:, to the"a renticeshi hours established:;for::that_craft:b. .•t :..: . . .,,
.-. . ._. . t�.,.. .. . M�The, following- are• :examples-,:of;•:,programs',Yahtit-Ti'are ';currently7.,
36... approved:. .. .. .•. ..,. . . . .
37.... •
.
. . .. .: , ;.:38 : ....,. CRAFT . := HOURS :,
. • .f--.‘j/......,39.: • . . • . .. . Laborer - 4,000' :-
t 40• - ..- : Ironworker. : .. . ' ..... . _. :,,:
- .. ... ... •, .. 41 • •". : . . .. . • -. Carpenter' . 5,200=8,000 " . • • .
42 ' •� . . Construction Electrician 8,000 ..
. 43 Operating Engineer 6,000-8,000 .
44 ' Cement Mason • 5,400
45 Teamster 2,100
. 46 • •
47 • The method to be used for recording and reporting the training
48 completed shall be stated. •
49
50 . • - ,• A numeric ratio of trainees to journeymen shall be established. It
51 . shall be consistent with proper supervision, training, safety and
• 52 continuity of employment.. The ratio language shall 'be specific and •
53 clear as to application in terms of job site and workforce 'during •
54 ' normal operations. - .
55 -
56 1-07.11(7)G Measurement .
57 The Contractor may request.that•the total number of"training" hours for the
58 contract be increased subject to approval by the 'Contracting Agency. This
59 reimbursement will be made even though the Contractor receives additional
.60 ' training program funds from other sources, provided such other sources do'
SR 167
1-405 VIC TO SR 900 COUPLET ' .
00A002 (03/01/00) 23 •
1 --t prohibit other reimbursement. Rein sement to the Contractor for off-
2 e training as indicated previously ma_ Ily be made when the Contractor -
3 does one or more of the. following and the trainees are concurrently
4 employed on a Federal-aid project:
5
6 • contributes to the cost of the training,
7 • provides the instruction to the trainee,
8 • pays the trainee's wages during the off-site training period.
9
10 Reimbursement will be made upon receipt of a certified invoice that shows
11 the related payroll number, the name of-trainee, total. hours trained under
12 the program, previously paid hours under the contract, hours due this
13 estimate, and dollar amount due this estimate. The certified invoice shall
14 show a statement indicating the Contractor's effort to enroll minorities and
15 women when a new enrollment occurs. If a trainee is participating in a
16 SATC/BAT approved apprenticeship program, a copy of the certificate
17 showing apprenticeship registration must accompany the first" invoice on
18 which the individual appears. Reimbursement for training occurring prior to
19 approval of the training program will be allowed if the Contractor verbally
20 notifies the Engineer of this occurrence at the time the apprentice/trainee
21 commences work. A maximum of two hundred hours of flagging and/or
22 traffic control training will be reimbursed for any one individual regardless of
23 ., the number of projects worked as an on-the-job trainee. A
24 trainee/apprentice, regardless of craft, must have worked on the contract for
25 at least 20 hours to be eligible for reimbursement.
26
27 1-07.11(7)H Payment
28 n: -.The Contractor will be reimbursed under the item "Training" per'hour for
. 29 each hour of training.for.each employee. , -:
. - 30
31 0712.GR1
. .32 (March.i3, 1995)
,
33 Federal Agency.Inspection. '_ .-.•. .- . -. .;
34. . . Section 1=07::12 is supplemented!with..the:following:' ' -. .
35
Required.Federal_A:id;.Provisions
, ,
:... ..' :,•.et>�.: 37:..:.,...•— ;
.-� ';--� •--�-- The: Req,wired .Gontract�l?rovisions••Federal.rAid. Construction"-Contracts'(FHWX,':;;''",--�'
-,''-'.—,,;.,,: -:' ';" '.. 38. -,,::1:273 and-the amendmentsr,thereto..supersede an .:-conflictin
r:�:::.:"� - - _ ) p y � g provisions .of the:::•- '�, :: . .,
- - 39 " 'Standard":Specificationsand;are:made a part of this contract, provided,_'howeverr,``,. - `
40':: ;;_ _that 1f any..of..the•.provisions`.of4FHWA1273, as-amended, are less restrictive`than: -' `-
41 . Washington State Law, then the Washington State Levi,shall prevail.
42
43 The provisions of FHWA 1273, as amended, included in this contract require that
44 the Contractor insert the FHWA 1273 and amendments thereto in each
45 subcontract, together with the wage rates which are part of the FHWA 1273, as
46 amended. Also, a clause shall be included in each subcontract requiring the
47 subcontractors to insert the FHWA 1273 and amendments thereto in any lower
48 tier subcontracts, together with the wage rates. The Contractor shall alsoensure
• 49 that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each
. 50 . subcontract for subcontractors and lower tier subcontractors. For this purpose,
51 upon request to the Project Engineer, the Contractor will be provided with extra
52 . copies of the FHWA 1273, the amendments thereto, the applicable wage rates,
53 and this Special Provision.
54
55 0713.GR1
56 Contractor's Responsibility for Work -
57
58 071304.GR1
SR 167
1=405 VIC TO SR 900 COUPLET '
00A002 (03/01/00) 24 .
Y 1 March " '997) I
2 Repair c amage
3 The first paragraph of Section 1-07.13(4) is revised to read:
4 •
5 The Contractor shall promptlyrepair all damage to either temporary or
6 , permanent work as directed by.the Engineer. For damage qualifying for
7 relief under Sections 1-07.13(1), 1-07.13(2) or 1-07.13(3), payment will be •
8 made in accordance with Section 1-04.4 using the estimated bid item
9 "Reimbursement for Third Party Damage". Payment will be limited to repair
10 of damaged work only. No payment will be made for delay or disruption of
11 work. For the purpose of providing a common proposal for all bidders, the
12 Contracting Agency has entered an amount for "Reimbursement For Third
13 Party Damage" in the proposal to become a part of the total bid by the
14 Contractor.
15
16 TEMWATER.DT1
17 (NWR November 1., 1999) .
18 Temporary Water Pollution/Erosion Control
19 The fourteenth paragraph of Section 1-07.15 is supplemented with the following:
20 .
21 For the purpose of providing a common proposal for all bidders, the Contracting
22 Agency has entered an amount for the item"Temporary Water Pollution/Erosion
23. Control" in the bidproposal to become a part'of the total bid by the Contractor.
24 .
25 . Section .1-07.15 is supplemented with the following:
26 .
27 F071502 .
28 (October-.:25, 1999)
- 29 Spilt Prevention, Control and Countermeasures
..:.30 :Description , . - ::.::: .... . ,., . •
31 This work shall consist of- preparing .a .Spill Prevention,• Control, and
.,,,,,,,, ..... .,. F,32 '.;.;•.,._' :;:-' . ....:Countermeasures '(SPCC) Plan and, preparing !for implementation•of`the°"''''''' '`•� •
. •.:,33 . plan.
;..;35 =SPCCPlan Requirements - . , _ -. ._... .
,_t-r;,.::,. 30,:',,,-• The_Contractor:shall,be...responsible:for.the-preparatiort�.of"a'n:-SPCC-:plan to : ``-'�'"
'' ,• "•`'- •r;',•;``i;i 3-7 ,".'i',!•,;•.,"'l ',,be,used'•for,the"duration•of�•the'project The plan shall be submitted''to the',' .. _° '
-',••1,,'2:::: 38,; ; ,: -'Project Engineerprior to the.commencement of:any-.construction'activities. ° `':-: '•‘:-
`-:;_ ..,:_:.:.,,,,.a;,,',4:v.,.-:':,........:.:...:':;A copy of the' plan. with.any updates.shall.be.maintained.at the work.:site_by "
_ ' ;
40 '.._the:Contr"actor. "
41
42 The SPCC plan shall identify construction planning elements and recognize
43 potential spill sources at the site. The Plan shall outline responsive actions
44 in the event of a spill or release and shall identify notification and reporting
45 . . procedures. The Plan shall also outline Contractor management elements
46 such as personnel responsibilities, project site security, site inspections and
47 training.
48 .
49 The Plan shall outline what measures the Contractor shall take to prevent
50 the release or spread of the following:
51 .
52 • Any hazardous material* found on site and encountered during
53 construction but not identified in contract documents.
54
55 • Any hazardous materials* that the Contractor stores, uses, or
56 generates on the construction site during construction activities..
57 These items include, but are not limited to, gasoline, oils and
58 chemicals.
59
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 25
1 ' ' zardous material, as referred to wil this specification, is defined in
2 , _ N 70.105.010 under"hazardous subs____ce
. 3
. 4 The SPCC plan shall also address, at a minimum, the following project-
5 specific information: _"
• 6 -
7 Introduction •
8 . SPCC Plan Elements
9 Site Information
10 Management Approval
11 Site Description
12 Planning and Recognition
13 Spill Prevention and Containment •
14 Spill Response
15 Reporting '
16 Program Management
17 Attachments:
18 A- Emergency Action Plan
19 B - Site Plan . •
20 C- Inspection and Incident Report Forms
21
22 . Implementation Requirements
23 In;the event that hazardous material is encountered during the course of the
24 work, regardless of whether or not the material is shown in the Plans, the
25 implementation of the Contractor's SPCC Plan shall be included in the
26 scope of the contract and shall be carried out by the Contractor.
27'
28 : The Contractor shall maintain,'at the job site,::the applicable equipment and'
29 material:designated in the SPCC Plan.
30 _ ..
31 SPCCPAY1.DT1
32 -:. ,...(NWR November 1, 1999) < ;;
33 • Payment . . - •
,:, _ :,r.:-:, ,.- : 34 -- -- The lump,sum contract.-price=for�th-e"Spill'Prevention Plan" shall be•full pay •- r`"
- - -- - - 35 for.all _labor, equipment, material and overhead:"costs associated:with :the : :`
;.. ,:,,,.,, .. 36 ::- ::_:;'-c-: preparation-of the,SP,C.QPlan'andany.'coordination and preparation:needed'-.;,. -
37 prior to:irrlplementation:: .
38 •
._. ... ... .:..:::•' : 39. _ ,.Wlien;.the.-Contracting:Agency is:responsible,for.the..:,cost.of responding to; , ::Y-7-11,-,
„ ,,,,. , ,40.:,,,..; :,; ,,. ,,;:containing,.and cleaning::.up_.a spill,.payment,will.�be .made through existing . _. : .• ,
41 ' contract items or by equitable adjustment in accordance with Section 1.-
42 09.4.
43 .
44 All costs for responding to, containing, and cleaning up spills caused by the
45 Contractor's operations shall be borne by the Contractor.
46
47 0716.GR1
48 Protection And Restoration Of Property • ,
49 Section 1-07.16 is supplemented with the following:
50
51 07162.GR1 '
52 (March 13, 1995) -
53 Archaeological And Historical Objects
54 It is, national and state policy to preserve, for public use, historical and
55 . prehistorical objects such as ruins, sites, buildings, artifacts, fossils, or other
56 objects of antiquity that may have significance from a historical or scientific
57 standpoint.
58
•
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 26
1 Archaeolc ' al or historical objects, which n - be encountered by the
• . 2 Contractc hail not be further disturbed. ThE _ mtractor shall immediately
3 , notify the tngineer of any such finds.
_ • 4
5 • The Engineer will contact the archaeologist who will determine if the material is
6 • to be salvaged. The Contractor may be required to stop work in the vicinity of
7 the discovery until such determination is made. If the archaeologist determines
8 that the material is to be salvaged, the Engineer may require the Contractor to
9 stop work in the vicinity of the discovery until the salvage is accomplished.
10 •
11 Loss of time suffered by the Contractor dueto resulting delays will be adjusted in
• 12 accordance with Section 1-08.8.
13 •
14 F0717
15 (March. 13, 1995)
: 16 Utilities And Similar Facilities •
17 Section 1-07.17 is supplemented with the following:
18
19 Locations and dimensions shown in the Plans for existing facilities are in
20 • accordance with available information obtained without uncovering, measuring,
21 or other verification.
22
23 Public and private utilities, or their contractors, will furnish all work necessary to
24 adjust, relocate, replace, or construct their facilities unless otherwise•provided for
25 in the Plans or these Special Provisions. • Such adjustment, relocation,
26 replacement, or construction will be'done during the prosecution of the work for
. 27 this project. .
. 28 . .
. ..7.29.•:: : - . The Contractor.:Shall'call ahe Utility Location..Request Center;(.One Call Center), • '
:,:.•.-. ._. ','''''i'''' 30::...: ::::..:. ..:for:feld.location.::not.less.:than•awo.nor morethanrten-:business days=before the- • •- --:•`::71•
31 scheduled date for commencement of excavation which may affect underground
... ....:;..,;:.._„;.:..., •.,„•,32..,,,;.•,...,,::_,,;utility,.,facilities,_ un.less._.otherwise, agreed upon.:.:=by;_the.•.:parties involved -;•:. .A -?•-.<-::.
33 business day is defined as any day other.than Saturday, Sunday,.or.a legal:local,
- ... _L, ..
34. .. .. . State„or federalholiday: The.telephone number..for=the:One,Call:Centerf
. or:this- ..
•, : .:-•:.- .:72.35- ;:•.-.project- -from the •Engineer.• :lf•no :one.=number locator service is:- ,:7-;.
......... . .
: .. .:,,::':..,:.:. k:.,. -,, ,.::;,,...p..availab•le;.:.notice.. shall'..be provided 'individually..to':those;n owners"known,;�to':or ..,. ,- -.:.>:
. .:: ..... 37; <�.-,:-,.:suspected.::_of vi g u g ound fa s of pr d =,.,.•
'a .'n : .. nder r ,. cilitie �-.within.�-.�the=���area�".'r �°` opose ;•,. :.:4-. •
38 excavation. .. .- -- • •
• 39 . . 0 . •
- '"':` 140--•
e.",.-: .. The:Contraetor=is`alerted:to the existehce'of Chapter"1`9:12.24RGW a'law relating`
- ---',••41:',"-- • to_underground:utilities: •Any cost to the 'Cdhtractorincu'rred 0 as a result.of this' ' ' .r.-'_
• 42 law shall be at the Contractor's expense. • ••
43
44 No excavation shall begin until all known facilities, in • the vicinity of the
45 excavation area, have been located and marked.
• 46 .
47 . The'following addresses and telephone numbers of Utility companies known or `
48 suspected of having facilities within the project limits are supplied for the •
• 49 . Contractor's convenience:
• • 50 •
51 • City of Renton.
52 200 Mill Ave. So. • .
53 Renton, WA 98055
54 • • Attn: Abdoul Gafour
55 Phone:. (425) 277-62.10 - .
56
57 Seattle Public Utilities .
58 Suite 3100 Key Tower ' .
- '59 • Seattle, WA 98104 .
60 Attn: Terri Kanyor • . •
•
•
SR167 0 •
• 1-405 VIC.TO SR 900 COUPLET
00A002 (03/01/00) 27 • '
1 ,ne: (206) 684-5804 I V
2
3 Olympic Pipeline
4 P.O. Box 1800
5 Renton, WA 98057
6 Attn: Bob Burnett _
7 Phone: .(425) 235-7736
8
9 Utility •
10 P.O. Box 98068 MS MER-04
1.1 Bellevue, WA 98009-0868 •
12 Attn: Becky Nicholas
13 Phone: (425) 224-2425
14
15 Seattle City Light
' 16 3613 4th Ave. So. •
17 Attn: Mark Nagasaw -
18 , Phone: (206)386-4246
19 •
20 US West Communications '
21 7235 So. 228th Street
• 22 Kent, WA 98032- .
23 Attn: Frank Forrest •
24 Phone: (253) 872-5434 •
25 .
26 0718.GR1 '
27 Public Liability And Property Damage Insurance
28 • . .
29 0718A.GR1 , . .
_.. _ :30. . :Section,_1-07;18:;is;_supplemented with :followin .• : . • . ..: ; . ..
._ -a:
A - . g:
31
32. BNSF ---- '
33 (** ***)
34,, is, Work on BN..RR,Bridge 167/139
- - - :35 ,1,,•,-:: e=
_ ThContractor shall the Engineer 2 weeks prior to::replacing the'sign attached to
- :..:36 Bridge,167/139.,
37 '
38 . 0723:G R 1:
39• ublic Convenience And Safety _
40
41 072301.GR1
42 Construction Under Traffic
43 Section 1-07.23(1) is supplemented with the following:
44
45 . SAFETYZ
46 (******) -
47 The construction safety zone for this project is 13.7 meters from the outside
48 edge of the traveled way between MP 25.00 and Grady Way and 0.5 meters
49 from the outside edge of the traveled way between Grady Way and MP
50 27.28.
51
52 During nonworking hours equipment or materials shall not be within the
53 safety zone unless it is protected by permanent guard rail or temporary
54 concrete barrier. The use of temporary concrete barrier shall be permitted
55 only if the Engineer approves the installation and location.
56 •
57 During the actual hours ofwork, unless protected as described above, only
58 materials absolutely necessary to construction shall be within the safety
59 zone and only construction vehicles absolutely necessary to construction
SR 167 '
1-405 VIC TO SR 900 COUPLET •
00A002 (03/01/00) 28
1 shall allowed within the safety zone or ved to stop or park on the
2 shoi •of the roadway.
3
4 The Contractor's nonessential vehicles and employees private vehicles shall
5 not be permitted to park within the safety zone at any time unless protected
6 as described above.
7
8 Deviation from the above requirements shall not occur unless the Contractor
9 has requested the deviation in writing and'the Engineer has provided written
10 approval.
11
12 TC98A
13 Construction vehicles using a closed traffic lane shall travel only in the
14 normal direction of traffic flow unless expressly allowed in an approved
15 traffic control plan. Construction vehicles shall be equipped with flashing or
16 rotating amber lights.
17 .
18 Work over an open lane of traffic will not be allowed, unless a plan for the
19 protection of the traveling public from debris falling onto the traveled way is
20 approved by the Engineer. This protection shall remain in place during
21 construction and meet minimum vertical clearance for the highway.
22 . .
23. Controlled Access .
24 No special access or egress will be allowed the .Contractor other than
25 normal legal movements or as shown in the Plans.
26
27 Hours of Darkness
- 28 The Contractor shall,-at no additional cost to-the Contracting Agency, make
29 -:all arrangements for operations during hours:'of darkness. Flagger.stations
30.: ., , ..shall be illuminated:usl minimum 1 att floodlight.
31 •
, .
32 CLOS.U,RES...
33 . . . . Lane and Ramp.Closures. •. . -
:;,,,,,:,:,, ;:- . ..34 Lane closures on SR.1.67:will be.permitted,as follows
35 • •
• , 36 Freeway Sectionn•(From beginning of project to:SR 405)
37
=; . 38 General Purpose Lane (one lane closed):;. •
39 - . Sunday to Thursda .(nightly) : - ::9:00 p.m: to 5:00 a.m.
Y . .
r ~ 40 . Saturdaynight to:Sunda morning9:00 p.m. to 9:00 a.m.
._ -
41
42 HOV lane only
43 A$r eley4o-F ic•aryi,( ailyi- T9:00'atrrinta�35•00 p3rn. •
44 Sunday to Thursday (nightly) 9:00 p.m. to 5:00 a.m.
45 Saturday night to Sunday morning 9:00 p.m. to 9:00 a.m.
46
47General Purpose lane and HOV lane
48 Sunday to I hursday (nightly) 10:00 p.m. to 5:00 a.m.
49. Saturday night to Sunday morning 10:00 p.m. to 5:00 a.m.
50 .
51 Urban Arterial Section (From SR 405 to end of project).
52
53 . . One lane closed (NB and SB)
54 Sunday to Thursday.(nightly) 9:00 p.m. to 5:00 a.m.
55 - Saturday night to Sunday morning 9:00 p.m. to 9:00 a.m.
56
57 • Two lanes closed (NB and SB)*
58 Sunday to -I hursday (nightly) . 10:00 p.m. to 5:00 a.m.
59 • Saturday night to Sunday morning 10:00 p.m. to 5:00 a.m.
60 One lane must be left open in each direction at all times.
SR 167
1-405 VIC TO SR 900 COUPLET .
00A002 (03/01/00) 29
1
2 .—np closures will be permitted as follov,..
3
4 Sunday to Thursday (nightly) 10:00 p.m. to 5:00 a.m.
5 Saturday night to Sunday morning 10:00 p.m. to 5:00 a.m.
6
7 A maximum of 3 closures will be allowed per ramp.
8
•
9 TC98B1 .
10 Signs and Traffic Control Devices
11 All signs and traffic control devices for lane and ramp closures shall only be
12 installed during the hours specified above. The construction signs, if placed
13 earlier than the specified hours of closure, shall be turned or covered so as
14 not to be visible to motorists. .
15 .
16 Advance Notification
17 The Contractor shall submit lane and sidewalk closure requests in writing to
18 the Engineer a minimum of five calendar days in advance of the proposed
19 closures. Wrdwarlantl,Ramp closures' requests shall be submitted in
20 writing a minimum of 10 calendar days in advance of the proposed closure.
21
22 Hour Adjustment
23 If the Engineer determines the permitted closure hours. adversely affect
24 traffic, the Engineer may adjust the hours accordingly. The. Engineer will
25 notify the Contractor in writing of any change in the closure hours. •
26
27 Other Closure Restrictions
28 Lane and, ramp closures will, notbe allowed during the following time
29 periods: .
30 .
31 Holidays. from noon the day prior to a holiday or holiday.weekend
32 -- :'- -_ through`noon the day following a holiday or holiday weekend: Holidays
33 . . .-. ..., that occur.on Friday, Saturday, Sunday, or Monday are considered a -
34 holiday weekend.
35.
• ' 36 = • - Annual•Seafair Hydroplane Race Weekend -
-' '-�37 =• Noon Friday to 8:00 p.m. Sunday
• 38
39 TC98C
40 Pedestrian Routes
41 The Contractor shall keep all sidewalks, crosswalks, and other pedestrian
42 routes and access points open and. clear at all times unless permitted
43 otherwise by the Engineer in an approved traffic control plan.
44
45 TC98D
46 Public Notification
47 The Contractor shall furnish and install information signs that provide
48 advance notification of ramp closures a minimum of five calendar days prior
49 to closure.. The signs shall have a black legend on a white reflective
50 background. Sign locations, messages, letter sizes, and sign sizes are
51 shown in the Plans. Also, the Contractor shall notify Washington State
52 Patrol; local fire departments, police departments and city engineering;
53 . Medic 1 and Metro Transit (206-684-2732) when applicable; transit
54 companies and the affected school districts in writing a minimum of five
55 working days prior to implementation. The Contractor shall furnish copies of
56 these notifications to the Engineer.
57
58 TC98W.DT1
•
59 . Construction and Maintenance of Detours
60 Section 1-07.23(2) is supplemented with the.following: •
SR 167 •
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 30
1
2 TC98X.DT1
3 (******)
4 Detour routes shall be provided as shown in the Plans. No two consecutive
5 on-ramps or exits shall be closed at the same time.
6 . .
7 08.GR1
8 PROSECUTION AND PROGRESS
9
10 0801.GR1
11 Subcontracting
12 Section 1-08.1 is supplemented with the following: •
13
14 08011.GR1
15 (October 12, 1998)
16 Prior to any subcontractor or lower tier subcontractor beginning work, , the
17 Contractor shall submit to the Engineer a certification (WSDOT Form 420-004)
18 that a written agreement between the Contractor and the subcontractor or
19 between the subcontractor and any lower tier subcontractorhas been executed.
20 This certification shall also guarantee that these subcontract agreements include
21 all the documents required by the Special Provision Federal Agency
22 Inspection.
23
24 A subcontractor or lower tier subcontractor will not be permitted to perform any
25 work under the contract until the following documents have been completed and
26 submitted to the Engineer:
27 •
28 1. Request to Sublet Work(Form 421-012), and "
29 2. Contractor and Subcontractor or Lower Tier:Subcontractor Certification
for Projects(Form 420-004).
31
,...:...The Contractor's records pertaining-to the,requirements of:-this Special Provision
_ . 33 shall be open to inspection or audit by representatives of the Contracting: Agency
",;>_.;::..:..:; .;;,,.::: ;-;. :;,;;34.::;:: :r.=.::,,during:the life of the contract and for a period 'of not;less than three years:after
• = ; 35.x.. ,the date of acceptance of the contract The Contractor'shalt retain'thee records
for that period. The.Contractor shall also guaranteethat:these record's of " ` .
subcontractors and lower tier subcontractors shall•'be.,'"available and open to
38 similar inspection or audit for the same.time.period 39
40 0803.GR1
41 Progress Schedule
42
43 08031.GR1
44 (March 13,1995)
45 The third sentence of the second paragraph of Section 1-08.3 is revised to read as
46 . follows:
47
48 The schedule shall be developed by a critical path, bar graph, or similar type
49 method.
50
51 0805.GR1
52 Time For Completion
53
54 F08051
55 (March 13, 1995)
56 Section 1-08.5 is supplemented with the following:
57 •
58 This project shall be physically completed within *** 80 ***working days.
59
60 0809.GR1
SR 167
• 1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 31
1 Liquidat lamages
2
3 LIQDAM •
4 Section 1-08.9 is supplemented with the following:
5
6 (*****)
7 The closure of SR 167 mainline lanes and and SR 405 'ramps will result in
8 substantial traffic impacts. These closures will cause delays to the traveling
9 public, increase fuel consumption, vehicle operating cost, pollution, and other
10 inconveniences and harm far in excess of those resulting from delay of most
11 projects.
12
13 Accordingly, the Contractor agrees:
14
15 1. To pay $500.00 liquidated damages per 15 minutes for each 15 minute
16 period prorated to the nearest 5 minutes that a lane is closed on
17 mainline SR 167 beyond the scheduled closure and opening times
18 specified in the Subsection Public Convenience and Safety of the
19 Special Provision LEGAL RELATIONS AND RESPONSIBILITIES TO
20 THE PUBLIC.
21
22 2. To pay $300.00 liquidated damages per 15 minutes for each 15 minute
23 .period prorated to the nearest 5 minutes that a-ramp is closed beyond
24 the scheduled closure and opening times specified in the Subsection
25 Public Convenience and Safety of the Special Provision LEGAL
26 RELATIONS AND RESPONSIBILITIES TO THE PUBLIC.
27
28 3. To authorize the Engineer to deduct these liquidated damages from any
29 . ,money due or coming due to the Contractor.
30
31 10.GR1 _
32 TEMPORARY TRAFFIC.CONTROL
.
33
34 •1002:GR1 •
• 35 Traffic Control Management
36
37 100201.GR-1
38. :- ... . .General:
39 _ ..
40 1002012.GR1 .
41 (August 9, 1999)
42 Section 1-10.2(1) is supplemented with the following:
43
44 The Traffic Control Manager and Traffic Control Supervisor shall be certified
45 by one of the following:
46
47 American Traffic Safety Services Association
48 •15 Riverside Parkway, Suite 100
• 49 Fredericksberg, VA 22406-1022
50 (540) 368-1711
51 Certification Ext. 127
52 Recertification Ext. 134
53 .
54 Sverdrup Civil, Inc.
55 do Traffic Control Supervisors Seminar •
56 600 108th Ave. N.E.
57 Bellevue, WA 98004
58 (425) 452-8000
59
60 The Northwest Laborers-Employers Training Trust
•
SR 167 .
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 32
•
•
1 155 Ohio Ave.
2 gSton, WA 98346
3 (360) 297-3035
4
5 Evergreen Safety Council •
6 401 Pontius Ave. N.
7 Seattle, WA 98109
8 1-800-521-0778 or
9 (206) 382-4090
10
11 Transportation Consulting NW
12 1607 E. Main
13 Auburn, WA 98002
14 ` . (253) 931-0506
15
16 100202.GR1
17 Traffic Control Plans
18
• 19 1002021.GR1
20 (September 30, 1996)
21 The last sentence of Section 1-10.2(2) is revised to read:
22
23 The Contractor's letter designating and adopting the specific traffic control
24 plan(s) or any proposed modified plan(s) shall be submitted to the Engineer
25 . for approval at least ten calendar daysin advance of the time the new plan
26 will be implemented.
27 .
28 100203.GR1 .
29 ' Conformance To Established Standards • . . ... •
30. .:. ;.Section 1=1.0:2(3) is supplementedwith thefollowing
31
32 1002031.M R1
33 (September 8, 1997)
;.:._,;• ,;..;,:;. • 34 .,......;.,::.. ;:;: Flashing stop/slow paddles:>:(FSSP)•.shali;'meet the.'requirements of the
35 .•MUTCD, SHRP, Traffic Control Guidelines Book, and these specifications.
36 : The-paddles shall incorporate onthe,stop:face;#wo-symmetrically positioned
...........:37 :..
flashing white lights. .=The lights shall- betvisiblefrom a minimum of'650
I,. 38 ;:;;,:meters in average daytime conditions-_lTheAampsshall,.flash•in alternating..,
... .,
`• _ : - • ° .,•• ... 39 .,.,...,_sequence. The following,(FSSP) meetahese requirements:.; .`. : '.'.:..:.: -. . •
40 •
41 Copper Country Safety Sales, Inc. Detronics Model TES-:336
42 3422 West Wilshire Drive #19 4003 Bloomington Road •
43 Phoenix, AZ 85009 Rural Route 4 •
44 (602) 269-0026 Stouffville, Ontario L4A7X5
45 , 1--800-578-6193 (905) 640-1216
46 .
47 1003.GR1
48 Flagging, Signs, And All Other Traffic Control Devices
49
50 100301.GR1
51 Traffic Control Labor '
52
53 1003011.GR1
54 (March 3, 1997)
55 The last sentence of the second paragraph of Section 1-10.3(1) is revised to
56 read:
57 . •
58 The Contractor shall furnish the flashing stop/slow paddles for the flagging
59 . .stations. The use of conventional flagging paddles will only be allowed in,
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 33
•
1 case of an emergency, or temporary while a failed FSSP is replaced
2 ."epaired.
3
• 4 100303.GR1
5 Construction Signs
6
7 1003032.MR1
• 8 (January 11, 1999)
9 Section 1-10.3(3) is revised to read: •
10
11 All signs required by the approved traffic control plan(s) as well as any other
12 appropriate signs prescribed by the Engineer shall be furnished by the
13 Contractor. The Contractor shall provide the posts or supports and erect
14 and maintain the signs in a clean, neat, and presentable condition until the
15 necessity for them has ceased. All nonapplicable signs shall be removed or
16 completely covered with metal, plywood, or an Engineer approved product
17 specifically manufactured for sign covering during periods when they are not
18 needed. When the need for these signs has ceased, the Contractor, upon
19 approval of the Engineer, shall remove all signs, posts, and supports from
20 the project and they shall remain the property of the Contractor.
21
22 All signs shall utilize materials, and be fabricated in accordance with,
23 Section 9-28. All orange background signs shall be constructed of Type I or
24 II, or fluorescent Type IV or VII reflective'background sheeting, subject to
25 the following requirements or as otherwise noted in the Plans.
26
27 1. Work zone signs fabricated with Type I or II sign sheeting may be
28 used when available from existing sign inventories.
29 •
30 - -- - ..•.-. 2. Work zone signs fabricated with Type IV or VII sheeting may 'also
31 . . . be used but shall not be intermixed with work zone signs fabricated
32 with Type I or II sheeting,'within a sign sequence.
33 .
34 All post mounted signs with Type IV or sheeting shall use a nylon washer
35 between the twist.fasteners. (screw heads, bolts, orr nuts) and the reflective
36 sheeting.
37 •
: . 38 .-Construction signs .will be_divided into two classes., Class A construction
igns are..those.,signs that remain,in service throughout theconstruction or, ..
.. 40- ;duringa major phase of the..work....They aremounted on posts, existing ...:: .
41 'fixed structures, or substantial supports of a semi-permanent nature. Sign
42 and support installation for Class A signs shall be in accordance with the
43 Contract Plans or the Standard Plans. Class B construction signs are those
44 signs that are placed and removed daily, or are used for short durations
45 which may extend for one or more days. They are mounted on portable or
46 temporary mountings. In the event of disputes, the Engineer will determine
47 if a construction sign is considered as a Class A or B construction sign.
48
49 If it is necessary to add mass to signs for stability, only a bag of sand that
50 will rupture on impact shall be used. The bag of sand shall: (1) be
51 furnished by the Contractor, (2) have a maximum mass of 18 kilograms, and
52 (3) be suspended no more than 0.3 meters from the ground.
53
54 Payment for setup and take down of Class B signs will be limited to the labor
55 cost to do the work described in Section 1-10.3(1), and for transportation
56 described in Section 1-10.3(2).
57
58 Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which .
59 the Engineer deems to be unacceptable while their use is required on the
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 34
•
1 projerst shall be 1.replaced by the C—ractor without additional
v 2 corm ration.
3
4 TC98T.DM1
• 5 (******) .
6 Unless otherwise specified, all warning signs used in construction shall be
7 black on orange, and all diamond shaped signs shall be 1200 mm by 1200
8 mm in size.
9
10 1003033.MR1
11 (April 28, 1997)
12 Section 1-10.3(3) is supplemented with the following:
13
14 Wood Sign Posts
15 Use the below charts to determine post size for Class A construction signs.
16
17 One Post Installation
18
19 Post Size Min. Sign m2 Max. Sign m2
20 4x4 - 1.44
. 21 . 4x6 1.53 1.80
22 6x6 1.89 2.25
23 6x8 2.34 2.79
24
25 Two Post Installation
26 (For signs greater than 1.5 meters in width)
27
28 Post Size Min. Sign m2 Max. Sign m2
29 4x4 - 1.44
30: 4x6 1.53 3.24
• 31 6x6 . . 3.33 4.14
32 6x8. 4.23 6.75 * •
33..
34;,.. . . ;;:.•*_.The:Engineer shall determine post size for signs greater .than-6.75 :: • • •
35 square meters.
36
37 TC98V1
38 - (****.**), . .
39 Warning Lights -
40 • : Type B high-intensity flashing warning lights shall be used' on,a�J.advance..'.
41 warning signs as shown in the Plans. .
42
43 100305.GR1
44 Temporary Traffic Control Devices
45
46 100305A.GR1
47 (March 3, 1997) .
48 • The first sentence of Section 1-10.3(5) is revised to read:
49
50 When the bid proposal includes an item for "Temporary Traffic Control
51 Devices", the work required for this item shall be furnishing Class B
52 construction signs, barricades, flashers, cones, traffic safety drums, and
53 other temporary traffic control devices, unless the contract provides for
54 furnishing a specific temporary traffic device under another item.
55
56 100305B.GR1
57 Section 1-10.3(5) is supplemented with the following:
58 •
59 S1003051 . •
SR167 •
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 35
1 ' Ine 0,13, 1996)
2 �.quential Arrow Sign -
3 The MUTCD requirements are supplemented with the following:
4
5 Sequential arrow signs furnished for this project shall be Type *'r* C *** •
• 6
7 The color of the light emitted shall be yellow.
8
9 The power source for the sign shall be capable of operating the lamps
10 at their optimum light level for the entire period of operation. The power
11 source will be subject to the approval of the Engineer prior to use.
12
13 A control panel, using solid-state circuitry, shall be enclosed in a
14 ventilated, vandal-resistant box. A photoelectric control, with manual
15 override, shall automatically dim the lights during hours of darkness.
16 Arrow panels shall be capable of a minimum of 50 percent dimming
17 from their rated lamp voltage.
18
19 1003052.MR1
20 (June 8, 1998)
21 Traffic Safety Drums •
22 Traffic safety drums shall be manufactured specifically for traffic control
23 purposes, and shall be fabricated from low density polyethylene that
24 maintains its integrity upon impact.
25
26 The drums shall be of the following general specifications:
27
28 Overall Height 900 mm minimum
29
.30 , . Overall Width 450 mm minimum in the direction(s) '
31 . of traffic flow. If the front to
32 back dimension is less than 450
33 mm, only those drums
34 • .. ,.- - . =specifically approved by the
35 Engineer will be permitted.
36
37 Shape • • Rectangular; hexagonal, circular, or'
38 : flat-sided semi-circular.
39
40 Color The base color of the drum shall be
41 fade resistant safety orange.
42
43 Reflective Stripes The exterior vertical surface shall
44 have at least two orange and two
45 ' white circumferential stripes. Each
46 stripe shall be 100 mm to 150 mm wide
47 and shall be reflectorized. If there
48 • are nonreflectorized spaces between
49 the horizontal orange and white
50 • stripes they shall be no more than 50
51 mm wide. Reflective stripes
52 : shall be 3-M flexible 3810,
53 Reflexite PC 1000, 3-M Diamond
54 Grade, or Stimsonite High
55 Performance Grade.
56
57 The traffic safety drums shall be designed to accommodate at least one
58 portable light unit. The method of attachment shall ensure that the light
59 does not separate from the drum upon impact.
60
SR 167 ••
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 36
j 1 I Wh( ;commended by the manufacturer, d s shall be treated to ensure
2 prop idhesion of the reflective sheeting.
3
4 If approved by the Engineer, used drums with new reflective sheeting may
5 be used, provided all drums used on the project are of essentially the same
6 configuration.
7
8 The drums shall be designed to resist overturning by means of a lower unit
9 that will separate from the drum when impacted by a vehicle. The lower unit
10 shall be a maximum of 100 millimeters high and shall be designed to
11 completely enclose the ballast. The lower unit, with ballast, shall have a
12 minimum mass of 4.5 kilograms and maximum mass of 22 kilograms. The
a o 13 base shall be designed to resist movement or creeping from wind gusts or
14 other external forces. The drums shall be designed to resist rolling if
V 15 overturned.
16
17 Drums shall be regularly maintained to ensure that they are clean and that •
18 the drum and reflective material are in good condition. If the Engineer
7` 0 1 determines that a drum has been damaged beyond use, or provides
3 20 inadequate reflectivity, a new drum shall be furnished.
21
-s -4, 22 When no longer required, as determined by the Engineer, the drums shall
. 6 23 remain the property of the Contractor and shall be removed from the project.
�,0 a 24
25 TC98U.DM1
s 26 .(******)
27 Traffic safety drums shall be used on all lane closures.ohthe i01jC'[ 4Cre5's SQcfic7,i
4 1 t____2B___,____. ....
29 During the hours of darkness, all traffic safety drums used on lane closures •
,G• " 30 ,_. shall be.equipped with-T e'C.stead burningwarning lights. Replacement
• 31 batteries r warninglights shall be included in the c cost of furnishing the
C 7 9g..
32 drums.
L. 33
5 0 34 , .. . Two traffic safety drums •shall be provided across the dosed lane
e., --� 35 approximately every 150 meters.
36
1, 37 1003053.MR1 .:
O c,... . 38 (March 3, 1997) . . ..
i,, 39 Truck Mounted Impact Attenuator (TMA) - .
2.. .:.. ,40 The TMA. shall be mounted on. a vehicle with a' minimum mass .of 6800
r e 41 kilograms and a maximum mass in accordance with the manufacturer's
-s 42 recommendations. Ballast used to obtain the minimum weight requirement,
43 or any other object that is placed on the vehicle shall be anchored such that
r - 44 it will be retained on the vehicle during an impact. The Contractor shall
45 provide certification that the unit complies with NCHRP 230 or 350
v 46 requirements.
47
_p 6 48 The Contractor shall have a spare TMA and operator (if necessary)
t 4 49 available to replace a damaged or disabled TMA. Replacement shall be
. 50 accomplished as soon as the damaged TMA has been removed. The
1/-,-i 51 Contractor shall immediately repair to the manufacturer's specifications, all
52 damage to a TMA not deemed extensive enough to warrant replacement as
53 determined by the Engineer.
o y_, 54
55 The TMA shall have an adjustable height so thatit can be placed at the
56 correct elevation during usage and to a safe height for transporting. If
C $<- (/ 57 needed, the Contractor shall install additional lights to provide fully visible
`' 58, brake lights at all times.
cos 59
•L •
SR167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) - 37
•
1 TMA unit shall have a chevron* pa 1 on the rear of the unit. The
2 _,-idard chevron pattern shall consist a ._3 mm yellow stripes, alternating
3 non-reflective black and reflective yellow sheeting, slanted at 45 degrees in.
• 4 an inverted "V"with the "V" at the center of the unit.
5 •
6 The TMA shall be positioned to separate and protect construction zone work
7 activities from normal traffic flow.
8
9 The attenuator shall be in the full down-and-locked position. For stationary
10 operations, the truck's parking brake shall be set.
11
12 TC98J.DM1
13 (******) •
14 The TMA shall be used during traffic control placement and removal,
15 advancing with the workers during the set up and removal of the traffic
16 control devices unless otherwise ordered by the Engineer.
17
18 Each vehicle with TMA shall be equipped with a sequential arrow sign Type
19 B. The color of the light emitted shall be yellow. Power for the sign shall be
20 supplied by the truck. The sequential arrow sign shall be used during traffic.
21 control placement and removal. The vehicle with TMA shall not be used if
22 the sequential arrow sign is damaged or disabled. .
23
24 Each vehicle equipped with TMA shall have a sign mounted on its back,
25 facing oncoming traffic, stating "WORK CREW AHEAD". The sign shall be
26 750 mm high, 1200 mm wide, and shall have black lettering on an orange
27 background. The "WORK CREW AHEAD" sign shall be removed or
28 covered when not applicable.
29
-• -30 . - --- - ,A TMA shall be used for each closed lane. -The-TMA-shall be positioned.to
31 provide maximum protection for people in the work.zone.
32 •
33 . . . The TMA shall be able to be,driven with the attenuator in the down position
34 and at the correct elevation for usage.
35
36 S1003054
37 (November 17, 1997)
.... . 38 Type III Barricade - . , .. : _ .
39 .. ..__,;_ ._,..:,••T.he barricades shall be constructed in accordance'.with:the details shown-in
.•.:•40. .:. . .:..... .: :.the MUTCD and the Standard Plans.. The barricade width shall=be-**".2.5
41 - meters ***. If it is necessary to add mass to barricades for stability, only
42 • bags of sand that will rupture on impact shall be used. The bags of sand
43 shall:
44
45 1. Be furnished by the.Contractor.
46 2. Have.a maximum mass 18 kilograms.
47 3. Be placed no more than 0.3 meter above the ground.
. 48
49 As may be indicated in the Signing Plan or Traffic Control Plan, the
50 Contractor may be required to install signs, warning lights, or both, on
51 barricades.
52 •
53 TC98Y.DM1
54 (******)
55 When the Signing Plan requires that signs be placed on the barricade, the
56 signs will be considered part of the permanent signing and no separate
57 measurement will be made.
58
59 When the Traffic Control Plan requires that signs be placed on the
60 barricade, the signs will be considered part of the project traffic control and
SR167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 38
1 will' measured i by the square meter as, construction sign Class A,
2 exc( hat when the sign is relocated in.cc nction with the relocation of
3 the 1 ype Ill barricade, no additional measurement will be made for the
4 construction sign Class A. •
5
6 No measurement will be made for the warning lights.
7
8 1004.GR1
9 Measurement
• 10
11 100401.MR1
12 (June 3, 1996)
13 The third paragraph of Section 1-10.4 is revised to read:
14
15 Class A construction signs will be measured by the square meter of panel area.
16 A'Class A construction sign maybe usedinmore than one location and will be
17 measured for payment for each new installation. Sign posts or supports will not
18 be measured for payment.
19 •
20. '100402.GR1
21 Section 1-10.4 is supplemented with the following:
22
23 10041.GR1
24 (September 30, 1996) .
• 25 Measurement will be by the hour of ,operation for sequential arrow sign. The
26 hours of operation will be determined by the Engineer. Operation •over and
27 above those hours shall be at the Contractor's expense.
28 .
29 TC98R1.DT1
30 (******)
31 Truck mounted impact attenuators will be measured per each one time only for
32 each truck with sequential arrow sign, "WORK CREW- AHEAD" sign, and
33 mounted impact attenuator used on the project. The final pay quantity shall be
34 the maximum number of IMAs:in place at any one time. .
35 •
36 . Operation of truck mounted impact attenuator.will be measured by the hour . ::..
,,... Y 37 . when manned-and operated:r:Manned andoperated shall be when the.TMA:has
38 anoperator and is.required to move, in operating position, with the construction
39 . operation or whan moving the TMA from one position to another on the project: ' '
• 40
41 1005.GR1 .
42 Payment
43
44 100501.MR1 • •
45 (June 3, 1996)
46 'Payment for construction signs Class A in Section 1-10.5 is revised to read:
47 .
48 "Construction Signs Class A", per square meter of panel area.
49
50 The unit contract price per square meter of panel area shall be full pay for all
51 costs to furnish and install the Class A construction signs in accordance with
52 Sections 1-10.3(3) and 1-10.3(4). This payment will include all signs, labor,
53 equipment, and. vehicles necessary for the installation of Class A signs.
54 Payment will not be made for signs delivered to the project without the approval
55 of the Engineer.
56
57 100502.GRT .
58 Section 1-10.5 is supplemented with the following:.
59
60 10051.GR1
SR167
• 1-405 VIC TO SR 900 COUPLET ,
• 00A002 (03/01/00) 39
•
1 (Sep;'- ,ber 30, 1996) . I
2 "Seq lial Arrow Sign", per hour.
3
4 TC98S1.DT1
5 (******) .
6 "Truck Mounted Impact Attenuator", per each.
7 The unit contract price per each for "Truck Mounted Impact Attenuator" shall be
8 full pay for furnishing a truck with sequential arrow sign,"WORK CREW AHEAD"
9 sign, and impact attenuator attached (TMA), transporting the TMA to and from
10 the project, and when the TMA is in use but not manned.
11 • .
12 "Operation of Truck Mounted Impact Attenuator", per.hour.
13 The unit contract price per hour for "Operation of Truck Mounted Impact
14 Attenuator" shall be full pay for each hour the TMA is manned and operated. •
15
• 16 "Repair Impact Attenuator", by force account. • •
17 AIl.costs of repairing or replacing TMAs damaged by the motoring public will be
18 paid for by force account as specified in Section 1-09.6. To provide a common
19 proposal for all bidders, the Contracting Agency has estimated the amount of
20 force account for "Repair Impact Attenuator" and has entered the amount in the
21 Proposal to become a part of the total bid by the Contractor. TMAs damaged
• 22 due to the Contractor's operation shall be repaired or replaced by the Contractor
• 23 at no expense to the Contracting Agency.
24
25 02.GR2
26 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
27
28 0203.GR2 •
29. Construction Requirements .
30 . Section 2-02.3 is,supplemented with the following: -
31 - .
32 REMOVE2 _ __-
33 ******)
34. .. /Removal of Cement Concrete Curb and Gutter
35= The Contractor shall use a sawcut to 'delineate the curb, and gutter to be
- .- . 36: . removed from curb,gutter-and pavement,to remain: The Contractor shall take
37 . care to avoid damaging .adjacent curb;- gutter and °pavement to remain. Any •
_ 38.. damage caused to.the curb; gutter and:pavement-to remain, as a result of the
39.: Contractor's operations, shall be repaired to the satisfaction of the Engineer at
40 no additional cost to the Contracting Agency.
41
42 Removal of Raised Pavement Markers
43 The Contractor shall remove raised pavement markers including epoxy or other
44 adhesive in a manner than will not damage the underlying pavement. Any
45 damage to the underlying pavement caused by the Contractor's operations shall
46 be repaired to the. satisfaction of the Engineer at no additional cost to the
47 Contracting Agency. Debris resulting from the pavement marking removal shall
48 become the property of the Contractor and shall be disposed of outside the
• 49 project limits.
50
51 Removing Traffic Button
52 The Contractor shall remove and dispose of existing traffic buttons prior to
53 planing the pavement. Any damage caused to the pavement to remain shall be
-54 • repaired to the satisfaction of the Engineer at no additional cost to the
55 Contracting Agency.
56
57 Removing Cement Conc. Sidewalk
58 The Contractor shall use a sawcut to delineate the sidewalk to be removed. The
59 Contractor shall take care to avoid damaging adjacent sidewalk, curb and gutter
60" to remain. Sidewalk to be removed shall be excavated to a depth sufficient to
•
SR167 •
1-405 VIC TO SR 900 COUPLET
•
00A002 (03/01/00) '40
1 1 allow re{ . •ement of the sidelwalk. Removed terial shall be disposed of •
2 outside K ;ct limits. Any damage caused to tl` - adjacent sidewalk, curb and
' , 3 gutter to remain as a result of the Contractor's operations, shall be repaired to
. 4 • the satisfaction of the Engineer at no additional cost to the Contracting Agency.
5
6 Force Account-Replace Cement Conc. Curb
7 Where called for by the Engineer the Contractor shall remove the damaged
8. existing traffic island curbing, and traffic curbing, and replace in accordance with
9 the Standard Plans.
10 .
11 Force Account-Replace Catch Basin
• 12 At the location indicated in the Plans the Contractor shall, excavate and remove
13 the existing damaged catch basin. A new catch basin shall be installed and the
14 storm sewers reconnected. .
15
16 Force Account-Adjust Drainage Structures, Valves and Monuments
17 At the locations shown in the Plans and as directed by the Engineer,
18 monuments, valves and drainage structures shall be adjusted to finished grade.
19
20 Measurement .
21 Section 2-02.4 is supplemented with the following:
22
• 23 (******) .
• 24 Curb and gutter removal will be measured by the meter along the line and slope
25 of the existing curb and gutter prior to removal except when located within the
26 limits for roadway excavation.
27 . .
28 . Raised pavement marker removal will be measured per hundred markers
29 removed.
30 . • • .
31 Payment •
32 Section 2-02.5 is supplemented with the following:
33 . . •
34 (******) .
35 "Removing Cement Conc. Curb and Gutter", per meter.
- 36 - The unit contract price per-.meter for"Removing Cement Conc. Curb and Gutter"
37 shall include all costs for sawcutting. ..
38
• 39 "Removing Raised Pavement Marker" per hundred. .
40
41 "Removing Cement Cone. Sidewalk", per m2. . .
42
43 "Removing Traffic Button", per each. .
44
45 "Force Account- Replace Catch Basin .
46
47 "Force Account- Replace Cement Conc. Curb".
48 1
49 "Force Account-Adjust Drainage Structures, Valves and Monuments".
50
51 When replacement of damaged catch basins and traffic curb is required and
52 adjustment to grade for monuments, drainage structures, valve covers, or
53 monuments are warranted as determined by the Engineer, payment for this work
54 shall be by force account as provided in Section 1-09.6. To provide a common
55 • basis for al bidders, the Contracting Agency has estimated an amount for"Force
56 Account- Replace Catch Basin", "Force Account=Replace Cement Conc. Curb",
57 and "Force Account - Adjust Drainage Structures, Valves and Monuments" and
58 has entered the amount in the Proposal to become part of the total bid by the
59 Contractor.
60 • .
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 41
1 Payr t for "Force Account - Replace CE Basin" shall include all work
2 assn.. °ed with excavation, removal, osal, replacement structure, -
3 reconnection of storm sewers, and other drainage, and back filling in accordance
• . 4 with the Standard Specifications.
5
6 Payment for "Force Account - Replace Cement Conc. Curb" shall include all
7 materials and labor to remove damaged curbing and install new curbing for
8 traffic islands and turn lanes, as well as repair of islands to the satisfaction of the
9 Engineer.
10
11 12.GR2
12 CONSTRUCTION GEOTEXTILE
13
14 1203.GR2
15 Construction Requirements
16 Section 2-12.3 is supplemented with the following:
17
18 COVER3
19 (******)
20 Temporary Drainage Structure Cover
21 Catch basins and grate inlets shall be provided with filter covers as detailed in •
22 the Plans prior to saw cutting or planing of pavement. Filters shall remain
23 functional until uphill area have been stabilized and pavement operations
24 completed. Filter Covers shall be removed when no longer required for
25 sediment control.
26
27 Measurement
• 28 Section 2-12.4 is supplemented with the following:
29
30 (******)
31 Temporary drainage structure covers will be measured per.each catch basin or
32 grate inlet receiving a filter cover.
33
34 Payment
35 Section 2-12.5 is supplemented with the following:
36
37 (******) •
38 "Temp. Drainage Structure Cover," per each •
39 Removal of temporary drainage covers shall be,included in the unit cost for
40 installation. •
41
42 01.GR3
43 PRODUCTION FROM QUARRY AND PIT SITES
44
45 0102.GR3
46 Material Sources, General Requirements
47 Section 3-01.2 is supplemented with the following:
48
49 01021.GR3
50 (March 13, 1995)
51 Permits For Pit Operations In King County
52 The Contractor is advised that King County may require the Contractor to meet
53 any or all of the following listed conditions before considering issuance of a
54 temporary permit for pit operations within King County:
55
56 1. Security fences and locking gates shall be installed where deemed
57 necessary by the King County Department of Building. Cable or wire
58 gates are not acceptable.
59
60 2. Hours of operation shall be limited to: 7:00 a.m. to 7:00 p.m.
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 42 •
1
2 3. ess roads shall be improved and rn ained to the satisfaction of
3 me King County Department of Public Works. A haul road agreement
4 for County road maintenance may be required. •
5
6 All roads shall be swept, washed, or both, by the Contractor at the
7 Contractor's expense as often as the Department of Building deems
8 necessary.
9 .
10 Property shall have functional access to an arterial level street.
11
12. 4. All operations will have to be approved by King County Flood Control
13 for drainage plans, Washington State Department of•Ecology, and
14 Puget Sound Air Pollution Control Authority.
15
. 16 Those properties near or adjacent to any-water body shall have written
17 approval from the State of Washington Department of Fisheries.
18
19 The Contractor shall obtain a mining reclamation permit from the State
20 of Washington Department of Natural Resources for sites of over three
21 acres in size of disturbed land or resulting in pit walls more than thirty
22 feet high and steeper than one to one slope.
23
24 5. No stockpiling of foreign excavated material is permitted on the site
25 except for those materials to be used in the land rehabilitation of the
. 26 subject property.
27
28 6. No signs other than signs required by Chapter 24.42, King County
29 Zoning Code are authorized as a result of the temporary permit.
30
31 7. Plans required: .
32
33 a. Scale of Plot Plans
34 '
35 Site Size: less than 10.acres 1 inch = 50 feet
36
37 10 to 100 acres 1 inch = 100 feet
38
39 over 100 acres ' ' 1 inch = 200 feet '
40
41 b. Contours
42
43 . Show existing and proposed contours at 5-foot intervals. If
44 existing and proposed contours are superimposed upon one
45 another it must be clear as to which is which. Plans which
46 incorporate a screening process may be required by the
47 County to distinguish said contours.
48 •
49 Finished contours must show how the' property can be used
50 under the existing zoning. Plans showing daylighting of
51 property to road grade or below with high 2:1 slope walls will
' 52 no longer be permitted within the R, S, or G zones. The plans
53 must contain large terraces which will permit the lot sizes and
54 roads that are permitted within the zone.
55
56 c. Sections
57
58 Show a minimum of two sections in each direction.
59
60 d. Maximum Slope
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 43
1 I I
2 Cuts shall not be steeper i1_ .___)pe than two horizontal to one •
3 vertical unless the owner furnishes a soils engineering or an
4 engineering geology report certifying that the site has been -'
5 investigated;and indicating that the proposed deviation will not
6 endanger any private property or result in the deposition of
7. debris on any public way or interfere with any existing
8 drainage course.
9
10 e. Fill Slopes
11
12 No fill shall be made which creates an exposed surface
13 steeper in slope than two horizontal to one vertical.
14.
15 f. Benches on Slopes .
16 . .
17 There shall be a 10 foot wide bench sloped into the hillside for
18 every 50 feet in height.
19
20 g. Setbacks
21
22 Material and vegetation shall be left in its natural state: "
23
24 50 feet from any FP, A, G, S, or R zoned property;
• 25
26 20 foot setback which includes a 6 foot high planted berm
27 along any public right-of-way;
28
29 . 20 feet from M, B, or CGzoned property;
30
31 10 feet from QM or FR zoned property.
32 •
33 Plans shall show type of vegetation existing.within the buffer
34 zones.
35 •
36 h. Drainage
37
38 :. • All drainage facilities shall be designed to carry surface'waters
39to the nearest practical street,. storm drain, or natural water-
40 course. Adequate provisionshall be made to prevent any
41 surface waters from damaging the face of an excavation or fill.
42 All slopes shall be protected from surface water runoff from
43 _ above by berms or swales.
44
45 The Contractor is further advised that King County may require conditions which
46 are in addition to the foregoing list and that the County may reject permit
47 applications at its discretion because of the proposed operations proximity to
48 schools, residential neighborhoods, hospitals, arterials, or for other
49 environmental conditions.
50
51 When there are discrepancies between the requirements of the State and the
52 County the more stringent specifications shall apply.
53
54 Should the Contractor fail to comply with any requirements of a temporary permit
55 obtained in the Contracting Agency's name, the Contracting Agency will take the
56 necessary action to meet these requirements and any costs incurred by the
57 Contracting Agency will be deducted from monies due or to become due the
58 Contractor. .
59
60 04.GR5
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 44 .
1 ASPHALT C^"1CRETE PAVEMENT
2
3 0402.G R5
4 Materials
5 Section 5-04.2 is supplemented with the following:
6
7 F04026
8 (November 23, 1998)
9 In lieu of using asphalt cement meeting the requirements of Section 9-02.1(4),
10 the Contractor shall use PG *** 64-22 *** asphalt cement meeting the
11 requirements of AASHTO MP1 inthe production of asphalt concrete pavement
12 *** Class B and asphalt concrete for preleveling Class G***.
13
14 The use of RAP in the asphalt concrete mixture is limited to a maximum of 20%.
15
16 0403.GR5
17 Construction Requirements
18
19 040311.GR5
20 Joints
21 Section 5-04.3(11) is supplemented with the following:
22
23 F0403111
24 (March 13, 1995)
25 The asphalt.concrete pavement overlay shall be feathered to produce a
26 smooth riding connection to the existing pavement.
27
28 Asphalt concrete pavement Class *** B ***, utilized in the construction of the
29 . feathered connections, shall be modified by eliminating the coarse
30 aggregate„from. the mix at the Contractor's plant or the,commercial source
31 or by raking the joint on the roadway, to the satisfaction of the Engineer.
32
33 040313.GR5
34 Surface Smoothness
35
36 S0403132
37 (March 13, 1995)
38 The.second sentence of Section 5-04.3(13) is deleted ,and replaced with the
39 ' following:
40
41 ' The completed surface of the wearing course 'of the following sections of
42 highway shall not vary more than 6.millimeters from the lower edge of a 3
43 meter straightedge placed on the surface parallel to centerline:
44
45 1. SR 167 42+325 to 46+033
46
47 The completed surfaceof the wearing course of all other sections of
48 highway shall not vary more then 3 millimeters from the lower edge of a 3
49 meter straightedge placed on the surface parallel to centerline.
50
51 040314.GR5
52 ' Planing Bituminous Pavement
53 Section 5-04.3(14) is supplemented with the following:
54
55 0403141.M R5
56 (March 13, 1995)
57 Prior to beginning the planing operations, the Contractor shall submit a
58 method of operation to the Engineer for approval.
59
SR167
1-405 VIC TO SR 900 COUPLET •
00A002 (03/01/00) 45 •
1 Contractor shall plane a 150 meter section to be evaluated by the
2 L...:neer for compliance with the surface, _....erance. The test section shall
3 have a minimum width of 3 meters. Production planing will not begin until
4 the Engineer is satisfied with the results of the test section. _-
5
6 If at any time during the planing operation the Engineer determines the
7 . required surface tolerance is not being achieved, the Contractor shall stop
8 planing. Planing shall not resume until the Engineer is satisfied that
9 specification planing can be produced or until successful completion of
10 another test section. The forward speed during production planing shall not
11 exceed the speed used for the test section.
12
13 The completed surface after planing and prior to paving shall not vary more
14 than 6 millimeters from the loweredge of a 3 meter straightedge placed on
15 the surface parallel or transverse to the centerline. The planed surface shall
16 have a matted texture and the difference between the high and low of the
17 matted surface shall not exceed 3 millimeters:
18
19 Pavement repair operations, when required, shall be accomplished prior to
20 planing.
21
22 0403142.GR5 •
23 (January 5, 1998)
24 Transverse Joints
25 The full depth end of each lane of planing shall be squared off to form a
26 uniform transverse joint. The Contractor shall construct and maintain a
27 temporary asphalt concrete wedge across the entire width of the transverse
28 • edge, when traffic is allowed on the planed surface prior to paving. The
29:- wedge shall be constructed before opening the lane to traffic. The
•. 30 Contractor shall remove the wedge immediately prior to paving.
•
31 -
32 'WEDGE .
33 (******)
34 " " Temporary Wedge for Structures and Covers ,
35 . The Contractor shall construct and maintain a temporary asphalt concrete
36. _ wedge across all monuments, cases and covers, valve covers, and
37' . drainage structures when trafficis allowed on the. planed surface more than
38:. ... -_• two calendar days prior to paving. The wedge shall be constructed before
39,.... . . opening the lane to traffic. The Contractor shall_ remove the wedge
40: immediately prior to paving.
41
42 Butt joints shall be provided with temporary wedge prior to allowing traffic on
43 open lanes.
44
45 CURB
46 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB
47 Description
48 Section 8-07.1 is supplemented with the following:
49 .
50 (******) . •
51 This work shall consist of cleaning and painting existing curb.
52
53 Construction Requirements °
54 Section 8-07.3 is supplemented with the following:
55
•
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 46
1 J(***, '
2 Clea g Existing Traffic Curb
3 Existing traffic curb and edges of existing traffic islands shall be cleaned by
4 pressure washing to remove all contaminants within the areas to receive
5 paint.
6
7 Measurement
8 Section 8-07.4 is supplemented with the following:
9
10 (******)
11 Painting existing traffic curb will be measured per meter of side painted.
12
13 Payment
1415 Section 8-07.5 is supplemented with the following:
16 (******)
17 "Paint Existing Traffic Curb," per meter.
18 .
19 All costs involved in cleaning of the curbs prior to painting shall be included in the
20 unit contract price for"Paint Existing Traffic Curb".
21
22 13.GR8
23 MONUMENT CASES
24
25 ADJMON
26 (NWR March 6, 2000)
27 Description •
28 Section 8-13.1 is supplemented with the following:
29
30 This work shall consist of resetting or replacing monument case and covers
31 disturbed by the proposed contract work in accordance with the Standard Plans.
32
33. Construction Requirements
34 Section 8-13.3 is supplemented with the following:
35
36 Resetting Monument Cases
37 The Contractor shall visually locate and note-all right-of-way, alignment, property
38 corner, and other legal monuments that may be disturbed by contract work. The
39 Contractor shall verify each monument which may be disturbed has been
40 referenced by the Contracting Agency prior to commencing work within the
41. vicinity. .
42
43 The Contractor shall use care to avoid disturbing monuments and monument
44 cases. Any damage or disturbance to the monument case as a result of the
45 Contractor's operations shall be repaired and reset to its original position at no
46 cost to the Contracting Agency.
47
48 Any -monument-disturbed;;shall.,..be";:-provided <with .a:,monument-case,,,to>>allow
49 resettirignby .tha:Go i r tinaAgoncy.
50
51 20.GR8
52 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL
53
54 FLOOPREP
55 Description
56 Section 8-20.1 is supplemented with the following:
57
58 (******)
59 This work includes abandoning in place and replacement of traffic signal loops.
60
SR167 .
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 47
rl •Materiah
2 Section 8 2 is supplemented with the following:
3
4 Equipment List and Drawings
5 Section 8-20.2(1) is supplemented with the following:
6
7 (******)
8 Manufacturer's data for materials proposed for use in the contract which
9 require approval shall be submitted in one complete package.
10
11 Conductors, Cable
12 Section 9-29.3 is supplemented with the following:
13
14 (******)
15 Detector loops shall use No. 14 stranded copper conductors, Class B, with•
16 Type XLP/USE insulation.
17
18 Vehicle Detector
19 Section 9-29.18 is supplemented with the following:
20
21 (******)
22 Loop sealant for use in ACP pavement shall be one of the following:
23
24 • 1. MSI34271
25 2. Max Cutter Seal No. 3
26 3. 3M Black 5000
27
28 Loop sealant for use on concrete bridge decks and PCC pavement shall be
29 one of the following:
30
31 • . 1. 3M Black 5000
32 2. Gold Label Flex 1P
33 3. QCM
34
35 Installation shall conform to themanufacturer's recommendations.
36 .
37 Construction Requirements
38 General
39 Section 8-20.3(1) is supplemented with the following:
40
41 (******) .
42 Traffic Loops
43 The Contractor shall notify the NW Region Traffic Signal Operations group
44 through the Engineer a minimum of five working days in advance of
45 pavement removal in the loop areas.
46
47 If replacement loops are not operational within 48 hours, the Contractor
48 shall install and maintain interim vehicle detection at no additional cost to the
49 Contracting Agency until the permanent loops are in place. The type of
50 interim detection furnished shall be approved by the Engineer prior to
51 installation.
52
53 Wiring
54 Section 8-20.3(8) is supplemented with the following:
55
56 (******)
57 All splices shall be made in the presence of the Engineer.
58
59 Induction Loop Vehicle Detectors
60. Section 8-20.3(14)C is supplemented with the following:
SR167 •
1-405 VIC TO SR 900 COUPLET .
00A002 (03/01/00) 48
1 I
2 1 Lool, )placement .
• 3 Trait- ,lops shall be.replaced where shown in-Zne Plans or where indicated
4 by the Engineer. ,
5 .
. • 6 • If stop bar loops are replaced, they shall be installed over existing loops.
7
8 If advance loops are replaced, they shall be installed immediately ahead of
• 9 • • or behind the existing loops. The Contractor shall avoid cutting through the
10 existing loop or lead-in to minimize downtime. •
11
12 Induction Loop Sealant for Portland Concrete Cement Pavement
13 Loop sealant for Portland cement concrete pavement shall be one of the
• 14 following:
15 .
16 1. • 3M
17 2. QCM .
18. 3. Gold Label Flex 1 P (one part sealant)
19
20 Round Loops .
21 Round loops shall be constructed in accordance with the following
22 requirements: .
23
24 1. Loop conductor shall conform to these Special Provisions. Loop
25 lead-in cable shall conform to Section 9-29.3.
26 2. Round sawcuts shall be 1.83 meters in diameter and shall be
27 constructed using equipment designed for cutting round loops.
- 28 The equipment shall use a concave, diamond-segmented blade.
29 'The sawcutsshall be vertical and shall be a minimum of 6.35. mm
30 . 'wide. The sawcut depthshall be a minimum of 65 mm and a
31 maximum of 75 mm measured at any point along.the perimeter,
32 except on bridge decks. Other methods of constructing the round
33 sawcut, such as anchoring a router or flat blade saw, will .not be
34 allowed. .
35 . -3. The bottom of the-sawcut shall be smooth. No edges created by
• 36 differences in sawcut depths will be allowed. .
37 '. , . -. 4.. All sawcut corners shall be rounded to a-minimum 41 mm radius.
38 •5. All sawcuts shall be cleaned with a 6.9 Mpa high pressure washer
- ' 39 .-• ascertified by the: manufacturer's label on the machine or as'
40 measured by an in-line pressure gauge. Wash water and slurry'
41 shall be vacuumed.out and blown dry with compressed air rated- at
42 a minimum 1MPa. -
43 6. Loops shall be installed after all grinding and prior to paving the
44 final lift of asphalt.
45 7. The loop shall constructed using 4 turns of conductor. The
46 conductor shall be installed one turn on top of the previous turn.
47 , All turns shall be installed in a clockwise direction. The conductors
48 shall be secured to prevent floating with 51 mm lengths of high
49 temperature foam backer rod sized for a snug fit. The backer rod
50 shall be spaced at 0.6 meter intervals around the perimeter of the
51 sawcut and at corners.
52 8. Loop sealant shall be-installed in 2 layers. The first layer shall be
53 allowed tocool before the second layer ,is applied. Installation of
54 the sealant shall completely encapsulate the loop conductors. A
55 minimum of 25 mm of sealant shall be provided between the top of
. 56 the conductors and the top� of: the sawcut. The twisted
57 polypropylene rope noted in,Standard Plan J-8a is not allowed.
58
59 Inductive Loop Vehicle Detectors
60 Item 1 in the first paragraph of Section 8-20.3(14)C is revised to read: .
SR 167
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 49 •
1 i
2 Loop wire shall be No. 14 strand__ copper with XHHW or THWN
3 insulation conforming to IMSA 51-3 requirements encased in 7 mm
4 outside diameter polyurethane tubing conforming to IMSA 51-5
5 requirements. .
6
7 Section A-A and B-B of the Standard Plan J-8a are revised to read:
8 .. .
9 • 2. The width of the sawcut for Section A-A shall be at least 1 mm wider
10 than the diameter.of the loop wire up to a maximum of 7 mm. The
11 width of Sections B-B and C-C shall be at least 1 mm wider than twice
12 the diameter of the loop wire, up to a maximum of 14 mm.
13
14 Test for Induction Loops and Lead-in Cable
15 Section 8-20.3(14)D is supplemented with the following:
16
17 (******) _ ,
18 If grinding occurs in the•area of existing induction loops and.the Engineer
19 suspects that damage to any loop may have resulted or believes it possible
20 that a loop is not operating adequately, the Engineer may direct the
21 Contractor to perform the field tests specified in this section. The test
• 22 results shall be recorded and submitted to the Engineer. Loops which fail
23 . •. any of the specified tests shall be replaced.
24
25 Measurement
26 Section 8-20.4 is supplemented with the following: '
27 .
28 . (******)
29.. Replacement of existing loops will be measured per each complete installation.
30
31 . Payment _
32 Section 8-20.5 is supplemented with the following:,
33
34 (******)
35 "Loop Replacement Type ", per each:
• 36 , All costs for the replacement of traffic loops, along with associated testing of new
•
37 loops, shall be included in the contract price for "Loop Replacement Type __",. •
38 per each.
39
40 "Force Account- Loop Testing" as provided in Section 1-09.6.
41 For the purpose of providing a common proposal for all bidders, the Contracting
42 Agency has entered an amount for the items"Force Account - Loop Testing" in
43 the bid proposal to become a part of the total bid by the Contractor.
44
45 PERMSIGN.DT1
46 PERMANENT SIGNING
47 Materials
48
49 PERMSIGN2.DT1
50 (NWR March 6, 2000)
51 Hardware
52 Section 9-28.11 is revised to read:
53
54 All steel parts shall be galvanized per AASHTO M111. Steel bolts and
55 ' connecting hardware shall be galvanized per AASHTO M232.
56
57 PAVEMARK.DT1
SR167
I-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 50 .
•
1 PAVEMENT "IARKING i 1
2
3 MARKINGS
4 Section 8-22.1, Crosswalk Stripe and Drainage Marking, are deleted and replaced
5 with the following:
6 .
7 (******)
8 Crosswalk Stripe
9 �A SOLID WHITE line, 100 millimeters wide and 3 meters long conforming to
10 details in the contract.
• 11
12 Drainage Marking ' •
13 Drainage markings shall consist of white plastic pavement marking material, of
14 the size and shape detailed in the Plans, placed at the location of cross culverts
15 and drainage structures. .
16
17 STDPLANS.MR9
18 STANDARD PLANS
19 (January 3, 2000)
20 The State of Washington Standard Plans for Road, Bridge and Municipal
21 ,:Construction [M21-01 (metric) transmitted under Publications Transmittal No: 99-063, .
22 effective January 3, 2000 is made a part of this contract. .
23 .
24 The Standard Plans are revised as follows: •
25 •
26 K-1 through K-18
27 These plans shall not be used on projects administered by WSDOT.
28 '
29 The following are the Standard Plan numbers applicable at the time this project was. •
30 advertised. The date shown with each plan is the publication approval date shown in
31 the lower right-hand corner of,that plan. Standard Plans not having this date shall not
32 be used in this contract. •
33 '
34 A-1 • 10/08/99 C-6a 1/10/97 G-4b 2/07/97
35 A-2 12/23/98 C-6c 1/10/97 G-7 7/03/97
36 A-3 5/09/97 C-6d. 1/10/97 G-8 10/08/99.
37 A-4 2/07/97 C-6f 1/10/97 G-8a 10/06/99
38 C-7 8/10/98 'G-9a#1 4/02/99
• 39 . B-1 2/07/97 C-7a 1/10/97 G-9a #2 4/02/99
40. 8-1a 2/07/97 C-8 8/10/98 G-9b#1 4/02/99
41 ' B-lb 2/07/97 C-8a 5/24/96 G-9b#2 4/02/99
42 B-1 e. 2/07/97 C-8b 7/17/98 G-9b#3 4/02/99
43 B-1 z 5/09/97 C-8c 8/01/97
44 B-2 2/07/97 C-8d 7/18/97 H-1 7/18/97
45 B-2a ' 2/07/97 C-8e 4/02/99 H-la 7/18/97
46 B-2b 7/03/97 . C-9a 7/03/97 H-1 b 4/02/99
47 B-2c 7/25/97 C-9b 7/03/97 H-1c 8/01/97
48 B-3 2/07/97 C-10 • 7/31/98 H-1d 7/03/97
49 B-3a 2/07/97, C-11 2/19/99. . H-1 e 7/03/97
50 B-4b 7/03/97 C-11 a 2/19/99 H-2 8/01/97
51 B-4c • 7/03/97 C-11 b#1 2/19/99 H-3 8/01/97
52 B-4f 2/07/97 C-11 b #2 2/07/97 H-3a 2/07/97
53 B-4g 7/18/97 C-12 8/01/97 H-4#1 1/22/99,
54. B-4h 2/07/97 C-13 #1 4/16/99 H-4#2 ' 1/22/99'
55 B-7 • 2/07/97 C-13 #2 4/16/99 H-4#3 • 1/22/99
56 . B-7a 2/07/97 C-13a 4/16/99 H-5 7/03/97
57 B-8 2/07/97 C-13b 4/16/99 H-5a 7/03/97
58 B-8a 7/25/97 •
H-5b 7/03/97
SR167 '
1-405 VIC TO SR 900 COUPLET
00A002 (03/01/00) 51
1 • B-9 ' 2/07/97 D-la#1 10/06/9 H-5c 8/01/97
2 B-9a. 7/03/97 D-la#2 10/06/9.•- H-5d 8/10/98 -
3 B-9b • 2/07/97 D-1 b#1 • 10/06/99 H-6 2/21/97
4 B-9c • • 7/03/97 D-1 b#2 10/06/99 H-7 8/10/98
5 B-9d 7/03/97 ' D-1 c#1 10/06/99 H-8 9/18/98 •
6 B-11 2/07/97 0-1c#2 10/06/99 . 1-1-9 . • •12/02/96
7 B-13 12/04/98 D-1 d#1 10/06/99 H-10 5/29/98
8 B-18 5/09/97 0-1d#2' 10/06/99 H-12 2/07/97
9 B-18a 2/07/97 ' 0-1e#1 10/06/99 H-13 1/19/96
10 B-18b• 2/07/97 - D-1 e#2 10/06/99 H-13a 2/07/97
11 B-19 2/07/97 D-1f#1 10/06/99 H-14#1 4/23/99
12 B-20d 5/09/97 D-1f#2 10/06/99 H-14#2 4/23/99
13 B-21 2/07/97 . D-2a ` 2/07/97
14 B-21a• 8/10/98 . D-2b 2/07/97 I-1 7/03/97
15 B-22 8/01/97 D-2c 2/07/97 1-2 4/23/99
16 B-22a 8/01/97 D-2d 2/07/97 '1-3 8/20/99
17 . B-23a 2/07/97 D-2e 2/07/97
18 B-23b 2/07/97 D-2f 2/07/97 J-lb 10/08/99
19 B-23c • 2/07/97 D-2g 2/07/97 . J-1 c 4/24/98
20 B-23d 5/09/97 D-2h 2/07/97 J-1 e 2/07/97
• 21 B-25 7/03/97 D-2i 2/07/97 J-1 f 8/01/97
22 • B-26 7/03/97 D-2j 2/07/97 J-3 8/01/97
23 , , B-27 8/01/97 . .0-2k • ' 2/07/97 J-3b 2/07/97
• 24 B-28 10/06/99 D-2I • 2/07/97 J-3c 2/07/97
25 B-29 4/24/98 0-2m 2/07/97 J-3d 4/02/99.
26 B-30 8/10/98 D-2n 2/07/97 J-5 • 8/01/97
27 ' D-2o . 2/07/97 J-6c 2/21/97
28 C-1 7/31/98 D-2p 2/07/97- J-6f ' 2/21/97
29 C-la 1/08/99 D-2q • 2/07/97 J-69. 8/01/97 •
30 C-lb#1 1/08/99 D-2r 2/07/97 J-6h ' 2/21/97 •
31 C-1 b#2 • 7/31/98. D-2s 2/07/97 J-7a 8/06/99
32 C-1 c ' 1/11/97 ID-:2t 2/07/97• J-7c 6/19/98
33 C-1d - 1/11/97 D-2u1 • • 4/18/97 . • J-7d 4/24/98
34 C-2 5/22/98 D-2v 2/07/97' J-8a 8/01/97
35 .0-2a ' 7/17/98 D-2w. ' 2/07/97 " J-9a 4/28/98 -
36 C-2b 6/12/98 D-2x 2/07/97' '. . •J-10 7/18/97 •
'37 C-2c 1/08/99 D-2y 2/07/97 . J-11a 4/02/99
38 C-2d 5/22/98 D-4 12/11/98 •
• 39 C-2e 1/10/97 . D-6 6/19/98 K-1 12/01/95
40 ' C-2f • • 1/10/97 , D-7 10/06/99. , K-2 12/01/95
41 - • C-2g 3/28/97 D-7a 10/06/99' • K-3 12/01/95
42 C-2h 1/10/97 D-9 12/11/98 K-5 12/01/95
43 C-2i 1/10/97 K-7 12/01/95
44 C-2j 6/12/98 E-1 2/07/97 K-8 12/01/95
45 . C-2k • 1/10/97 E-2 5/29/98 K-10 . 12/01/95
46 C-2m 7/03/97 E-5 5/29/98 K-11 • 12/01/95
47 • C-2n 1/10/97 K-13 12/01/95
48 C-2p 1/10/97 F-1 9/12/97 K-16 12/01/95
49 C-3 8/10/98 'F-2 8/27/99 K-17 12/01/95
50 C-3a 1/10/97 F-2a 12/8/95 K-18 12/01/95
51 C-3b 1/10/97 F-2b 3/14/97 -
• 52 C-3c 8/01/97 F-3 9/12/97 L-1 2/07/97
53 C-4a 1/10/97 G-2 7/02/98 . L-2 2/07/97
54 C-4b 8/13/99 G-2a • 7/02/98 L-3 5/24/96
55 C-4e 7/31/98 G-3 7/02/98 L-5 • 7/31/98
56 • C-5 1/10/97 G-3a 7/02/98 L-5a 7/31/98
57 . C-6 1/10/97 G-4a • 4/02/99 . L-6 1/10/97
58 • •
59
60
SR 167
1105 VIC TO SR 900 COUPLET
00A002 (03/01/00) • 52 •
•
L
I I • 1 I
•
N
T.23N. RN,SE. W.M.INDEXWm ?tit t
U '^ 1 y RE ' ON = z z r, W
W ■ a AIR'' RT.L a> W W B i
W > > N
S 124TH ST rig a a < a '� _ fr
N 6TH ST � L
PLAN . i
• 1•
z m.
)11111nE A
A.41111111)11111141111.,SHEET \ :/ 1144,1
REFERENCE. N 01, kJ- 'Milli yeDDok
70
NO No TITLE i Am 1"6--.1III
A �►4 ��� Apoi ,s,
SS
co 1I INDEX / VICINITY MAP•
s LANGSTON RDS 732NDU 2 - 3 S0 1 - $0 2 J : N/SIGNlNG
UMMARY OF A '� S 133RD ST ® AIRPORT WAY' '"I'
to OUANT �F B �/�
4 - 6 OT 1 - OT 3 7 518 - 15 1P8 PLAN "4.4040. 1
� ��v 16 - 18 MDI - MD3 MISC. DETAILS 13 900q ��iil� Boo S� %�� \ 17 `,
~ !
r 19 MD4 DRAINAGE MARKING LOCATIONS �G� � ��4,S1o�1��®I��il s. F•}
v.
co 20 /Am �°
27 - 29 M05 NOISE SHIELD DETAIL �iOck R :- 4 -4 .a ®11 Mille \ y yN 21 - 26 DLI - DL6 DETECTION LOOP PLAN cTY30 - 33 LI - L3 ROUND LOOP DETAIL pEip FI1Ir `
ITN 174 ITS PLAN a \ 7---+-1:
34 - 36 [TO1 - I TD3
VALLEY sw 7TH ST he " ' 3;
ITS DETAILS S 7TH ST,
Oy
37 - 38 CS1 - C52 CONSTRUCTION SIGN SPEC IF I CAT I ON• iiiS
G�p 111
pp 39 - 40 CI - C2 CONSTRUCTION SIGNS 'ate Q
p 41 - 47 -
a 1TC7 : TRAFFIC CONOTROL wA�
48 - 49 SD1 - SO2 - - caAp7
`'- � DETOUR StCN..SPECIFICAU:IONS - - ---" -
,
, _ _;Dl. r-". :: DETOUR'*PLAN,�BR2,&,.CR2a . .._ ..r,_...:::. :::-_.,:. -
•
5 I
E. OUR PLAN (YN11.,_ -f.-„,L,-;.,:::=7',. ,_-........__,.__.,--.__ - 24
x-. F,I.
NT
y.
•
- AVE RUR - - - -'
-'''j:� BAN
s
s--
E D NH I '---:
S QST
_ . " ,. _ _ ,.. 0. 67 (029) � �. � ! - - - - ..
W� 16TH
:
29
•
END. PNov l�
JECT *iii'"- -_ - �
a
p r
-. - 167 • •
2
2
•
_
. . a.. _ .,-":-y,.:: : S_TA._ 4.6+,0.3:3:000: �� -n
cc"
•
III
, -.• ;,., _. - .:. - ., - _..:__..-" .;. -.. .' -. - _ .. 'STRANDER •-•
- -._ _ .27TH_ - - - .__ .- .. .. _... -.
BLVD , ,�. = .._ ,� IIII .-.-:-
r
us
J y F
25 3 W _ 1 SE SEiinik
CO . ST
.4 0 31ST Nii
ST
BEGIN NH-0167 (029) • SW 34TH.
ST N
PRELIMINARY PLANS BEGIN PROJECT W _ ssa
Y cs...J \Ni.
O
.(
SUBJECT TO CHANGE SR 167 MP 25.00 ¢
7/2000 a
DATE• ) ¢ _ SW 41ST ST SE 176TH ST
• Proo Set 3/1/200c) STA 42+325.000 z S 1 0111'1
��
ST SE 43RD ST D
- ipP80TH RD SE!S 180TH STI Nnill
PLAN W Eli e a
REFERENCE ,�+ ?___J I
NO. NOTE: ALL SHEET REFERENCES, FIRST NOS. OF STRUCTURE CODE DESIGNATIONS Q Ul 4 F
NORTHWEST REGION — AND MATCH LINE SHEET REFERENCES,"ETC., THROUGHOUT THE PLANS. g x 32 33
PROJECT DEVELOPMENT SHEET REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER BOX.
cc I I I I r N
SHEETS - •
0 ' 250. 500 , 750 ' 1000
SCALE IN METERS
— REo01 STATEFED.AID PROJ.NO. - -
DESIGNED BY K. HALL 1/3/00 — - I
10 WASH SR 167
ENTERED BY P. DO 1/3/00 Washington State 1-405 VIC TO SR 900 COUPLET
ALL SHEETS OF THESE PLANS SHALL CHECKED BY A. AMIRI 1/3/00 ,)08 HUMBER NH-0167(0291 Wil
g SHEET
SIGNADEENEAFC STAYAPVON THIS SHEET 'I/ De artment of Transportation
PROJ. ENGR. G. L. McKEE 1/3/00 OOA002 p P
REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT H0.-
APPROVED DATE DATE - REVISION BY INDEX / VICINITY MAP JETS
SUMMARY.OF QUANTITIES I DOT RGG900
3!1/2000
SUB TOTAL SUB-TOTAL GROUP 1 GROUP 2 GROUP 3
ITEM TOTAL SECTION SECTION STD, SR 167 SR 167 THIRD
NO I-072(1) I-07.2(2) ITEM UNIT ITEM
QUANTITY OF OF N0. 42+325 44+690 PARTY
STANDARD STANDARD TO TO DAMAGE
SPECS SPECS 44+690 46+033
I I I I I I I PREPARATION
1 1 I LUMP SUM I I LUMP SUM 0001 L.S. MOBILIZATION I I _
2 I I I I 1 LS. L.S.
3 I 5.00 I 6.00 (0540 1 m2 REMOVING( CEMENT CONC.SIDEWALK I 6.00 t
I I 5.00 10545 1 m I REMOVING CEMENT CONC.CURB AND GUTTER 5.00
14 1 1345,00 I I 1345.00 10900 I m REMOVING TEMPORARY PAVEMENT MARKING I 825.00 520 00 L
1 5 1 58.00 I I 58.00 1 0904 1 EACH 'REMOVING PLASTIC TRAFFIC ARROW 1 1.00 57.00
6 253.00 253.00 0908 m2 REMOVING PLASTIC TRAFFIC MARKING1
(7 I 50.00 I I 50.00 1 0201 I EACH REMOVING TRAFFIC BUTTON �25J L I I I I I I I
•
I 67.40 I 67.40 10208 I HUND (REMOVING RAISED PAVEMENT MARKER I 36.30
1 L 31.10 36.30
L I 15.54 I I I I LIQUID ASPHALT L
I I 15.54 8722 I t (ASPHALT FOR TACK COAT I 8.12 7.42
10 1 6870.00 I ( 6870.00 15334 I DOL (ANTI STRIPPING ADDITIVE I 3,590.00 3,280.00 L
LI I I I I I I
ASPHALT CONCRETE PAVEMENT
11 I 15200.00 I I 15200.00 15703 I 001 CRACK SEALING I 7,100.00 8,100.00 1
12 I 38625.00 I I 38625 00 1 8840 I m2 PLANING BITUMINOUS PAVEMENT5,775.00 32,850.00
13 I 400.00 I I
( 400 00 88641 1 t (ASPHALT CONC.FOR PRELEVELING CL G PG 64-22 I 400.00
14 6970.00 I 1 6970 00 (8823 ( t (ASPHALT CONC.PAVEMENT CL B PG 64-22 - ( 2,430.00 4,540.00
1 15 1 10970.00 I 1 10970.00 1 5830 1 DOL (JOB MIX COMPLIANCE PRICE ADJUSTMENT - 1 5,600.00 5,370,00
16 5500.00 I I 5500.00 1 5835 I DOL (COMPACTION PRICE ADJUSTMENT ( 2,900.00 2,00.00
LI I I I I I --
•
I I I I I •EROSION CONTROL AND PLANTING'
17 2000.00 I I 2000.00
-
16469 I DOL (TEMPORARY WATER POLLUTIOWEROSION CONTROL' * - 1,000.00 ' 1,000.00
. -
.
18 I I I TRAFFIC` -
( ( m ICEMENT'CONC BARRIER CURB AND GUTTER_ ``
•
5.00 1.
19 5000.00 I I 5000.00 1 7444 ( DOL (REPAIR IMPACT ATTENUATOR ( 5,000,00
- - -. ..
3 00 17447 I EACH TRUCK MOUNTED IMPACT ATTENUATOR
( .2.00 _ 1.00 _.. _
400.00 ( .. I. 400 00 (7449 I HOUR (OPERATION OF TRUCK MOUNTED IMPACT ATTENUATOR
._._...,_.. ._.. _.._.. 280.00 120.00 : -_ _ ._ j2I --4910.00'-' � i4910 00 9249I m PAINT
4,680.00- 230.00
23 1915 00 ( .1915 00 I ( m I PAINT EXISTING TRAFFIC CURB
U- 50.00." 1,865.00` . .
24 92 00 I I 92 00 (fi819 I EACH PLASTIC DRAINAG
.
25 1650.00
��
16¢0 00 1 9257 1 m (PLASTIC GORE STRIPE - • _. -
_.. .
26 580.00 .
L-L I I 1.616.00 _ ' 34.00 - -- ..
58000 192851 m IPAINTEDDROPLANESTRIPE" . .r.__._,-_--. ...... .. . ......-_-._.�_ .....- _- _
_s<,::: 27 I 580.00___ : -
- 1 158.00 7,•. I 158 00 1 9289 m2 PLASTIC-CROSSWALK -"- -
I ( ROSSWALK STRIPE -'--••"-_.___._ .�________. ____ _...
( - 158.00
S58
I 158.00
_......_ .:. 29 61 00 I I 61 00 1 6833 I EACH (PLASTIC TRAFFIC ARROW
r,.-.--- r:--::='r" `° _ .1.00- _. ,
30 140 00
140 00 (6871'( F11CH I PLASTIC TRAFFIC LETTER' " "'
31 3 00 140.00 •
I� I .,
3 00 16877 ( EACH 1 PLASTIC PREFERENTL�L LANE SYMBOL TYPE-1-- 3.00 - -- -
32 3.00 ( I 3.00 16877 ( EACH I PLASTIC PREFERENTIAL LANE SYMBOL TYPE 2
t I- 62.00 I I 3.00
33 18 30 ( 62 00 68821 ( HUND (RAISED PAVEMENT MARKER TYPE 1
I 18.30 68841 I HUND (RAISED PAVEMENT MARKER TYPE 2 I7.10 2420 11237.800
35 I 13600 00 I I 13600 00 19310 I m (TEMPORARY PAVEMENT MARKING ( 5,800.00 7,800.00
36 LUMP SUM I I LUMP SUM 1 6890 I L.S. I PERMANENT SIGNING ••
37 34.00 I L.S. L.S. .
38 1.00I I 34 00 1 9335 ( m2 (SIGN COVERING ( 34.00
39 15.00I I 1.00 I I EACH I LOOP REPLACEMENT TYPE R1 1 1.00
4 18 00 ' 1 15.00 ( I EACH (LOOP REPLACEMENT TYPE R2 ( 15.00 I I
( 18.00 ( I EACH I LOOP REPLACEMENT TYPE R3 ( 18.00
41 1.00 I I 1.00 1 7715 I DOL (FORCE ACCOUNT LOOP TESTING ( 1,00
42 1700.00 I I 1700.00 1 6956 I HOUR I SEQUENTIAL ARROW SIGN I1
43 ( LUMP SUM I ( LUMP SUM 19380 ( L S (TEMPORARY TRAFFIC CONTROL DEVICES 1 7L.S. 1,000.00
44 ( 2500.00 ( I 2500.00 (6979 1 HOUR 1TRAFFIC CONTROL LABOR 1 L.S. L.S.
I 1
I 800.00 1,700.00 1 I
. I 45 1 90.00 ( ( 90.00 (6968 ( DAY (TRAFFIC CONTROL VEHICLE 45.00 45.00 I I
(
46 900.00 ( I 900.00 16972 ( HOUR (TRAFFIC CONTROL SUPERVISOR 250.00 650.00 1
47 ( 78.59 ( ( 78.59 19398 ( m2 (CONSTRUCTION SIGNS CLASS A
52.67 25.92
GROUP LEGEND: GROUP NUMBER SR CONTROL SECTION TAX SCHEDULE
•
1 167 FUND PARTICIPANTS ,
176505 ** FEDERAL,STATE
2 167 176506 ** FEDERALSTATE
3 167 •
STATE
176506 �* STATE
REGION STATE FEDERAL AID PROJECT.NO.
1B WA PRELIMINARY PLAN S SR 167 5g1
Washington State 1-405 VIC TO SR 900 COUPLET SHEET
JOB NUMBER SUBJECT TO CHANGE - 2
00,4002/1 Department of Transportation
•
DATE CONTRACT NO
REVISION DATE: "
BY 000000 SUMMARY OF QUANTITIES SHEETS
I _ .
SUMMARY OF ÔUANTITJ.ES °°T RGG900
3/1/2000
SUB TOTAL SUB TOTAL GROUP 1 GROUP 2 GROUP 3
ITEM TOTAL SECTION SEC IT ON STD. SR 167 SR 167 THIRD
NO 1-072(1) 1-072(2) ITEM UNIT ITEM 42+325 44+690 PARTY
QUANTITY OF OF NO. TO TO DAMAGE
STANDARD STANDARD 44+690 46+033
SPECS SPECS
•
OTHER ITEMS I I I I I
1 I I I I
48 6.00 6.00 9475 m2 CEMENT CONC.SIDEWALK 6.00 I I I I I I
49 1000.00 1000.00 7715 DOL FORCE ACCOUNT REPLACE CEMENT CONC.CURB 1,000.00 I I I I
50 5000.00 5000.00 7715 DOL FORCE ACCOUNT REPLACE CATCH BASIN 5,000.00 I I I I
51 3900.00 3900.00 7715 DOL FORCE ACCOUNT ADJUST DRAINAGE,VALVES.AND MONUMENTS 900.00 3,000.00 I I I I I
52 72.00 72.00 EACH TEMP.DRAINAGE STRUCTURE COVER 35.00 37.00 I I I I I I
53 600.00 600.00 7400 HOUR TRAINING 300.00 300.00 I
54 1000.00 1000.00 7490 DOL ROADSIDE CLEANUP 500.00 500.00 I I I I I
( 55 I 5000.00 I I 5000.00 17725 I DOL (REIMBURSEMENT FOR THIRD PARTY DAMAGE 5,000.00
( 56 ( -1.00 I I -1.00 17728 I DOL (MINOR CHANGE -1.00 I I I ( I
57II LUMP SUM ( I LUMP SUM (7735 I L S (SPILL PREVENTION PLAN ( ( ( ( I
I I I ( I I ( L s. L s. I I - I I
•
•
•
•
•
GROUP LEGEND: GROUP NUMBER SR CONTROL SECTION TAX SCHEDULE FUND PARTICIPANTS
1 767 176505
2 FEDERAL,STATE
167 176506 tt FEDERAL,STATE
3 167 176506 It* STATE .
-
REGION STATE FEDERAL AID PROJECT.NO. SR 167
— 10 WA PRELIMINARY PLANS F Washington State 1-405 VIC TO SR 900 COUPLET SHEET -
JOB NUMBER SUBJECT TO CHANGE Department of Transportation 3
'�/,I
00A002/1
DATE CONTRACT NO DATE
• -
REVISION BY 000000 - SUMMARY OF QUANTITIES 4 s
•
•
•
. QUANTITY TABULATION
GENERAL NOTES:
0
NOTE: • cc co m w w . ALL STATIONS APPROX.
THE FIRST NUMBER OF THE v v z w w w F SEE SPECIAL PROVISIONS
"CODE"BELOW REFERS TO LL LL acc • ¢ g m
i Lu w
THE SHEET NO.OR THE SHEET j LL- co
p w ¢ cc
cc
1 CURB (LENGTH INCLUDES LEFT AND
REFERENCE NO.SHOWING THE ~ 0 o¢.. ¢ a. w Y cc F- w
- v J w CO RIGHT SIDES).
CONSTRUCTION FEATURE. wo i 1- ¢ o CCU' w z z
THE SECOND NUMBER REFERS TO 11J z LU ao CO a_ LL LL w LL _ g ? 2 ISLAND
THE CONSTRUCTION FEATURE 0 0 o E cn o o m a cc }
FOUND ON THAT SHEET. 5 > z j w c~iJ w v o o CO v v v U J 0 z 3. FOR PLASTIC DRAINAGE MARKING, SEE
O O Y O Y )- 1 P I- R. i- r- R. � O F O o w w
cc g cc z z z cn cn cn c„ m � m w c0 SHEET MD2.
w w ¢ w ¢ . • Q < 3 • � g � w
m cc 2 cc 2 O- a a. a n_ a a n. a cO O_ cn CO
CODE LOCATION EACH M2 HUND M M M M M2 M EACH EACH EACH HUND HUND
• P1-P5 42+325 LT&RT TO 44+740 LT&RT 9.9 7.6 2.4
P1 42+325 TO 43+122 160
P1-P5 42+325 TO 44+690 4650
P1 42+444 4.5 RT 31
P1 44+055 RT 1 •
•P1 42+597 4.5 RT 3 .
P1 42+749 4.5 RT 3 • _ 1
- - P1 42+874 4.5RT =
- - - - -- - -- --
P1 42+968 4.5 RT . _ - . 3 ._ - - -- -�� -
P1 42+323.35:T0 43+121.269 •
2 7 800 - --
P1 43+121 to 43+701 ... .._.. ,_.- _ - ----
. 2 O.Z .
7 2.3
•
• -• P1- 43+121.269 TO 44+690'. - -- " - 5.2 :_
3.9 1.3 -
- -
P9 43+1224.5 RT--.. ..._. . . .. . . _._.-_._ 3 -
2-P3 43+1238 043+701'9:98 RT... 580
.
P1-P2 43+701 l O 43+980. 280 i • . . ...:
P1-P2 43+702 TO 43+900197 - . . .-- _ . __ _.
_. . ._._.__ . . .. .. _ ...
P2 X43+900 9.3 RT TO 43+980:0 9:3 RT.' 160
P2 43+890 TO 43+980 RT- - 7 _.... ...
- - - 3
P2 43+900 TO 43+980 32 0.30 . ...-
.2 0.1 .
_. .. . .,.
P3 44+250 TO 44+350 1.2 1.2
P3 44+352 TO 44+375 10 50
P3-P4 44+390 TO 44+465 0.3 L_- 0.2 0.1
P4 44+479.6 9.17 RT TO 44-512.04 9.17 RT 65
P4 44+480 TO 44+512 13
P4 44+480 TO 44+6071.8 • 1.8
P4 44+572 TO 44+607 10
P4 44+592 RT TO 44+607 RT 50
P4-P5 44+607 TO 44+690 0.3 14 0.2 0.1 • •
P4,P5 44+640 TO 44+690 1 30 50 • - 2
P4-P5 44+677 TO 44+690 3 0.1 0.1 0.1
P4 44+678
1
P5 44+690 TO 44+720 -" 0.2 35 0.2 0.1 1
P1-P2 44+690 TO 44+722 0.1 0.1 0.1
P5 44+690 TO 44+723 33 1
SHEET TOTAL 1 253 31.4 4680 118 1616 580 1 3 3 24.5 7.3
REGION NO. STATE FED.AID. PROJ. NO. ENVIRONMENTAL&ENGINEERING _
• DESIGNED BY P.KIMES 1/03/00 • 10 WASH SERVICEC T Washington State SR 167 QT.1
' ENTERED BY P.KIMES 1/03/00 PRELIMINARPAIS Department of Transportation I-405 VIC TO SR 900 COUPLET
CHECKED BY G.SANCHEZ 1/03/00 JOB NUMBER
PROJ.ENGR. G.L.MCKEE 1/03/00 - 00A002 SUBJECT-TO CHANGE SHEET
REGION ADM. J.OKAMOTO 1/03/00 CONTRACT NO. - n QUANTITY TABULATION 51
DATE DATE REVISION BY DATE. SHEETS
QUANTITY TABULATION
0
GENERAL NOTES:
NOTE: m w ALL STATIONS APPROX.
THE FIRST NUMBER OF THE v v z D w w w z SEE SPECIAL PROVISIONS
"CODE"BELOW REFERS TO . u_ LL g v E a , g w w
THE SHEET NO. OR THE SHEET LL w oCC ¢ ¢ 1 CURB(LENGTH INCLUDES LEFT AND
REFERENCE NO.SHOWING THE c) a < n_ z ¢ ¢ w z z w RIGHT SIDES).
CONSTRUCTION FEATURE. ; ; 5 m v v z z o
THE SECOND NUMBER REFERS TO qaa4 co
z w a CO
CO w a w w N w LU
w z
w a a
:t--
LL w LL g 2 ISLAND
THE CONSTRUCTION FEATURE o o c� z cc X 0 0 0 a a > CC a
FOUND ON THAT SHEET. > > z > w cn w v o c) c� 0 c� c� J c.D a z 3. FOR PLASTIC DRAINAGE MARKING,SEE
O O Y O Y r- F- i- 1- F-• f= r= O ,- O 0 a w
g g a. 2 � z z z cn cn cn cn m � m Lu w o SHEET MD2. .
w w ¢ w ¢ ¢ : ¢ g : c) 5 )- W
a ag a § a a a a a a a a 0- (0 CL CO g g CO
CODE LOCATION EACH M2 HUND M M M M M2 M EACH EACH EACH HUND HUND
Ps 44+690 TO 44+724 34 -
P5 44+690 TO 44+727 0.1 0.1 0.1
P5-P8 44+690 TO 46+000 .57 35.9 60 140 37.4 10.9
P5-P8 44+690 TO 44+740 230 I
P5 44+723.1 CTR TO 44+723.1 14.3 RT 6 14.3 I "
P5 44+725.2 17.5 LT TO 44+743.4 17.5 LT 12 - 12 •
- P5,P6 44+740 LT&RT TO 45+123 LT&RT -
P5 44+749.1 12.2 LT TO 44+754.0 12.0 RT 17 17 •
• PS,.. 44+752 TO 44+963 .. • • 426 ............ . ....... . . ... ._..
P5,P.6..44+960 TO 45+100 • • 282 :. _ .
- - -..
2.
P5 44+690 TO 44+722 - . : 6 - -: -. ..,.___.-... .,_., . ,.-... -- _ __.,_._. -..- -•- ._.. .. -- -
P5 45+028 3.67 RT TO 45+097 3.67 RT - - - •
•
P6 45+080 TO 45+120 LT&RT
Ps -: 45+082 TO 45+100 LT- 27 . .. , -- _--
1
Ps 45+094.0 16.8 LT.TO 45+1-11.6 3.9 RT 14 - . - 14 -:: -._
' P6 - 45+097 TO 45+120 RT . . 53 ..
2 .
P6 45+101.53 CTR TO 45+110.6 10.67 RT 6
P6,P7 45+123 LT&RT TO 45+478 LT&RT. - . . . .. .
P6 45+135.2 3.6 LT TO 45±1.35.2-17.9_LT- :.- .: 6 14.3 -...
_
P6 45+136 TO 45+250 151 • -- - ... . ._-_ .. ...... ... . . .....-.
- - 1;2
Ps 45+137 TO 45+147 10 - - 1
P6,P7 45+376 TO 45+461 177 2
p7 45+461.7 7.8 RT TO 45+465.1 14.6 LT 14 14
P7 45+470.1 15.0 RT TO 45+484.9 17.0 RT 10 10 •
•
P7 45+471.2 19.0 LT TO 45+485.0 19.4 LT 4
•
p7 45+478 LT&RT TO 45+695 LT&RT -
p7 45+489.8 14.2 LT TO 45+490.7 12.1 RT 17 17
P-7 45+491.7 CTR TO 45+491.7 14.3 LT 6 14.3 -
P7 45+492 TO 45+521 58 1
P7 45+650 TO 45+676 52 1
P7 45+673.9 11.4 LT TO 45+684.2 11.9 RT 17 17
P7,P8 45+695 LT&RT TO 45+865 LT&RT •
P7 45+707.1 12.5 LT TO 45+714.9 12.5 RT 17 17 - -
P7,P8 45+713 TO 45+849 270 - 1,2
SHEET TOTAL 57 - 148 36 230 1506 34 122 58.9 60 140 37.5 11
REGION NO. STATE FED.AID. PROJ. NO. ENVIRONMENTAL&ENGINEERING _
DESIGNED BY P.KIMES 1/03/00 10 WASH I 1 � Washington State SR 167
ENTERED BY P.KIMES 1/03/00 PRELII ' r ' `� 7; Department of Transportation 1-405 VIC TO SR 900 COUPLET aT2
CHECKED BY G.SANCHEZ 1/03/00 JOBNUMBER SUBJECT TC rn- --.i`?,,-
PROJ. ENGR. G.L.MCKEE 1/03/00 00A002
REGION ADM. -OKAMOTO 1/03/00 coNTRacTNo. DATE. QUANTITY TABULATION
DATE DATE REVISION BY • . 5}
SHEETS
1
QUANTITY TABULATION
o I GENERAL NOTES:
NOTE: cc co
ALL STATIONS APPROX.
THE FIRST NUMBER OF THE ¢ z I SEE SPECIAL PROVISIONS
w
"CODE"BELOW REFERS TO L LL in v o_ Lu
z cc g w
THE SHEET NO.OR THE SHEET I- -' 1 CURB
REFERENCE NO.SHOWING THE 1- ¢ `"` w w < (LENGTH INCLUDES LEFT AND
o z J w �- I= g CO RIGHT SIDES).
CONSTRUCTION FEATURE. ��„ .--7-
m cc
co LLI III z z o
THE SECOND NUMBER REFERS TO a a CO
cc w z o ILLILT CC w Lu wLu L.0
z 2 ISLAND
THE CONSTRUCTION FEATURE a '-ec co cc
o o o CC } it > > in
FOUND ON THAT SHEET. > j z > w w o wo o o o I- o U J o 3. FOR PLASTIC DRAINAGE MARKING, SEE
0 0 O Y H ,- R.
cc z z z n u~, c;m �; m cw7 SHEET MD2.
al
ol
ol
ol
CODE LOCATION EACH M2 HUND M M M M 'M2 M EACH EACH EACH HUND HUND
P8 45+835 TO 45+890 LT&RT
P8 45+842 TO 45+849 - - .
Ps 45+843.6 12.9 RT TO 45+852.1 11.9 LT 7 17
1
Ps 45+847.1 16.1 RT TO 45+862.9 16.1 RT 7 7 _
Ps 45+855 TO 45+862 21 - 1 .
P8 45+857.6 16.1 LT TO 45+857.3 17.0 LT 12 - 12
Ps 45+865 LT&RT TO 46+033 LT&RT I - -
•Ps .45+875 TO 45+890 LT _
-
42
12
' - -
P8: 45+880"TO 45+958
118
P8. 45+880.0 CTR TO 45+880:0.LT -_.: . _. , 6
P8- 45+890 13.90 LT TO 45+911-14:24 LT`. - :1 - .. _
1"2
P8 46+023.6 CTR TO 46+023.6 RT.. = . .... 5
P5. .HARDIE-AVE. ;..,.-.7-. _,-. .._ .. . 36
2.
P8 SR 900(3RD Si) 52
-
•
SHEET TOTAL 37 291 36 25.1
PROJECT TOTAL 58 438 67.4 4910 1915 1650 580 158 84 61 140 3 3 62 18.3
REGION NO. STATE FED.AID. PROJ. NO. ENVIRONMENTAL&ENGINEERING
DESIGNED BY P.KIMES 1/03/00 10 WASH PRELIi '� ` 'ANS De artm ent of Transportation SR 167 QT3
ENTERED BY P.KIMES 1/03/00 P P 1-405 VIC TO SR 900 COUPLET
CHECKED BYR. G. .M CHEZ 1/03/00
0 JOB NUMBER SUBJECT TO CHANGE SHEET
6
PROJ.ENGR. G.L.MCKEE 1/03/00 gA002 S
REGION ADM. J.OKAMOTO 1/03/00 CONTRACT NO. DATE: QUANTITY TABULATION 5oc
DATE . DATE REVISION BY
SHEETS
- Sign Specifications - I �
• Roadside Sign. Structures = .
• LOCATION SIGN SIZE SHEETING LETTER SIZE POST POST , POST LENGTH CLEARANCE
SIGN# SIGN CODE NUMBER (STATION NUMBER) X . Y TYPE OR CODE MATERIAL SIZE H1 H2 H3 H4 V W REMARKS
R-1 S 405,.SEATTLE/BURIEN 44+392 RT (2400) (2400) - REMOVE SIGN FROM BRIDGE • •
. 2 E6-101 44+392 RT 3000 _ 2100 I CODE B. • MOUNT ON BRIDGE, CN1
•
3 • W4-3R 44+590 RT 1200 1200 III OR IV WOOD 4 X 6 4.6 2.1 4.2
•
4 R9-3B (L) 44+723 LT 450 300 III OR IV 75 C/75 B • - 2.1 MOUNT ON MAST ARM
5 • R9-3B (R) • 44+727 RT 450 300 III OR IV 75 C/75 B 2.1 MOUNT ON MAST ARM
R-6 - W12-2 45+074 RT (900) (900)• REMOVE SIGN
R-7 W12-2 45+074 RT (750) (300) •
REMOVE SIGN MOUNTED WITH R-6
8 W12-2 (13'-7") 45+074 RT 900 900 . III OR IV 300 D MOUNT ABOVE SIGN 9
9 W12-2 (MOD) 45+074 RT 750 300 III OR IV 3C CN1 MOUNT ON LUM.
10 D3-302 45+074 RT (900) (200) RELOCATE AND MOUNT ABOVE SIGN 8
11 R9-2 45+127 LT 300 450. III OR IV - 50 b 2.1 MOUNT ON EXISTING POST
- 12 R9-36L 45+142-RT- 450 300 : III OR IV ;75 C/75 B . - -
R-13_. ,CLEARANCE 13 FT 7 IN 45+408.
:RT _ :(2700);' (450) ::-.1:"::',:±..-.'..._., •
. W1.2-301- MOD. - -. --2:06.-:-:,- =__-:- - _� : . ..__........... . ... ; :.,:__... .. . - ...... -
( OD) . ,45+.404R _. --- -1- - _- -- - -, . _.: -._ ._ - :- _
..... T.,- ::450.. III OR.IV - .;t:,.- .
.. ..._... . _- -•- .150 D/ 0._ u�.:.,3 "_: ::.-::, - ,_ .. . -. .. _.. ._
W .', (600Y;,:-.: - - - .-- ___<�__...._ ... - _ .. NT:ON BRID.GE..CN-: `. - - - -- - -
45.._
X21-L, _- -
- .
........:........ __ . -. __.. ., . - - - EMO - - - - -- -
. ;.::r ...;.. _, R VE-SIG FROM:BRIDGI=`PIER::�:..�:._�.. -.<�'T.�_��:�'-_�:� T:.
.---,(--.16...; •:---< - =UV12-401E 45+ _
- 421,LT - - 300: ., 900 -. III OR IV . ,,:,: . :. - ,.- . _ _.. -:... - _ _ _.. ---- _ _�
17 :_.:_.......R9_2. BRIDGE
45+877 LT 300..4 4 0 1110R:IV .,-..j IER,,CN1_::. ., _. '.., u_„
'�� 50 D •
-18-x,- : : , ;;;::-.- .R9=2; ;: ~, .__. .. . ::..... .. . ... .. . ... . . - _ - — --
� MOU
: .•.45+868,RT- _. _ .. . .- 300 -:,•:.450 ; - -. ._.. ..
III OR IV 50 D; .._ ;;_:: =-
, .:_;x... •.2:1
• , - MAST ARM .. - ._ .. __ - ..
NOTES: SIGN SIZES SHOWN-IN.MILLIMETERS (WITH REMOVALS IN PARENTHESIS), POST SIZES IN INCHES,AND POST LENGTHS AND 'V"& 'W' CLEARANCES SHOWN IN METERS.
POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR.TO FABRICATION.
FOR STRUCTURE AND MOUNTING`DETAILS SEE STANDARD PLAN SHEET SERIES "G".
FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL.
TOTAL SIGN REMOVAL= 9 SQ.M.
•
CONSTRUCTION NOTES: -
1. SAME LOCATION AS EXISTING. • •
REGION NO. STATE FED.AID.PROJ.NO. ENVIRONMENTAL&ENGINEERING
IESIGNED BY „ 1/3/00 10 WASH SERVICE CENTER �` SS1
ENTERED BY p KIMFS 1/3/00 Washington State SR 167
:NECKED BY A AMIRI 1/3/00 JOB NUMBER PRELIMINARY PLANS '�/ Department of Transportation 1-405 VIC.TO SR 900 COUPLET
'ROJ.ENGR. G L McKFF 1/3/00 SHEET
DIST"ADM. :c 00A0°2 SUBJECT TO CHANGE
3/00 CONTRACT NO. • 1GF
DATE DATE REVISION BY SIGN SPECIFICATIONS rJS
CURVE DATA
P.I. STATION DELTA RADIUS TAI LENGTH
-
SR 167 42+535.745 20'25'25" 1831.918 331 653.004
O SR 167 43+806.732 II'O0'00- 1746.375 16!'__-,335.280 - I T o 2 3 N O 1 R
. 5E . OM o
BEGIN NH- 0167 ( 029 )
BEGIN PROJECT
SR 167 MP 25 . 00
> SR 167 42+205.741 = STA 42+325 . 000 SR 167 42+858.745 P.T. = '';---555550
SR 167 43+638.575 =
o L 1102+38.70 P.T. -Cl ‘
a L 1080+96.30 P.C. BEGIN NORTHBOUND L 0127+97.20 P.O.T. BK. _
SR 167 OVERLAY I k EE 975+33.20 P.C. AHD.
i I ;
CI
Q x I- --- --- -
II CI
_x_ _x trr ------------_ __
—
_ �: _
///////!//f////%/I////////////!/I/III/I
II O BEGIN
.. II IT
IT
— — __ _
--------' - II II C
--
_.3 II -
-
6
o_
7.
11'
1'
1
F
� ... ._ -_.__ _._.......__�_--' •---,v._,,,.; - __;_-.:,..�.. _ - -- ------- - - — ----- _- 9°28.36-,y_ - N 9'2836"" W.- _ - -
---- — — --
SIR N
6-OU
7;.
16W
�r SFS,. 1.67
•
T.
--===h
Imo-- - - 1
- -------------- -.- - - -
--
3
:6 •b
I-
�_. .._ a._.. BEGIN - II. - - - - - - - - - - - - - - - - - -
.Ih , u
II
II
o_ ®BEGIN \II
©« ®• ©* I ::
„• 0 0 III
, u
OVERLAY LIMITS
LEGEND
0 EDGE STRIPE O5 DOUBLE YELLOW CENTER LINE STRIPE
2( LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE
O3 GORE STRIPE O7 PAINT EXISTING CURB
0 DROP LANE STRIPE
SIGN NOTE q SINGLE POST SIGN (EXISTING)
R- SIGN REMOVAL NOTE eI SIGNLE POST SIGN (NEW)
• SR 167 43+121.269 NEW LOCATION h EXISTING OVERHEAD SIGN
END GORE STRIPE (6.0 RT)
GENERAL NOTES: BEGIN LANE STRIPE (6.0 RI) SIGNRELOCATIONNOTE I+ NEW OVERHEAD SIGN
AND END LANE STRIPE (9.3 RI)
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO BEGIN DROP STRIPE (9.3 RT) � EXISTING LOCATION 2 EXISTING CATCH BASIN
JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961. AND BLACK'RIVER TO
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. 0 10 20 30 40 50 EN• SR 167 43+701.608 . _I EXISTING CULVERT D2 EXISTING GRATE INLET
2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS END DROP STRIPE ---
BEGIN GORE STRIPE ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
REGI°" STATE FED.AI D PROJ.NO. D[� M
no. t [����aC' L SE V � GINEERING
DESIGNED BY K. HALL 1/3/00 10 WASH
ENTERED BY P. DO 1/3/00 SUBJECT I O CHANGE WashingtonSR 167 P1
CHECKED BY A. AMIRI 1/3/00 JOS NUMBER State 1-405 VIC TO SR 900 COUPLET
PROD. ENGR. G. L. McKEE 1/3/00 00A002 DATE.•
Department of Transportation SHEET
REGIONAL ADM.J. OKAMOTO 1DATE0 DATE REVISION BY CONTRACT NO.
OVERLAY/CHANNELIZATION/SIGNING PLAN SiF
SHEETS
I
I t
To23Na R . 5Eo W0M0 .
•
C
0,
-o
(1. SR 167 43+973.855 =
° • EE 986+33.20
a
'N 01°31'24" E BK.
N O1°45'00" E AHD.
co
0
a a ' I
a • v
U
1.1
1
�n I . � _� 1
• N• — —•
- _--- '��
I
11
•
•
-
•
•
FT
0 - Q BEGIN O •
\1 0
(��/ ENO O _■——"——".— \1 0
O �——'— —'— —�— — ..•
. ... . ..........1....
—'— —, / '——'— —'—I—'— —'— —' — —.4 —'— _._ _ —•- —'— —'— —'— —'— — ... ....
,— +
CV
W _ o- - QV — — =mow +9OU —
... SR 7' — �J t11 '° a
tL - ... - - — — - =_ ==_=_==— —
-------------------— ' Ix wsuj - 7' ' - :
w
�A =...........
r +
Q� \ 11.1
.� r �1
W • �Y�
S
3-.6
�r
II 6. .... ... .. _
LLI II 3.3 VI
u
....2:6_z.:.E3_ .: 6.: 5 . , _ -
3
_Li:ii,..
c.
-.. _ _• ..._BEG•
w• N
II
END R2
•
-I} RAMP
ii I
DO y
-
•
I
-
•
Illik
I
•
•
•
•
LEGEND
OVERLAY LIMITS
O EDGE STRIPE O DOUBLE YELLOW CENTER LINE STRIPE
•
O• LANE STRIPE O TWO WAY LEFT TURN LANE STRIPE
•
O GORE STRIPE O PAINT EXISTING CURB
•
0DROP LANE STRIPE
( ) SIGN NOTE ci SINGLE POST SIGN (EXISTING)
•
•
[R- 1 SIGN REMOVAL NOTE el SIGNLE POST SIGN (NEW)
GENERAL NOTES:
•
NEW LOCATION b EXISTING OVERHEAD SIGN
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO SIGN RELOCATION NOTE I• NEW OVERHEAD SIGN
JCT. PSH N0. 2 IN RENTON APPROVED OCT.• 31, 1961, AND BLACK RIVER TO
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, '1925. .... .•,....... .......... ....... ..1� '' EXISTING LOCATION LI EXISTING CATCH BASIN
• 2. SEE' STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. 0 10 20 30 40 50 EXISTING CULVERT 3: EXISTING GRATE INLET •
SCALE IN METERS `
aEctosSTATE FED.AID PROJ.NO. ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
•
DESIGNED BY K. HALL 1/3/00 xo ENV1R0 EST D I RING
ENTERED BY P. DO E E` Ill/ 1' � RVICECE
1/3/00 10 WASH•
f ��::.:_:`� ! ' P2
CHECKED BY A. AMIRI _ 1/3/00 ,�HUMBER � ( �— t- C e ;`I�� VVashin ton State • . SR 167
PROJ. ENGR. G. L. McKEE I/3/00 SUBJEC 1 i o Li ii-A Ic.,L g I-905 VIC TO SR 900 COUPLET
SHEET
REGIONAL ADM.J. OKAMOTO 1/3/00 OOA002 Department of Transportation
DATE CONTRACT Ho. DATE• -
DATE REVISION BY OVERLAY/CHANNELIZATI ON/SIGNING PLAN EE
SHEETS
O
To23No Ro5E0 W0Mo .
•
•
�■.. z / x
•
• 4' / :' �ti`' \..
/ I I ,' , ,ss.s .
,„ \ *\ \\„
\\i I i H�� \ -\ \; •
I
\ ' i , III ,,
a.
•
N _ -- �G G'� '` z'' \,�+`S-•
�C/ //�• \/ \\\
CC
'n —G — _.R._.—_-_._._ - iP I \\ ...4, -7-----
-7ma y, :, / \\
_)e
max/ /"/ -I I \\\ ..-.1%--r----7--"--/ r/ ��\•\` %/ \ "`Jr...... \\\ I
- -x- -x- -x-
` \ xm
_kxB�� 2 I ��x
I' y cO -----
- - ---------- == - --------=--------------•------------------------=------------------------- — — —
�fA + ti a
_I.LI II
a am II _ `�'
TDO..
-
- N " 5'00"
00 0
".._(V..-.__..: : -T- T..- .._ .. ... - -.T .�..0----h-----R-1—'7----'---7::r- -� -.=:j-'-�.T. T T�.- �-•_-P R -f-6 -T -T T- - T ,.4.1"2-,...,,,---,..2.-..-„:-........ -
w \ 3.6 — — — — _ -- -- — .__••
— — — — — — — — _
w_
' - -
z w_
,
_
36
.6
-_ _. f . . . _ ------------ ---
11- .
26 _ �1 N
f�. y'� __ - END
• ', - �,f•-I '' BEGIN
.. , - �- ----- �=17 /m l OVERLAY LIMITS . moi' -' d
1
/:; moo
� -.,` / -I I PP�.. BEGINO
•
\ ---'''''�'•. l' .fi ,'/ ENDx ,
• ' - \\\; � .pp ; LEGEND
I6.-,`' ` N„ �-- ; i �/ �' ( EDGE STRIPE OS DOUBLE YELLOW CENTER LINE STRIPE
•
\,` `
s '` \` i/ ; ; ://
O2 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE
\� Jay `.\':`.` ill : I O3 GORE STRIPE O7 PAINT EXISTING CURB
'<-••„.....j O4 DROP LANE STRIPE
C--) SIGN NOTE cI SINGLE POST SIGN (EXISTING)
•
R- SIGN REMOVAL NOTE ei SIGNLE POST.•SIGN (NEW)
NEW LOCATION b EXISTING OVERHEAD SIGN
GENERAL NOTES: SIGN RELOCATION NOTE F- NEW OVERHEAD SIGN
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO \� EXISTING LOCATION [; EXISTING CATCH BASIN
JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. 0 10 20 30 40 50 • ---__I EXISTING CULVERT DC EXISTING GRATE INLET
2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
' G10N STATE FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING
DESIGNED BY K. HALL 1/3/00 10 WASH RF IV ' D\i'E E .11,
) _� SR 167 P3
ENTERED BY P. DO 1/3/00 r-: I r, , eCiE C Washington State I-405 V I C TO SR 900 COUPLET
Ne
CHECKED BY A. AMIRI 1/3/00 JOB HOMER
SUBJECT TO L. AN . Department Transportation SHEET
PROJ. ENGR. G. L. McKEE 1/3/00 00A002 P
REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT NG. DATE. OVERLAY/CHANNELIZATION/SIGNING ZAT I ON/SIGNING PLAN ISO
DATE DATE ' REVISION BY �E'Ts
CURVE DATA I _
P.1. STATION DELTA RADIUS TANG LENGTH •'
WNI 2+603.893 81.3404 48.524 41.1 19.080 '
To23No Ro5Ea W0M0
�� z
\\`•` `\ 1 IIPII II ,, II1 I'll 1 V
\ \\ /+� �
IIII i i i ' /
1 / ,i 11 gl
i 1 i • Ili i, / ,;T- 1\� i I
\I 1, IIII Ili t • IIH 1 I " *
H I I HII I I I 1 • 1; 1 r
'� 114 M I I y H i 1 � I i,' �'i \' '�'�
lµ-0 1� I I 1 II I 1 , I I + i , , ' 111, 111
1 1 Ir;. 1 1 1 1
0) ' II I Hii il11 i I , i9� i iH i i i / i" '
> 1 I I I I I I I I I '� + ' ' '1 i ' III'
o I II I I 1 1 1 1 t I IFI I 1 1 max- _ � '.' `
o I II I I I 1 1 1 1 1 1 l -. —* ' ii `I'\ '� \\\ Q-1 I
N- ` 1 II 11 III , t I 1 I 1 H 1 I •'/� i' \ t' 1" �`\- L] END
.'Hii i H i I i Ii
i iHi i i i /.��� /�!' � `\\Y ��.r� \ I i 11 O
/ * 1111 111 1 i i� ii i i \`7 i ' `
i H i 11'I III I II 1 1 1 +. Q \\ I �]I\
I H1 1 1 I�—==1 �+j•'� p \
1 1 I -M9— `yi O \\`�`�` \ \
-I-- - -14Ly--r----I�F� moi'' Aq � \ \
/ 1 'i itll SII iHi i i•i
H � I ill I 1 -_,
Il
iHi i ='� X11 `o �� `* - — —• S •
�
c•' — _1*O00__— '''i ,' 11
--_
y, : -O 0
Hii ill i � illi �. 1—
ti a ii 'H 11 © END — _ — — Q In
IHI I + SR 1 7 — — — —
� ~ ----rxi-tir40111 � ill � 'I�i �----N 01°45"00" E 44 500 t600— - - – w
w cr.•��+--.l�ti-tc'yt��. - -���. — — — —.— — — — - — � — — — — — — U,
w
13 w N
o Z w 3.6 II, — 1i000 — — — - II 3.6 3.3 Z w
3.6 3.3
- -• t.._- - -- -•- _ - - ----I I. J N
� . . _ - - .. C7 kytf�91 _ ra -- ----_ —L1 - � ��- Il. •y kr'�j'�'��' -t_ — _ .F - ..-.
TOy k2LAY. LIMITS
I i- 'BEGIN `• � /���
a , II 1 I 1 III .1 , 1 1. -1. ..1 1�9�'! .� BEGIN
FN-• - - l;al i 1 1 1 i III 11 1 1 1 1 I BEGIN �•y`l` '� �'' I © -
�• 0
ti 1 I I I III 1 1 1 1-_.- ., 1: .. © `` \ �? .,
a ; i 1 I SII i a I i i i _ i_.I y�T 'END END© `/ `� ��� e '/ BEGIN "
.. - -. _ .•. i iri1 i I , ill id i i i - i,- s ' � �.�© / . � ' •
.©_ I 1 I I . END , �'
O -
', _' _. ��=�� ,:i0i' �i i . . i i '•i it-I .,- '._ . '_ / �. psi\ �\\� .. , END � SR 167 44+618.727 (9:662'RTI
OVERLAY LIMITS // ✓:� \\ I1 i9
O1 WN1 2+562.032 PC
i 11 I _I I t I I I 1 I 1 1 / \\ �\ \Iy
I' i i i • �t- 1 �' 11•I ,// \ \ \`� 1i 1� - � ..
411 11 I >_• ,, 1 - 1 1 _ © '
, III W4-3R
,
„ t I I 1 1 ! I ! 1
0
R-1 ® c
E6-101 E6-101 V
LEGEND
CODE B
EDGE STRIPE O5 DOUBLE YELLOW CENTER LINE STRIPE
l �] 200E ARROW N0. 7
I LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE
I It Ila Ccs MP�OII� 250E O3 GORE STRIPE O7 PAINT EXISTING CURB
uMP�aUl1 J� �®IUt�0 ' 250E O DROP LANE STRIPE
3000mm X 2100mm SIGN NOTE d SINGLE POST SIGN (EXISTING)
R- SIGN REMOVAL NOTE oI SIGNLE POST SIGN (NEW)
NEW LOCATION b EXISTING OVERHEAD SIGN
GENERAL NOTES: S SIGN RELOCATION NOTE I+ NEW OVERHEAD SIGN
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO EXISTING LOCATION EXISTING CATCH BASIN
JCT. PSH N0. 2 IN RENTON APPROVED OCT. 31. 1961. AND BLACK RIVER TO
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. 0 110 20 30 40 50 ' I EXISTING CULVERT �1� EXISTING GRATE INLET
2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS
ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
REGION STATE F ED.A I D PROJ.NO. ENVIRONMENTAL AND ENGINEERING
N0.
DESIGNED BY K. HALL 1/3/00 _ 10 WASH PRELIMINARYSLA SR 167 P4
ENTERED BY P. DO 1/3/00 Washington State 1-405 VIC TO SR 900 COUPLET
CHECKED NGRBY AKEE, aMIRi 1/3/00 JOB NUMBER SUBJECT TO CHANGE Department of Transportation SHEET
PROJ. E . G. L. Mct/3/00 OOA002 DATE
REGIONAL ADM. J. OKAMOTO 1/3/00 CONTRACT NO. DATE: OVERLAY/CHANNEL I ZAT I ON/SIGNING PLAN 5d,�
DATE DATE REVISION BY L SNEE
CURVE DATA --
P.1. STATION DELTA RADIUS TANI 'LENGTH
SR 167 44.908.928 40'00"00"" 218.297 79. 52.400 TO2 3 N O ` O5 E O 14 O 1'' O /
-
I
a0 CONSTRUCTION
•
/ /
��O / /� p�.i /�/ SR 167 44+981.874 P.T. •
• J
SR 167 44+908.928 P.T. 9,0
1::;'). p \�' /// SR 167 45+009 TO 45+012
a0' 40011111 x'Y /,/ REMOVE SIDEWALK 45+020
C • LLIM• ITSY /%/ INSTALL SIDEWALK END/BEGIN©+O
v 'S //
v . o
r
a 44+890
1` ©END r� _ _ -- -- - 3 3 Q
_ - — -- — ,. 3.3/ _-
o \\\ ' ` `N 41-°15'00_:��T _ �_e __��—�q +000 i;---;
t .; p X13.6 ., w
© V
iii ' -- -- -- -- -- -- -- x� oo �� �, � -- � -- y � � 3.3 R � W
w
x9 _• --- — -- ��.n.0
__..,__x
/
44+829.474 PC SRP.O.T. -
// -
// '' // , S .45+067.218 P.C. (-_
o SR 167 :4+7.40:00. = • / ��,//oEE 101146'.8 / t// // •oN. • . . • L 260+0 .25 '' '' / 2 ----77]• N. O1°45 00" EK. _ �•-•1 00m . _ .
/ OVERLAY LIMIT m.'"a / ~N O1°15 .00" -EHD: ,, ._- / / 900mm• / / / IR-6 �r- 450mm / �j/ / •
300mm ��� _ 0. CROSSWALK R6-n(L) //e,:e ' , //, // • 900mm X 900mmcif •// x��0 // _ / 3o 71 wlC2 •
/ 1of 44+690 - - - a / ,, //1 / (13" 7""ld SR 167 BEGIN SOUTHBOUND /l '// �( .1 �/OVERLAY / 0 FFT-T
// �i
Wl2 2
OVERLAY LIMIT • \���— J'� / //, • -- , .„
LOW
-. _r- .. /-.L . . // 3
' - -
W12-2 (MOD)
00mm CT)
j/ 750mm
`` . // /� / / OVERLAY LIMITS
` LEGEND
•
°li / // ,R.r ( EDGE STRIPE O5 DOUBLE YELLOW CENTER LINE STRIPE
// ' 0 • 10:
\�\\ CONSTRUCTION PERMIT ( LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE
// \\\\\\\ �� (35.052 OFFSET)
\ / '��? \\\ '111`�� ��� O3 GORE STRIPE O7 PAINT EXISTING CURB
/ O4 DROP LANE STRIPE
\ // ' /// -sem i `
// �.°/�j' ' _�ill C'Qq� �� 0 10 20 30 40 50 �� SIGN NOTE .d SINGLE POST SIGN (EXISTING)
p / 5� x 1 r�� N� SCALE 1N METERS
89% �' %' • -.r� '''e �\ • , y �` R- SIGN REMOVAL NOTE GI SIGNLE POST SIGN (NEW)
4 or 43'433/ . / \ N NEW LOCATION P. EXISTING OVERHEAD SIGN
63, 4' ,y;5 ' © © N� \ SIGN RELOCATION NOTE 1+ NEW OVERHEAD SIGN
63, 4'
s),)? 13.:,V R9-3B(R)B( � GENERAL NOTES: ,
y4.:,,,Plot, 4., © ._ �
j ` 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO EXISTING LOCATION EXISTING CATCH BASIN
USE 1* JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO
yJ�a � 300mm (CROSSWA6KI EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. EXISTING CULVERT EI' EXISTING GRATE INLET
J ALLDIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
450mm
O 2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS.
REAr STATE FED.A I D PROJ.NO.N0. ENVIRONMENTAL AND ENGINEERING
xo. /5 CE F
PRELIMINARY
NT- �, SR 167 P5
DESIGNED BY K. HALL 10 WASH R 'V'i9` Washington State - I-405 VIC TO SR 900 COUPLET
1 �'' ' -I; Department of Transportation SHEET
- ENTERED BY P. DO laexuxeER SUBJECT T� Ci -tl\v+!A0 )2
CHECKED BY A. AMIRI 0 0°
002 1
PROJ. ENGR. G. L. McKEE CONTITSCA0 NO. DATE: OVERLAY/CHANNEL I ZAT I ON/SIGNING PLAN SHEETS
REGIONAL ADM.J. OKAMOTO DATE DATE REVISION BY
CURVE DATA
P.1. STATION DELTA RADIUS TANI LENGTH
SR 167 45+306.432 23.48'00" 291.087 61. 120.914 A A
51+142.860 48.44'00" 124.743 56---- --06.101 CONSTRUCTION PERMIT T 2 3 N R 5 E W IVI
O
O O O O O O O LL VLIYU
C] •
I
O1 EDGE STRIPE ® DOUBLE YELLOW CENTER LINE STRIPE
20 LANE STRIPE ® TWO WAY LEFT TURN LANE STRIPE
P:0 /'f , i OVERLAY LIMIT 3
O GORE STRIPE 0. PAINT EXISTING CURB
1(°°6° / I I I .+'� I
O4 DROP LANE STRIPE
c mac,‹� I 0 SR 167 45+123.716 GI = �� SIGN NOTE cl SINGLE POST SIGN (EXISTING)
0 I
ai N. 4, I,_i ' I S 1+142.860 =
o O�v�``' I L 247+68 P.I. _ R- SIGN REMOVAL NOTE II SIGNLE POST SIGN (NEW)
�P '*:1' _ / I 154+50.3
kip
I NEW LOCATION F- EXISTING OVERHEAD SIGN
o '�� N0=� �!/ I ® Cp®$$ SIGN RELOCATION NOTE 1- NEW OVERHEAD SIGN
` OILY \" EXISTING LOCATION :; EXISTING CATCH BASIN
v 0 ' r r, R9-2 AT 450mm
ti = EC
�D ' WALKS
L_____! EXISTING CULVERT � EXISTING GRATE INLET
cI +
cn is j/
ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
I " x 0
24.384 0 \\\ \\ /�/ \\\ •�
o
OVERLAY LIMITS \\ ' ___� \�, `� -
4111
oN CONSTRUCTION PERMIT \,1 ' L/� X. i r
11 ...1 \-- . \� N N END q
1 1 i ; �� \\ \ 0 R-15
\ \ rs BEGIN WI2 401E
N ASOmm
II \ \\d 45+213
li�.��� 1 1 \ W12-401L
‘ ,300mm 12 II \ 0
CROSSWALK R9-3B(L) II 0 \x� . . _--- Q.
1�- I I 1 I �® BEGIN 0 +
CD II I N. <.
J + I \ �i. 45+250 0 00000
I \\ yt 0 A END s . ...
N N \ - 45+367 :� I ���
' \ 1 --I — ul 0
411t 4 N - ---' ' 410444,0,a04
110111wp-mi 1i.
S 45+173.319 P.C. = x n o vl `
S 1+199.358 AHD. . �� `''',mss' - - I,� i%� �D
__ �R 1{�7 /j SR 167 45+422
v' '/ REMOVE CATCH BASIN AND
—.i , \
mI SR 167 45+219.911 P.C. a INSTALL CATCH BASIN TYPE 2
—1 OVERLAY LIMITS 9 a\ R 13
' 1SR 167 45+226 TO I
/ N W - SPECIAL 2400mm X 450mm
SR 167 45+231 0p ---,-.61S SR 167 45+376.029 P.T. 14
REMOVE CEMENT CONC. F\\ --N 21'3 W12 301 (MOD) �CLEARANCE 93rY 7IPdI 150 D
I '
I ' BARRIER CURB AND GUTTER SR 167 45+413.215
INSTALL CEMENT CONC.
BARRIER CURB AND GUTTER
RAILROAD CENTERLINE
SR 167 45+306.432 P.I.
GENERAL NOTES:
NOTES:
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO
AN ADDITIONAL MANHOLE MAY BE LOCATED IN THE SOUTH BOUND LANES OF I JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO
THE S 7TH ST AND SR 167 INTERSECTION. IF THE OVERLAYED MANHOLE I5 0 1'0 20 30 40 50 EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925.
UNCOVERED IT SHALL BE ADJUSTED TO GRADE. SCALE IN METERS 2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS.
REGION STATE FED.A I D PROJ.NO.. ENVIRONMENTAL AND ENGINEERING
N0.
E VICE CENTER
DESIGNED BY K. HALL 1/3/00 10 WASH • ;�i/�� lNA _ SR 167 P6
ENTERED BY P. DO 1/3/00 �����"'�' "" '� ` _�� -' Washington State
CHECKED BY A. AMIRI 1/3/00 JON HOMER 9 I-405 VIC TO SR 900 COUPLET
PROJ. ENGR. G. L. McKEE 1/3/00 00A002 SUBJECT Ci—;;„',,:s.7.1" -, Department of Transportation SHEET
REGIONAL ADM.J. OKAMOTO I/3/00 • CONTRACT N0. I
DATE DATE REVISION BY DATE. OVERLAY/CHANNELIZATION/SIGNING PLAN SIF
SHEETS
• I
I '
o 5E 0 W0 M0
•
To 23No R • •
•
•
•
•
•
al
o
O.
•
ij © II 1 BEGIN 3 OVERLAY LIMIT
CONSTRUCTION PERMIT
LO
o' 0 I I 1 END © (15.240 OFFSET.)
i I In iiihh, •
Q
/ 1 II
© 0 O END III
U-1 `n ��� fi fiIDl►�; / •
v 3. ��''ij� �, I, f� . laillill
'n1
Y a 3.3 - - s i -a' ' 1= ftw`� . •
' 1111 nf'
w 3.3 __ __ - »- ��I�.��mi� s� ...n m
CC W _ _ __ - -- -- - _ .� _ -— ,�,��••-tea, +
w •
N Ja = _ +5006 - •„21'3`x'�..._ __ -- -+60Q -- ,t -- - -- — — �T i -a 1.1."-.
- ' __ .3 P
o J.N 3.3�f - __ J. -- -- -- -- -- -- -SR 1 -- — —A=—_ {700 i -- -- -- -- -- - 3.3 a
- Fi 7 _ _>-- �-
N s .��Sis .. - -- -- -- -- __ __ - i - -
111111 -- -�. ---
- -- -- .._. __ _- - - -- -- -- -
-I. 11111111' -- - ., -- -- -i -
Q 6m moa, - - __IME ti w
r J- �N
1111
1 -� Q BEGIN 111 1111 / _._
�t11 111
• FW 1 �
0 0 1 t Q
o Q 1 1 k , 1 . OVERLAY LIMITS o
a-
CONSTRUCTION'rn I CONSTRUCTION PERMIT
I CONSTRUCTION PERMIT ;� y
(24.384 OFFSET)•
,•
(15 2 OFFSET)
rnn. - 4 0
•
•
•
•
•
•
•
•
LEGEND
•
•
•
0 EDGE STRIPE ® DOUBLE YELLOW CENTER LINE STRIPE
•
O2 LANE STRIPE ® TWO WAY LEFT TURN LANE STRIPE
• O3 GORE STRIPE 07 PAINT EXISTING CURB
•
0 DROP LANE STRIPE
•
•
SIGN NOTE el'SINGLE POST SIGN (EXISTING)
SIGN REMOVAL .NOTE si SIGNLE POST SIGN (NEW)
GENERAL NOTES: •
NEW LOCATION h EXISTING OVERHEAD SIGN
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO SIGNRELOCATIONNOTE 1+ NEW OVERHEAD SIGN
JCT. PSH NO. 2 IN RENTON APPROVED OCT, 31, 1961, AND BLACK RIVER TO
•
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. EXISTING LOCATION " EXISTING CATCH BASIN
2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. 0 10 20 . 30 40 50
_ - SCALE IN METERS ' EXISTING CULVERT �E EXISTING GRATE INLET
REGIOHSTAT7 FED.AID PROJ NO ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
DESIGNED BY K. 1/3/00 PRELIMINARYMEG)NEEB)NG
•
ENTERED BY P. HALL 1/3/00 10Ell WASH
CHECKED GRBY A. AMI RI 1/3/00SUBJECT TO CHANGE ® SR 167 •
p7
PROJ. ENGR. G. L. McKEE 1/3/00 1Ck3N06ER Washington State 1-405 VIC TO SR 900 COUPLET
REGIONAL ADM. J. OKAMOTO 1/3/00 OOA002 Department of Transportation SHEET
DATE `°"'p"i H0. DATE:
DATE REVISION BY E
•
OVERLAY/CHANNEL IZATION/SIGNING PLAN • SEI TS
CURVE DATA
P.1. STATION DELTA RADIUS TAN LENGTH
SR 167 45.898.701 23'48'00" 291.087 61. 120.914 1.
.
i I0 JNo RoSEo WoMo �■■o z
•
•
END NH-0167 ( 029 )
CROSS SR 167 45+898.701 P.I.
® 611 END PROJECT
••
i ;MIM M M}�M "14k°41.1;�Or I AT 450mm SR 167 45+892.483 P.O.C. _
11MIM M MIM rn rni i CO� �� T 45+892.483 P.C.0 SR 167 MP 27 . 28
C OVERLAY LIMITS 1 ' I• I 'l , ; i WALKS STA 46+033 . 000
MATCH CONC. PANELS ! I � •,. E II Q 300mm
I
'� Ii END SR 167 OVERLAY
o II i ' 'z �' II -
r
© II m ; 1 R9-2 SR 16745+958.350 P.T. • SR 167 46+052.046 =
I,-
.-,:c3 .'� © 127+12.0 P.T. BK. = 122+33.4 P.T.
to0
'.+� 125+40.8 AHD.
a 4.7mirl �i%o • -
1 . 31m
r`
i i
0 *.s 5.5 �� Q �tr��—���
Il 6;� nt`' '- 3�— - - N -az 00-- - S� 1 61- -- 46±000 -- 3.3-_ '� _ i IOD
• by'. / II�IIIIIIIIIII I• \ 3j -t.: r, .".`_. - r- 3.3 3.6 = RAINIER AVE_ S.. _
• SR 167 45+837.436 P.C. �i / ,• \ / -- -- l'i -A '� - --
N © �.- - %F- •Zi'35n. ,33 �IlAi,1` tammamm rr meamme ommommmr►m,ar�7. rr = 1 '
N37 IUUI I II IJ II �''#
•
•
•
- o= - -7,3,„:.%3 - "i: 1.'.11111 ,j d AT 450mm •
•
•
f
r- . � OVERLAY LIMITS
_I .q.r• / lOr// 1 O R9-2 ��®�.Q n70�t i
ch ti� .y3: I tit_ • o o
3.3 " ,:i.1‘ O " 300mm ;N o
INC
LIP
yJ i 1� OVERLAY LIMITS •
,...r w
:.. ..
i �l
i o o .
1 _
0 •i � �
•
�' LEGEND •
•
O EDGE STRIPE (D DOUBLE YELLOW CENTER LINE STRIPE
•
O2 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE
O GORE STRIPE 0 PAINT EXISTING CURB .
. O DROP LANE STRIPE
C ) SIGN NOTE q SINGLE POST SIGN (EXISTING)
CID SIGN REMOVAL NOTE 4 SIGNLE POST SIGN (NEW)
NEW LOCATION 1- EXISTING OVERHEAD SIGN
GENERAL NOTES: •
• SIGN RELOCATION NOTE 1- NEW OVERHEAD SIGN
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO
EXISTING LOCATION LI EXISTING CATCH BASIN
JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. 0 1'0 20 30 40 50' L_____! EXISTING CULVERT EC EXISTING GRATE INLET
2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS
ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED•
REGION STATE FED.AI D PROJ.NO. ENVIRONMENTAL AND ENGINEERING
DESIGNED BY K. HALL 1/3/00 10 WASH DRELIMINARY r5�` SR 167 P8
ENTERED BY P. DO 1/3/00 Washington State I-405 VIC TO SR 900 COUPLET
CHECKED BY A. AMIRI 1/3/00 J08 MACER • SUBJECT TO CHANGE -'/ Department of Transportation SHEET
PROD. ENGR. G. L. McKEE 1/3/00 - 00A002
. REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT NO. DAT f1f-1' E' OVERLAY/CHANNELIZATION/SIGNING ZATI ON/SIGNING PLAN 5I
DATE DATEA
•
SHEETS
REVISION BY 1
O
0
45mm ASPHALT CONC. PAVEMENT 45mm ASPHALT CONC. PAVEMENT
C
ol
CL. B OVERLAY CL. B OVERLAY
wN- ��\ EXISTING EXISTING ��--
3
N o I -- ////////W//iii//////////////////J 47//////////////////////Jz///////J ——I I
E EXISTING o L———— EXISTING ROADWAY I I
o BARRIER w _L—_—_J
p
LIa
w cc
45mm ASPHALT CONC. PAVEMENT
ti 2.4 * CL. B OVERLAY
c0
CZ /
Ln 45mm-1II CURB PLANING DETAIL
1 l
STA. 44+690 TO STA. 46+033
T EXISTING ROADWAY
0
0
0
N
cc
BUTT JOINTPLANINGDETAIL
>-
N STA. 42+325 TO STA. 44+690 (RT) a
,
* IN VICINITY OF 43+938 PLANE TO FACE OF BARRIER - 0
FULL DEPTH TO ALLOW FOR DRAINAGE. cc
rn1 •
-
o - **BETWEEN 44+640 AND 44+690 TRANSITION IN 2.4m TO
J PLANE FULL PLANING DEPTH FOR LEFT TURN LANE. ~' =
a N =
OVERLAY AREAS WHERE THERE IS NO PLANING WITH i`' CC TEMP. ASPHALT WEDGE
ASPHALT CONCRETE FOR PRELEVELING CL G PG 64-22 AT x ~
THE RATE OF 198 TONNE PER LANE KILOMETER. I-- N
a ¢ •
f o
LEGEND PLANED SURFACE
0.3m`I
V 1 EXISTING ASPHALT CONCRETE PAVEMENT TO BE PLANED _1
ilifill'AM
EXISTING ROADWAY i
__
45mm
NOTE: WHERE PLANING WOULD DAMAGE SIGNAL DETECTION LOOPS, SEE SPECIAL PROVISIONS
SEE SHEET ITDI FOR DETAIL OF GRINDING IN -1
1.35m
VICINITY OF LOOPS 42+468 AND 43+348
• TEMP . ASPHALT WEDGE DETAIL
FOR BUTT JOINTS, CATCH BASINS, MANHOLES, MONUMENTS. ETC.
STA. 42+325 (RT)
STA. 44+690 (LT)
STA. 46+033 (RT & LT) -
NOTE: ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
RENo°N STATE FED.A I D PROJ.NO. ENVIRONMENTAL
CAND ENGINEERING
DESIGNED BY K. HALL 1/3/00 _ 10 WASH PRELIMINARY 15 rAi\O R ' • MDI
ENTERED BY C. JACOBS 1/3/00 // `+ vaJ p • SR 167
CHECKED BY G. SANCHEZ 1/3/00 JOB NUMBER SUBJECT TO CHANCE
Washington State I-405 VIC TO SR 900 COUPLET
PROJ. ENGR. G. L. McKEE 1/3/00 00A002 Department of Transportation SHEET
REGIONAL ADM.J. OKAMOTO _ 1/3/00 CONTRACT NO. DATE: MISC. DETAIL S 56
DATE DATE REVISION BY
SHEETS
•
o
.o
•
CENTERLINE of
/ CROSS CULVERT
\ . ///
✓ 0.100
•
•
\. EDGE STRIPE
LLQ _ �� �� 16.000
��`•
,�,X° ANGLE OF /90' •
/ /„/ 3.000 5.000 3.000
•cr: ��I CROSS CULVERT 0.100 / 5.000 1.000 (TYP)
' o V 0 0 CI O O p p O O O.
N' 6 0 to
t��� I TYPE 1W RPM pi
'E 0.10 %®/ (TYP)
TYPE 2W RPM (TYP)--I
•
•
o 0.610 • f DIRECTION OF TRAFFIC
—fir-0.100
U 10ir
�. EDGE OF PAVED SHOULDER
LANE STRIPE
STA. SR 167 44+740 TO STA. SR 167 46+033
0
o
CROSS CULVERT DETAIL DRAINAGE STRUCTURE
Y UN
•
CATCH BASIN AND EDGE DRAIN OR •
•
GRATE INLET DETAIL DERDRAIN OUTLET •
- r 8.000
f� 1.000 (TYP)
••
TYPE PLASTIC DRAINAGE MARKING DETAIL 8 8 8 8 8 8 8 Vg g g 8
V
CD
N • 8 V B
m CD
1W RPM (TYP)
Li.: TYPE 2W RPM (TYP)
•Nr
N DIRECTION OF TRAFFIC
•
•
•
•
•
GORE STRIPE
STA. SR 167 44+740 TO STA. SR 167 46+033
•clJ
0_ .
16.000
f
3.000 5.000 3.000. 21
.0.100 (TYP) 5.000
•
1:00 (TYP)
•
A— O O O ❑ 0 O O O O O O O O O O O O O O ❑
E LANE € O O O ❑ O O O O
LANE LINE LANE _ 0 0 0 0
5.000I H0.100 ITYP)
0.50
0
0 0 0 0 0 0 0
0
❑ 0 0 0' j • 1.500 (TYP) O O O O O O O O O O O 0 O O El 0 0 0
0.200 —a � i1mo—0.200 (TYP)j TYPE 2YY RPM (TIP) TYPE IY RPM (TYP)
rnIii 111
888 E 38 TWO WAY LEFT TURN LANE STRIPE
IITYPE 2W RPM (TIP) TYPE 1W RPM (TYP) STA. SR 167 44+740 TO STA. SR 167 46+033�
11
' i
Ij
I
! DIRECTION OF TRAFFIC
J� I j STA.
CURB AND `% I • I j LOCATION
GUTTER I i i VARIES SEE SHEETS PI-P8
DROP LANE STRIPE •
CENTER INTERSECTION STA. SR 167 44+740 TO STA. SR 167 46+033
CROSS WALK STRIPE DETAIL NOTE:
• 1. FOR DETAILS OF ADDITIONAL PAVEMENT MARKINGS SEE STD PLAN H-5C.
•
2. ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
` Ho01 STATE FEO.AID PROJ.NO.
DESIGNED BY K. HALL ENVIRONMENTALANDENGINEERING
1/3/00 10 WASH PRELIMINARY Ic f
.ENTEREDBY C. JACOBS 1/3/00 -- ` M D 2
CHECKED BY G. SANCHEZ 1/3/00 . `` �) ��
•
PROJENGR. G. L. CHEZ 1/3/00 Boa NUMBER SUBJECT
Washington Sate SR 1 67
OOA002 `J C. ., - Department of Transportation I'405 VIC TO SR 900 COUPLET
REGIONAL ADM.J. OKAfd0T0 1/3/00SHEET
•
DATE coxrRACT no.— DATE
DATE REVISION BY / ago,
MISC. DETAILS SHEETS
o EXISTING RADIUS OF SIDEWALK
i./-BACK INTERSECTION SCHEDULE
FACE OF CURB
•' ' L (M)
_ STREET STATION
-- -- LEFT RIGHT
_ •
C MATCH EXISTING j DR2 STA. 44+050 **
CR2 STA. 44+387 ---- **
L _ CL2 STA. 44+468 --- **
LID PAVING LIMITS
NOT TO EXCEED R/W
mI DL2 STA. 44+619 ---- **
GRADY WAY STA. 44+740.000 0.5 0.5
E
a 5. 7TH ST STA. 45+123.716 0.5 0.5
•
S. 4TH ST STA. 45+478 5.25 6.0
�o L S. 3RD PL STA. 45+694 2.0 0.5
Cc" (VARIES) 5. 3RD ST STA. 45+750 31.0 ** 3.7
STA. 46+040 ---- ---_
•• 45mm [ O 45mm S. 2ND ST
1
ALL OTHER APPROACHES ARE CEMENT CONCRETE SIDEWALK
o MOM= I����uu������u���m������u���������u�������iii\ APPROACH SCHEDULE AND APPROACH DETAILS. S E E SHEETS PI P8 FOR LOCATIONS.
0
EXISTING ROADWAY
N * APPROX. LOCATION, SEE SPECIAL PROVISIONS.
STATION L (M) ** SEE PLAN SHEETS
INTERSECTION PAVING DETAIL A
N STA. 44+896 (LT) 0.5
STA. 45+569 (RT) 0.5
Ln
I-
0
n MONUMENT CASES AND COVERS SHALL BE PROVIDED
MONUMENT CASES AND COVERS WHERE DISTURBED DUE TO CONSTRUCTION
• ACTIVITIES. SEE SPECIAL PROVISIONS.
CONSTRUCTION GEOTEXTILE STA. 42+858 STA. 45+220 STA. 45+557
CATCH BASIN GRATE
STA. 43+639 • STA. 45+264 STA. 45+694
STA. 43+974 STA. 45+376 STA. 45+843
STA. 44+829 STA. 45+471(LT) STA. 45+958
• -.•.
ii �ri
- STA. 44+982
. •moi/ ,%G•' . r ___
• • %' i 7� --
. • ./ i'
.: 0.150 '
OVERLAP
TYPICAL LEGEND
EXISTING PAVEMENT DURING CONSTRUCTION \\"\`\""\`\\\\\\I EXISTING ACP TO BE PLANED
SEE DETAIL SHEET P2
NOTE:
1. WHERE PLANING WOULD DAMAGE SIGNAL DETECTION LOOPS, SEE SPECIAL PROVISION
TEMPORARY DRAINAGE STRUCTURE COVER DETAIL
2. "L"" IS MEASURED PARALLEL TO CENTERLINE OF CROSS STREET
ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED
' G10N STATE FED.A I D PROJ.N0. ENVIRONMENTAL AND ENGINEERING
N0.
- SERVICE CENTER SR 167 MD3
DESIGNED BY K. HALL 1/3/00 10 WASH ' PRELIMINARY PLANS
ENTERED BY C. JACOBS 1/3/00 SUBJECT ���//�` Washington State I-405 VIC TO SR 900 COUPLET
CHECKED BY G. SANCHEZ 1/3/00 JOU NUNBER TO CHANGE '�® Department of Transportation
SHEET
PROD. ENGR. G. L. McKEE 1/3/00 00A002 P P
REGIONAL ADM.J. OKAMOTO _ 1/3/00 CONTRACT N0. DATE* MISC., DETAILS SI
DATE DATE REVISION BYSHEETS
•
0
•
•
• DRAINAGE MARKING LOCATIONS .
•
ID
DRAINAGE MARKING ' a v ccw •
CO LOCATION o z v DRAINAGE MARKING Q LLI a =a_•
>- w
0 w DRAINAGE MARKING a�_
o= 1— w
N CROSS _ DRAINAGE EDGE LOCATION z cc a=w
CULVERT STRUCTURE'. DRAIN '- o N CROSS DRAINAGE EDGE , LOCATION z
cl
E CULVERT STRUCTURE DRAIN CROSS DRAINAGE EDGE �aac�
o L 4Z+368 (RT) C • '-- - '
CULVERT STRUCTURE DRAIN '- a'
L 42+390 (RT) M •
L 44+406 (RT) M 1
1 L 44+420 (RT) C L 45+643 (RT) C 1
" L 42+482 (RT) C • M M 1 L 45+744 (LT)
1 • L 44+490 (RT) C
L 42+535 (RT) C M 1 L 45+780 (LT) 1
• L 42+574 (RT) L 44+515 (RT) C C • 1
M 1 L 44+556 (LT) L 45+814 ('LT) C . 1
•
L 42+665 (RT) C M M & C 1 L 45+832 (LT)
L 42+757 (RT) 1 L 44+640 (RT) M C I
M L 44+896 (RT) • 1 L 45+866 ('RT)
L 42+841 :(RT) C C - 1 C . 1 •
L 44+937 (RT) C L 45+915 (LT) C 1
o L 42+848 (RT) C M 1 L 46+322 (LT)
L 42+875 (RT) 1. L 44+988 (RT) C ' C I
N' I _
°° L 42+966 (RT)' 1 . . .
L 45+018. (LT) C
TOTC ..
L •42+998 (RT)
L 45+032_ (LT)
C. . AL 16 72
- N L 45+039 (RT) 2 - -
C
C
C
• L. 45+087 (RT)
1
•
L 43+125 (RT) C 1 FOR INFORMATION ONLY
L 43+209 .(.RT_)- .. ._.
L 45+129 . (LT) .C.. .
o; L . 43+213 (RT) C M &.0
1
2=_• .
L 45+247 (LT)
L 43+271 (-R T') � - .. • _ _ ----• -
C:......._ 21 FOR DETAILSES SEE STD. PLAN "H-5c.
L 45+302 ..( T) OF ADDITIONAL PAVEMENT MARKINGS
+' = 1 2• ALL.DI MENS
C
C
L 45 320 (LT)
_:.... .._.. ; .. - L 43+305 (RT)
.- C: UNLESS OTHE SE I
1 - -
.C:
L` 93+358 (R`T). CC L. 45+399 (LT).
_- • ED AY
IONS IN METERS, RWI DES GNATED' �
•
C RIG
1 ' M LEFT OF TRAVEL W
L 43+3.90 ..(RT) L 45+400 (RT) C 3. - : .. ... .
1 OF RAVELED WAY
T •
PLASTIC PAVEMENT MARKINGS SHALL BE 2.25mm MINIMUM EXTRUDED
C ` 1 _ THERMOPLASTIC OR METHACYIATE.
L 43+454 (RT) 1 L 45+407 (LT) _.. • --
C , __..._ .. . 1
.-:- L:_._43+.18.8-..(RT.)..
M T
L ' 45+407 (RT) 'C
•C M &.` C 2:'". L 45+417 (RT) I
L .43+494 (RT) C 1 DESIGNATION "C" DESIGNATION "'M"
C 1 L 45+421 (RT)
II
L 43+576 (RT) C • 1 C 1 ��
L 43+659 (RT) C L 45+443 (RT) • C • 1 ar
M & C 2 L 45+444 (LI) �� -r
L 43+754 (RT) C C 1 ,
1 ' L 45+456 (LT) -- - --L.
L 43+783 (RT) C -- - -- __
1 � -
L 45+466 (RT) - '
• L 43+814 (RI) C --- - -- -- __ � __
C 1 L 45+472 (RT) I 1�� - - -
L 43+873 (RT) M • C 1 _______ -,L
L 43+936 (RT) M 1 C 1 -t
L 45+487 (LT) ` '
L 43+996 (RT) •C C - -- ;; - - —'—
M L 45+518 (LT) 1 - - - -- --
L 44+057 (RT) C - -- -- ;�,
C 1 -- -- - - , -- —'—
L 44+093 (RT) C L 45+556 (LT) C 1 `,� _ - -
L 45+580 (RT) "° ;r
L 44+179 (RT) M C 1
L 44+254 (RT) 1 L 45+624 (RT) • C ' •
M • 1 • L 45+641 (LT) • 1 MEDIAN BARRIER'
C 1 OR DOUBLE LEFT DESIGNATION "C"
•
TURN LANE (TYP.)
•
•
•
•
111111111111111.1111111.11.11 .
MI• NO!NMB FED.AIO PROJ.NO. •
DESIGNED BY K, HALL ENVIRONMENTAL AND ENGINEERING
1/3/°° •
•
; 10 PRELIMINARY TUNS
ENTERED BY C. JACOBS. 1/3/00 -
CHECKED BY G. SANCHEZ l/3/00 ® SR 167 MD4
ENGR. G. L. )JACOBS.
1/3/00 o0AOD2Washington State
REGIONAL ADM,J_ OK AMO TO 1/3/00 .�.� SUBJECT TO Department of Transportation 1-405 NIC TO SR 900 COUPLET
al CON7R�Ci N0. CHANGE
DATE DATE REVISION DATE: 'S(�SHEET
BY
DRAINAGE MARK ING LOCATION S • i)crs
•
a.
o I' (GALVAP RAMETAL)
C3
'
101•
2X4 FRAMING _
AT 0.4m O.C. VERTICALLY
11
. 11111111111
U4 LOCATE NOISE
BARRIER AS CLOSE USE MULTIPLE BARRIERS
c 2X2 BLOCKING -� AS POSSIBLE TO
•
v I AS REQUIRED
•
•
SOmm THICK FIBERGLASS •
OPERATING EQUIPMENT
SIPA I :
INSULATION (UNFACED) II -4
_v CEDAR LATTICE .----'''''..---LI 1
N A�
E 1 I +� (MIN. 30% OPEN AREA) I
--- 12mm " WATERPROOF I I AIR SPACE (MIN. SOmm) 11
Q GYPSUM SHEATHING I
I .
STATIONARY I I
U • _ •
...� EQUIPMENT UM
1 1
N I I ~ II
MINI I
Y 12mm COX PLYWOODill! I I 1 I
FINE MESH • I
I -lift.. ALUMINUM SCREEN J
•
1
cp
I
co
N PLAN VIEW
EL - (NTS') -
03 PORTABLE NOISE SHIELD 204m X 204m
•
• _ ( NTS ) •
ED
•
•
a.
2.qm
•
200mm BLACK LETTERS
WHITE BACKGROUND S
o N
D
•
.
BARR
NOTES R I ER 2•4m
•
1. FACE ALL GRATING TOWARD NOISE SOURCE.•
vl ..
2. BEVEL CEDAR GRATING AT 45 DEGREE ANGLE.. I
•
3. NOISE SHIELD SHOULD BE CONSTRUCTED IN I.2m X 2.4m UNITS �/
AT THE DISCRETION OF THE ENGINEER, 'IF THE NOISE SHIELD'S FOOTING BRACES
AS NEEDED
ABILITY TO ATTENUATE EQUIPMENT NOISE IS NOT COMPROMISED,
THESE UNITS MAY BE ALTERED TO SUIT VARYING CONDITIONS AND NOISE BARRIER UNIT
OR EQUIPMENT.
4. NOISE SHIELDS SHALL BE PLACED AS CLOSE TO THE NOISE SOURCE (NTS)
AS FEASIBLE. PLACEMENT SHALL INTERCEPT LINE OF SIGHT BETWEEN •
NOISE SOURCE AND RECEIVER OR AS DIRECTED BY ENGINEER.
•
-- REGION
DESIGN-677-7777117m. X° FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING
11111111 ENTERED BY P. DO 1/3/00 E
1/3/00 �.,,, 1 Q II PRELIMINARYSPC,M
CHECKED BY A. AMIRI 1/3/00al
IIIIIIIII • MD 5
PROJ. ENGR. G. L. MCKEE 1/3/00 JCB H°iEiER SUBJECT T I l= Washington State SR 167
REGIONAL ADM.J. OKAMOTO 1/3/00 OOA002 O Ch1R�lL_ Department of Transportation I-405 VIC TO SR 900 COUPLET
DATE DATE DATE• SHEET
REVISION
'®°r
NOISE SHIELD DETAILS 5 `1
MEETS
LEGEND
To 23N c
o R o 5 E o VY o M o EXIST. NEW
EXIST. NEW
. MOMZ �_ ;; TYPE 1 JUNCTION BOX
ci
1 11 I 1 b TYPE RI INDUCTION LOOP i•; TYPE 2 JUNCTION BOX
1 n 11 1
\ 111 1 1 \ 1 1 11 1 O"t TYPE R2 INDUCTION LOOP �; TYPE 3 JUNCTION BOX
1
1 11 1 1 1 1 1 1 Cf db TYPE R3 INDUCTION LOOP 3„E ELECTRICAL SERVICE CABINET
1 11 \ ft.. CONTROLLER CABINET
C n 11 1 --C- VEHICLE SIGNAL HEAD
I n 11 1 -
r-" -C> SINGLE PEDESTRIAN SIGNAL HEAD
o I I , \ h
III 1 W/ (1) PPB-M
o 1 1 1 1 \ \\ \\ "�{• DOUBLE PEDESTRIAN SIGNAL HEAD
Q 0 1 1 1 1 1
W/ (2) PPB-M
o
`> 1 \% \\ i. ❑ TYPE 2 INDUCTION LOOP
a I / // \ \
a -- % \ a TYPE 1 INDUCTION LOOP
-- / // A % \
Lo
// 11 \ \� x TYPE I & 4 SIGNAL POLE
—X _Tx" M. I ,/ /// / \ ;�1 \ \ �\�\ x TYPE 2 SIGNAL POLE
_i00
L----- I- \\\ � x\ T q
7 lc�
X
osoliouns ,--
: o P24:2
N S R 1 6 7 I + 7'O O - . P23.1: -- I - P24.3
___ _ ------ -- ---- =- =-
r r
I 11: — --� — —1y� �_1 rThr
r.._ �. :......
:....___
-J : P - - o .. `i
IP22.4 P22.3 P22.2 '`� _
rL P21.3 I - - . I
P21.2 i �. ' \ �• P32.1 017
1
P21.1 Q P29.1 -
\
;. J
�x4 ?'. " ': t::\,,� ;1IIIIIIIIIIIIIIIIIIII'IIIIIIIIIII -`: .;._ „ /////'''`__.. "- `-�
�\ � 1 71 \I 1 1 /��/' -
�1- _4 >— 00
00 �N � 1 1 1 Ib1 Y ///
\ \ Ao
�\\� 1 1L' // / tel' CONSTRUCTION NOTES:
`___Z .1____AY�—/ L � /-L v/_ / / \\\ \\ /�/ -.�Y Ol LOCATE AND ABANDON EXISTING LOOP(S). REMOVE LOOP WIRE FROM
/ LOOP STUBOUT CONDUIT. REMOVE STUBOUT CONDUIT ELBOW FROM
1 / 1/ JUNCTION BOX.
1 I
\\\\\1 \
\ 11� 1 1 I O2 INSTALL TYPE RI INDUCTION LOOP(S). SEE ROUND LOOP DETAILS
1 2 I 1 ON SHEETS L1 TO L3.
\ 1� I I O3 INSTALL TYPE R2 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS
0011 Q I ON SHEETS L1 TO L3.
\
11 1 \ 0 INSTALL TYPE R3 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS
11 11 \ 1 1 \ \ ON SHEETS L1 TO L3.
% 11 1 0 111 OS SAWCUT DIRECTLY TOWARD EDGE OF PAVED SHOULDER. INSTALL STUBOUT
GENERAL NOTES: 1 1 1 1 1 CONDUIT PER DETAIL AND ROUTE LOOPWIRE THROUGH STUBOUT CONDUIT
WHERE THERE ARE EXISTING MULTIPLE 2C LEAD-IN 1 1 B 11
WIRES TO SPLICE NEW LOOP WIRES TO. THE WIRES 0 10 20 \ tgi
% 1 ! 11 FROM THIS LOCATION TO JUNCTION BOX. SEE ROUND LOOP DETAILS FOR
1 11 STUBOUT LOCATION RELATIVE TO EDGE OF PAVEMENT.
MUST BE IDENTIFIED PRIOR TO WORK COMMENCING. SCALE IN METERS % % 9 \1 ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED
RV:IN STATE FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING
DESIGNED BY K. HALL 1/3/99 10 WASH PRELIMINARYS E/Nn Aft. SR 167 DL 1
ENTERED BY P. DO 1/3/99 » Washington State I-405 VIC TO SR 900 COUPLET
CHECKED BY A. AMIRI 1/3/99 - JOB HUMBER SUBJECT TO CHAN ..E -'/ Department of Transportation SHEET
PROJ. ENGR. G. L. McKEE 1/3/99 00A002 -
DATE: qSI
REGIONAL ADM.J. OKAMOTO 1/3/99 CONTRACT NO. INTELLIGENT TRANSPORTATION SYSTEM PLAN SH�ETS
.- •_ DATE DATE � REVISION BY
•
EL - To23No RO5Eo WoM0
O
• / ,\,‘.
\ \\ \ 1O \ \
\ \ •
o°8. N 1u j^\ `\. \� \�\ •
co
0© / \ \ ' \ 0
o `\ ;' \ ` 00 00
Q , \
/ FXV `\`
_ \ _ Mill IIIIIIIi1fIIIIIIiI1\\Z / IC 71
cn
\- �- - I TT T I X
—— P30.1 r I 1L 1,_ 4r1yy�_'
ii
P21.1
P37.1 \,p '
P21.2
'
o P32.1 -- -- -- --
o P23.1
o ---- — ---_= F22. 2 2 P21.3
]' IP2
_ .___ -__._.-. __._ __ _ .moo.=—o= •-_ -
O Z �' Z
N P25.2 + 10 •_: � / S 6 7 ----
4
' I P25.1 �C)
NI
CO c
----��'
I
, IIIIIIIII ZIIIIIIIi \\<, / � IV —=
IG J
cei.X \ i / 'LEGEND\ >" / / O©i----s. - \\ 1\ - II ./ EXIST. NEW\jcII�/ 4TYPE JUNCTION BOX 0®` \ \. \ c 111'
\‘ TYPE 2 JUNCTION IBOX
CONSTRUCTION NOTES: �� % \ \ \� N. TYPE 3 JUNCTION BOX
( LOCATE AND ABANDON EXISTING LOOP(S). REMOVE LOOP WIRE FROM ��--.. \ �\ � y ELECTRICAL SERVICE CABINET
LOOP STUBOUT CONDUIT. REMOVE STUBOUT CONDUIT ELBOW FROM - �. \ \ \ =�= CONTROLLER CABINET
JUNCTION BOX. �N �� \ (l \ �••
02- INSTALL TYPE R1 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS �- �� \ \\ �' VEHICLE SIGNAL HEAD
ON SHEETS LI TO L3.
\N \ ` \ r�--C' SINGLE PEDESTRIAN SIGNAL HEAD
O INSTALL TYPE R2 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS \ \� �` \ \ ' W/ (1) PPB-M
ON SHEETS LI TO L3.. 00 N\ �% \ �/\ DOUBLE PEDESTRIAN SIGNAL HEAD
O INSTALL TYPE R3 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS ��\�� \ W/ (2) PPB-M
ON SHEETS L1 TO L3. N� �
� `\ 0 TYPE 2 INDUCTION LOOP
OS SAWCUT DIRECTLY TOWARD EDGE OF PAVED SHOULDER. INSTALL STUBOUT %
CONDUIT PER DETAIL AND ROUTE LOOPWIRE THROUGH STUBOUT CONDUIT \�N ``p TYPE 1 INDUCTION LOOP
FROM THIS LOCATION TO JUNCTION BOX. SEE ROUND LOOP DETAILS FOR ‘p x TYPE I & 4 SIGNAL POLE
STUBOUT LOCATION RELATIVE TO EDGE OF PAVEMENT. TYPE 2 SIGNAL POLE
ALL• DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED
GENERAL NOTES: �j TYPE RI INDUCTION LOOP
WHERE THERE ARE EXISTING MULTIPLE 2C LEAD-IN 0 10 20
WIRES TO SPLICE NEW LOOP WIRES TO, THE WIRES SCALE IN METERS
db TYPE R2 INDUCTION LOOP
MUST BE IDENTIFIED PRIOR TO WORK COMMENCING. ddb TYPE R3 INDUCTION LOOP
REGION STATE FED.AI D PROJ.NO._ ENVIRONMENTAL AND ENGINEERING
DESIGNED BY K. HALL 1/3/99 10 WASH PRELIMINARYS `En SR 167 - DL2
ENTERED BY P. DO 1/3/99 Washington State I-405 VIC TO SR 900 COUPLET
CHECKED BY A. AMIRI 1/3/99 roe xwBER SUBJECT.TO CHANGE i Department of Transportation SHEET
g
PROJ. ENGR. G. L. McKEE 1/3/99 - 00A002 L-
REGIONAL ADM.J. OKAMOTO 1/3/99 CONTRACT NO. 22
DATE DATE REVISION BY- - DATE. - INTELLIGENT TRANSPORTATION SYSTEM PLAN S�F
Sx ETS
CL
T . 23N . Ro5E.0 W0M0
O
0
u
u
u
u
_ • u
u
u
ol
. u
i u
u
o
o u
iII
CD
f 000
o 00 1r
L., — i il�� �� i
to I /// 0 00
�• _ L-J I
V/ x . / , \.1,.)
IG I
.. ---- ----
LI L J II %/
—J— -...L I i 0 P3I.1 l J LJ �T-------- ---_
LJ _
__ / I P30.1 -- - - " : 0 <:=.. P22.1 ; x�l
� l
_ ��
o 1- --I -- :i - __ P21.1 :0
N r-i 1 P29.1 -- o i 0 `_ P22.2 -- --. -- --�
a 1 z_ ti :——
IU
3 0
W ILJ = i = : 3 5 0 WP21.
- I -- •i - --
rvT. - 3.1 P2 -' -- --
-moo 0
P2 3 2
0---- i I I r r P24.1 ——..
.._ ��X�--------
----- �x4 _rte , -
L J j- - ---------� J -
I\/I
---- � _.. _._
LEGEND L J d L-L� .M.� --
EXIST. NEW - \ r1 r-i _.:
�
TYPE 1 JUNCTION BOX
TYPE 2 JUNCTION BOX r iihI/Jiiijjjjfr - --
TYPE 3 JUNCTION Box — I CONSTRUCTION NOTES: r
1 _ �
~y ELECTRICAL SERVICE CABINET I P26.2 x0 LOCATE AND ABANDON EXISTING LOOP(S). REMOVE LOOP WIRE FROM
LOOP STUBOUT CONDUIT. REMOVE STUBOUT CONDUIT ELBOW FROM
CONTROLLER CABINET I L_ , Lc JUNCTION BOX.
1
-{> VEHICLE SIGNAL HEAD i 0 1 O2 INSTALL TYPE R1 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS
r-4,,--C› SINGLE PEDESTRIAN SIGNAL HEAD 1 I ON SHEETS LI TO L3.
1 W/ (1) PPB-M I I 1 11 O0 - O3 INSTALL TYPE R2 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS
.mac• DOUBLE PEDESTRIAN SIGNAL HEAD 1-1, I I I I ON SHEETS L1 TO L3.
W/ (2) PPB-M 1 y 1 � 0 INSTALL TYPE R3 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS
• El 2 INDUCTION LOOP I = 1 ON SHEETS LI TO L3.
I I 05 SAWCUT DIRECTLY TOWARD EDGE OF PAVED SHOULDER. INSTALL STUBOUT
TYPE 1 INDUCTION LOOP i T I CONDUIT PER DETAIL AND ROUTE LOOPWIRE THROUGH STUBOUT CONDUIT
TYPE 1 & 4 SIGNAL POLE I ' I II FROM THIS LOCATION TO JUNCTION BOX. SEE ROUND LOOP DETAILS FOR
�C TYPE 2 SIGNAL POLE II_ 1 I 1I
STUBOUTLOCATIONRELATIVE TO EDGE OF PAVEMENT.
- - - - - CONDUIT �I� 1 I 1 I ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED
I GENERAL NOTES:
b TYPE R1 INDUCTION LOOP Irri Imaimmommemli.. WHERE THERE ARE EXISTING MULTIPLE 2C LEAD-IN
db TYPE R2 INDUCTION LOOP 1 o 10 20 WIRES TO SPLICE NEW LOOP WIRES TO, THE WIRES
Cf Cfb TYPE R3 INDUCTION LOOP I I SCALE IN METERS MUST BE IDENTIFIED PRIOR TO WORK COMMENCING.
RENoON STATE FED.A I D PROJ.NO. ENVIRONMENTAL AND ENGINEERING
DESIGNED BY K. HALL 1/3/99 10 WASH PRELIMINARYEPUNS .1111 . SR 167 DL3
ENTERED BY P. DO 1/3/99 Washington State I-405 VIC TO SR 900 COUPLET .
CHECKED BY A. AMIRI 1/3/99 JOB NUMBER SUBJECT TO CHANGE -'/ Department of Transportation SHEET
PROD. ENGR. G. L. McKEE 1/3/99 00A002
REGIONAL ADM.J. OKAMOTO 1/3/99 CONTRACT NO. DATE: - 2..
DATE DATE REVISION BY OF
INTELLIGENT TRANSPORTATION SYSTEM PLAN 51
SHEETS
•
• " To23No Ro5Eo W0M0 \
O
°
°
°
° 00
° El
•01
/ /111111111111111111111\ 1\\ 0
CI C / � \,>\ x
° ye / �"��_
c_ ,( r ✓ r-t I L ;/ L ' 1 I V V
Q • ��-- - - LJ - -- -- LJ-- \�' lam' ' O �32.I --411;L ` 1�LJ
1 P32.2 w
N. i� w
SR 167 + 700 5i.1 -� P32.3 -- -- -- �o
Q P35.3 P34.2 P34 �I -=---= z a
c....> ; F
-- _ t— .4-
1 -- -- -- - - — -- JU'
1 P35.2 -- -- --
N c y> x
U
— -- -- -- -Ce -- -- I -- = r
Q P35.fi-
r-I =z> 1 x
•
•
N �^ _ r
- x -M1X� .__L r 1 ------ T.-.- -- LJ
-
/ �\J � J_l _/ �
© ` '
tllllllllllllll
00 Oo
00 \`1 ,
LEGEND \ 0 I i it
EXIST. NEW \\ 11 11 1 ,� V V V '
.. TYPE 1 JUNCTION BOX 1 \ U-1 1 1O P31.1 L J
• Ir: TYPE 2 JUNCTION BOX \\ \1 1 1 ,- —— : —— —— —_ J
CONSTRUCTION NOTES: N TYPE 3 JUNCTION BOX 1 \ Q 1 \ w P31.2
\ •• 1 \ \ N 1 0
0 LOCATE AND ABANDON EXISTING LOONS). REMOVE LOOP WIRE FROM 3;E ELECTRICAL" SERVICE CABINET \ \ \ \ -- -- -- -—
LOOP STUBOUT CONDUIT. REMOVE STUBOUT CONDUIT ELBOW FROM =�= CONTROLLER CABINET 1 1 1 \ N P31.3 + Q w o
JUNCTION BOX. ... \ 1 \ 1 "N- --s,._ (�w coo
-t> VEHICLE SIGNAL HEAD \ 1 1 \ x,+ ,�' z P24.2�zz o N
02 INSTALL TYPE R1 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS � -t SINGLE PEDESTRIAN SIGNAL HEAD \1 \1 \1 \I Lai =< �(1 ��� z
ON SHEETS L1 TO L3. 1 w v
W/ (1) PPB-M Z -- —— Z
( INSTALL TYPE R2 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS \ \ 1 1 -- a o P24.I r „ o --a
ON SHEETS LI TO L3. �t. DOUBLE PEDESTRIAN SIGNAL HEAD \ \ I \ -I v~i ; ��' ,z- J N '
04 INSTALL TYPE R3 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS q w/ (2) PPB-M \ \ \ \
x •1 x
•
ON SHEETS LI TO L3. A ❑ TYPE 2 INDUCTION LOOP \1 11 \1 \\ 1- P25.2 1
O SAWCUT DIRECTLY TOWARD EDGE OF PAVED SHOULDER. INSTALL STUBOUT m —— —— i—— —
11
CONDUIT PER DETAIL AND ROUTE LOOPWIRE THROUGH STUBOUT CONDUIT TYPE 1 INDUCTION LOOP
FROM THIS LOCATION TO JUNCTION BOX. SEE ROUND LOOP DETAILS FOR x TYPE 1 & 4 SIGNAL POLE . i"PVI P25.1 li
STUBOUT LOCATION RELATIVE TO EDGE OF PAVEMENT. x TYPE 2 SIGNAL POLE if —i..,L_..�-..--", nm_.— - --- ice"
LL— Jc L1 LL
ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED -
GENERAL NOTES: b TYPE R1 INDUCTION LOOP
WHERE THERE ARE EXISTING MULTIPLE 2C LEAD-IN db TYPE R2 INDUCTION LOOP 0 10 20
WIRES TO SPLICE NEW LOOP WIRES TO. THE WIRES CC COD TYPE R3 INDUCTION LOOP SCALE IN METERS 000
MUST BE IDENTIFIED PRIOR TO WORK COMMENCING.
REGIONSTATE FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING
DESIGNED BY K. HALL 1/3/99 10 WASH PRELIMINARYIS �. SR 167 DL4
ENTERED BY P. DO 1/3/99 Washington State
CHECKED BY A. AMIRI 1/3/99 JOB NUMBER 91-405 VIC TO. SR 900 COUPLET
SUBJECT TO CHANE i71- De artment of Transportation •
SHEET
PROJ. ENGR. C. L. McKEE 1/3/99 OOA002 P 211
REGIONAL ADM.J. OKAMOTO 1/3/99 CONTRACT HO.
DATE DATE REVISION BY DATE,
INTELLIGENT TRANSPORTATION SYSTEM PLAN 51
SHEETS
•
I
T •
a LEGENu" 0 23N G R . 5E a WM
o o
0
o EXIST. NEW © ii 1
i
".: TYPE 1 JUNCTION BOX i I 1 1 1 I I 000
• r,j i
�•: TYPE 2 JUNCTION BOX t 1
I. I Jj i
N . TYPE 3 JUNCTION BOX i AINO 4 1 1 A3N0 III
i i • 000
- ELECTRICAL SERVICE CABINET ©© j --;—y. j! • II O
O' R'•*-
„„.' r 1' p� .,� it
CONTROLLER CABINET is �, 1 ti I. I \
{� VEHICLE SIGNAL HEAD i i. b D ' ! I I \ _ _ _ _ _ _ _ ' — _ __
o r {' SINGLE PEDESTRIAN SIGNAL HEAD ! a P27.1 ! I • J _ __ HT . a - ° /
r` I W/ (1 l PPB-M P�7.2 1' - .---_1-------''--
1 - IRCH - - _
x' 1 '27.3!! 1( - �� 2 . J - I /
DOUBLE PEDESTRIAN SIGNAL HEAD �� i I !; '�.` L`�� Z y .� .r:-'' �r P21•1 ` � -v �,I.( ui
o e W/ (2) PPB-M • if I - I T �� 1� -- J
a x I n tri , _ ��' -- -- o
i ❑ TYPE 2 INDUCTION LOOP i i
'` TYPE 1 INDUCTION LOOP i �y' I K — •
"'Ul
vwuT
N x TYPE 1 & 4 SIGNAL POLE i” i� I I I 1.11 .!--x•I'----\:,.,4"...----1.----92B•' --— 1 P21.3 N I 2 � 13 '' `_^�'x TYPE 2 SIGNAL POLE % j I II I � p2g.2 �� --i-y _ - w c
/� i� /41111 II II /��� • iN c - ''�}^�P21f1 - _ _ _ - - F - a
b TYPE RI INDUCTION LOOP �/ i� •i1. • \� P2a'3 ��' �, ._sc\-- _ __ ___ - w
db TYPE R2 INDUCTION LOOP • i, I. \�\ ` ♦ !�� s _;__' __ r
•
1° IIVV , O U
o ('-_,,( 0')D TYPE R3 INDUCTION LOOP `�' .• ------t-- ——
._, _: .„ . _ %H.
-� KK
N -ice�� i i/ _.I-•-�- - _ _
•
// y P-'2• 9-52' < 1�
V1_ ', •
♦ i •
// AQ I�
v ♦.♦ // i �r 'I it CONSTRUCTION NOTES: -
'� ..- r ,
it
o
y p2 --''xk. y - �_•--� Ql LOCATE AND ABANDON EXISTING LOOP(S). REMOVE LOOP WIRE FROM.
• �P /// i 1 - 1-� 0 . II LOOP STUBOUT CONDUIT. REMOVE STUBOUT CONDUIT ELBOW FROM
9 y, / /i -1 _ 1 + it
JUNCTION BOX.
y - c _ - �., 1 . C u 20 INSTALL TYPE R1 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS
`, s ___ _ __ I O i ► ON SHEETS Ll TO L3.
� �� - `� O r O3 INSTALL TYPE R2 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS
`.
;\ �� - ON SHEETS Ll TO L3.
•
O4 INSTALL TYPE R3 INDUCTION LOOP(S.). - SEE ROUND LOOP DETAILS
O i i \, I d
\ �� 5 ON SHEETS L1 TO L3,
P ��/�� • ��` /� — 7id O SAWCUT DIRECTLY TOWARD EDGE OF PAVED SHOULDER. INSTALL STUBOUT
�. I `' x CONDUIT PER•DETAIL AND ROUTE LOOPWIRE THROUGH STUBOUT CONDUIT
• 00 FX CA/".17-)is'N FROM THIS LOCATION TO JUNCTION BOX. SEE ROUND LOOP DETAILS FOR
•
©00 % Id 70 1. STUBOUT LOCATION RELATIVE TO EDGE OF PAVEMENT.
Fx II
CD Ir( ) •
ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED
• t
,.. �} I O f GENERAL NOTES: •
If cr)
r I
i. Id �J o 10 20 WHERE THERE ARE EXISTING MULTIPLE 2C LEAD-IN
ii •-1 . (_,N WIRES TO SPLICE NEW LOOP WIRES TO, THE WIRES •
• .r O - a SCALE IN METERS MUST BE IDENTIFIED PRIOR TO WORK COMMENCING.
•
REGION STATE F ED.A I D PROJ.NO. ENVIRONMENTAL AND ENGINEERING
N0.
DESIGNED BY K. HALL 1/3/99 PRELIMINARY
,� �/� A /� �/ •
VIC CE R
ENTERED BY P. DO 1/3/99 10 WASH [ REL-�I!/I�@♦��-^, V PI ANS SR 167 DL5
CHECKED BY A. AMIRI 1/3/99 '03 MOORSUBJEGT TO CHANGE Washington State I-405 VIC TO SR 900 COUPLET
PROD. ENGR. G. L. McKEE 1/3/99 00A002 . Department of Transportation 2x5cT
REGIONAL AOM.J. OKAMOTO 1/3/99 CONTRACT NO. Of
DATE. INTELLIGENT TRANSPORTATION SYSTEM PLAN
SN ETS
DATE DATE REVISION BY
To23Na Ro5E0 W0M0
0
C .
O. \ I I , \ I I ' ' I ) /
oo -- —.�.- - - - - - - - - - - - - - - - - - -- .==== - - - - - -
o —— J
Q W -
T, ____ ____ milimmmm
SR 167 - RAINIER AVE Sa
W Q mymmmmmimi
, ,
J 0 11324.3 P23.3L .....
Q
.
.„....c„.
I��P24.2 \,..,p23.21.
—— —— —
4---- --
--
,_,
____ ____
-- -- 1 _-- __ �� =i-
_ .
o II'� (:); I�1P24.1 1 P23.1 =..3 II'�
X--•
.
� I I ini
ii
I ;...e.., a
r- • r •
,,.
N '
00 Y
P i p %
I'
to
F
III
(s� <i� ll u�) �t� /
CI
1 d
• P , 41
LEGEND
.21
EXIST. NEW j; 1 '
1 1$71
II 1
:: TYPE 1 JUNCTION BOX r _ = r _ _ .11
CONSTRUCTION NOTES: �: TYPE 2 JUNCTION BOX c I' : - _ J L _ - J •
.
TYPE 3 JUNCTION BOX L` ._ ty
0 LOCATE AND ABANDON EXISTING LOOP(S). REMOVE LOOP WIRE FROM
LOOP STUBOUT CONDUIT. REMOVE STUBOUT CONDUIT ELBOW FROM ZTy ELECTRICAL SERVICE CABINET r
JUNCTION BOX. ��:1,1.51 CONTROLLER CABINET gi 5
O2 INSTALL TYPE RI INDUCTION LOOP(S). SEE ROUND LOOP DETAILS .--t> VEHICLE SIGNAL HEAD P io (f.,
ON SHEETS LI TO L3.
rte-- SINGLE PEDESTRIAN SIGNAL HEAD j. (--\73 , 5
0 INSTALL TYPE R2 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS I (vim) i
W/ (1) PPB-M ji
ON SHEETS L1 TO L3. i
0 INSTALL TYPE R3 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS � {� W/ (21 PPB-M DOUBLE PEDESTRIAN SIGNAL HEAD �� z Qx
II
ON SHEETS L1 TO L3. A A, I O
KD SAWCUT DIRECTLY TOWARD EDGE OF PAVED SHOULDER. INSTALL STUBOUT • . 0 TYPE 2 INDUCTION LOOP I; D cr
CONDUIT PER DETAIL AND ROUTE LOOPWIRE THROUGH STUBOUT. CONDUIT ,'
p I 'j i._
TYPE 1 INDUCTION LOOP 5
FROM THIS LOCATION TO JUNCTION BOX. SEE ROUND LOOP DETAILS FOR a ----I
STUBOUT LOCATION RELATIVE TO EDGE OF PAVEMENT. x TYPE 1 & 4 SIGNAL POLE P o I- I '
ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED
TYPE 2 SIGNAL POLE
GENERAL NOTES:
'ID TYPE R1 INDUCTION LOOP
WHERE THERE ARE EXISTING MULTIPLE 2C LEAD-IN •
d b TYPE R2 INDUCTION LOOP
WIRES TO SPLICE NEW LOOP WIRES TO, THE WIRES 0 10 20
MUST BE IDENTIFIED PRIOR TO WORK COMMENCING. d d b TYPE R3 INDUCTION LOOP
SCALE IN METERS
- RE:e" STATE FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING
DESIGNED BY K. HALL 1/3/99 10 WASH PRELIMINARY `AI ri �� SR 167 DL6
ENTERED BY P. DO 1/3/99 Washington State 1-405 VIC TO SR 900 COUPLET
CHECKED BY A. AMIRI 1/3/99 JOB HW6ER SUBJECT TO CHANCE VW Department of Transportation SHEET
PROJ. ENGR. G. L. McKEE 1/3/99 00A002
REGIONAL ADM.J. OKAMOTO 1/3/99 CONTRACT Ha. 26
DATE DATE REVISION BY DATE: INTELLIGENT TRANSPORTATION SYSTEM PLAN -SIF
SHEETS
•
•
STOP PA' •
$ JP INSTALLATION NOTESI
to
0 LEAD-IN TO ROUND •
•
I. LOCATE JUNCTION BOX AND LEAD-IN CONDUIT. LOOP SAWCUT
CENTER OF
2. SAWCUT LOOP SLOTS AND LEAD-IN SLOTS. LANE 0
LOOP SERIES 0
NUMBER 61TWISTS/MEETER4 TWISTED IR 3. TWO METERS(-3--- LAY• OUT °MINIMUMP WIRE SSLACKNG AT JUNCTION BOX. ALLOWING STOP BAR -
•
SEE NOTE a6 I •
c •
4. INSTALL WIRE IN LOOP SLOT AS SHOWN. Ijpikillt
0
°' 1 0.3m j ROUND LOOP
.• 1.22m
TO CONTROLLER 5. FINISH LAYING OUT WIRE AT JUNCTION BOX AND IDENTIFY LEADS SEE LOOP SAWCUT SAWCUT
DETAIL
(TYP.)
�., WITH LOOP NUMBER AND ""S"" FOR START AND "F" FOR FINISH. I0
NAL/ 2cISI ' A A
6. TWIST EACH PAIR OF LEAD WIRES SIX TIMES PER METER FROM EDGE OF PAVED
o • TO ADDITIONAL/
o LOOPS WHERE - f SHOULDER 0
APPLICABLE \ LOOP TO JUNCTION BOX. REVERSE DIRECTION OF TWIST FOR EACH
• O.
SUCCESIVE PAIR INSTALLED. B FOR CONDUIT STUBOUT E
LOCATION SEE LOOP STUB E
i 7. CONSTRUCT SUPPLEMENTAL SPLICE. CONTAINING ANY SERIES OR C u•i �
0
PARALLEL LOOP CONNECTIONS REQUIRED IN PLANS. SUPPLEMENTAL j B OUT CONDUIT PLACEMENT �,
C:3
SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWN FOR DETAILS
THE LOOP LEAD AND SHIELDED CABLE SPLICE. 4.27) i C .
i COOP SERIES2 (TYP.) 2.44m JUNCTION BOX
NUMBER (TYP.) I TO ADDITIONAL �` •
~ •
8. SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE LEADS TO SHIELDED
.SI i LOOPS WHERE ',
N -
CABLE AS NOTED IN THE PLANS. •
j APPLICABLE D�° LOOP SAWCUT
9. COMPLETE INSTALLATION AND TEST LOOP CIRCUITS OR COMBINATION _i__
Y •••� SPLICE LOOP CIRCUITS. SEE STANDARD SPECIFICATION 8-20.3(1410. I __ --1 DETAIL
••. KIT I A A ��
•
TO ADDITIONAL •
10. FRONT OF LOOP SHALL BE MEASURED FROM BACK OF STOP BAR. OR -• I
•
LOOPS WHERE BACK OF. CROSSWALK WHERE NO STOP BAR IS INSTALLED. I I M
•
O • APPLICABLE •••�••. .- 11. CONDUIT FOR LOOP STUBOUT SHALL BE SCHEDULE 40 PVC. � B I%� I
o JUNCTION BOX ,-L---- TO ADDITIONAL
wN .12. LABEL ALL LOOP LEAD IN WIRES WITH BOTH LOOP' NUMBER _ I B LOOPS WHERE
+S=START AND LOOP SERIES NUMBER ON TYPE R3 LOOPS AS SHOWN BELOW. I c APPLICABLE
. E1. .
•F=FINISH 0
co .i, CENTER OF
LOOP SERIES • • . TO ADDITIONAL SPLICES, SEE LOOP LANE C
N NUMBER LOOPS WHERE WINDING DETAIL
APPLICABLE •
j
I C ' •
B C
LOOP LEAD IN WIRE LABEL: i B • - i
o Lxxx L xxx - xx T e
o LOOP NUMBER ) B I
• a- j I.83m
. TYPE R3 INDUCTION LOOP I. FOR CONDUIT STUBOUT A A
LOCATION SEE'LOOP STUB
A A OUT CONDUIT PLACEMENT
• DETAILS
LOOP NUMBER • LOOP SERIES NUMBER ••
TO ADDITIONAL DASH IS OR F TYPE R3. TYPE Rl
LOOPS WHERE .
TO ADDITIONAL APPLICABLE INDUCTION LOOP INDUCTION LOOPLOOPS WHERE
APPLICABLE. :F1 •
f
- •S1
•
TO CONTROLLER 0 0 FULL DEPTH SAWCUT
Icil e
[,,2C(S) O 0 \ .
11172 ,
WM `•� le MATCH EXISTING MATERIAL
• ' • v 0 SEALANT TO ENCAPSULATE CONDUCTORS - • '? n
SEE SPECIAL PROVISIONS. "• 75mm CRUSHED
SPLICE KIT
a .'`-.' z x z SURFACING TOP COURSE
2O LOOP WIRE - a14 AWG. z x - 1 ' (WHERE SAWCUTTING IS
. . JUNCTION BOX O LEAD-IN WIRES: (SEE INSTALLATION E E E E E REQUIRED) •
•
TYPE R1 INDUCTION LOOP NOTES) THREE PAIR MAXIMUM PER �h E E - © ��I N e SAND
SAWCUT. w r o© 0ti .0 Q CONDUIT
O EXTEND SAWCUT SUFFICIENT LENGTH TOirk-
!.
PORVIRE FULL SAWCUT DEPTH AROUND V % W = CONDUIT DIAMETER
LOOP WINDING DETAILS. CORNERS.
6.35mm MINIMUM 12.7mm MINIMUM � W PLUS 50mm
(�5 WEARING COURSE (LOOPS SHALL BE 12.7 mm MINIMUM
NEW INSTALLED PRIOR TO FINAL LIFT IF WIDTH SAWCUT WIDTH SAWCUT WIDTH SAWCUT WAPPLI
HERE ABLE •IN IMPROVED AREAS
• APPLICABLE. SECTION
IS INSTALLED) WHERE SECTION A-A SECTION B-B SECTION C-C WHERE SAWCUTTING IS NECESSARY
BETWEEN CONDUIT STUBOUT AND
ASSOCIATED JUNCTION BOX.
6 FILL WITH SEALANT.
SEE NOTE 6 SEE NOTE 6
•
REG�CX
SECTION D-D
XG. STATE FED.A I D PROJ.NO. ENVIRONMENTAL AND ENGINEERING
DESIGNED BY K. HALL 1/3/99RRELIMINARY ,
ENTERED BY P. DO. 1/3/99 • 10 WASH .� SR 167 L1
•
CHECKED BY A. AMIRI 1/3/99 SUBJECT TO CHANGE Washington State I-405 VIC. TO SR 900 COUPLET
PROJ. ENGR. G. L. McKEE 1/3/99 JOB 002
OOA002 �® Departmenfi of Transportation sXEET
REGIONAL ADM,J. OKAMOTO 1/3/99 DATE• 2
COM TRACT NO.
DATE DATE . REVISION BY . ROUND LOOP DETAILS
•
SE ITS
•
•
i
SUPPLEMENTAL SF'- '
o0 •
IF REQUIRED IN j5
.
SEE SPLICE TRANSITION FROM LOOP
o
VARIES - SEE LOOP STUBOUT CONDUIT PLACEMENT DETAILS 1TRANSVERSEWSAWCUOT SHALL
DETAILS
AND NOTES 10. 0
BE ON LANE EDGE (TYP.)
SEAL CONDUIT WITH DUCT SEAL
I I TRANSITION FROM LOOP
JUNCTIONI I I • LEAD-IN SAWCUT TO
C
BOXLEAD-IN SAWCUTS
' PEDGEOFTRANSVERSE SAWCUT SHALL
•
0
'-. SHOULLDER BE ON LANE EDGE (TYP.)
m tiff
rwri....
„ ....�,,... ' ...
C. E I • •• •• , JB1 . 1 . 1 . 1 .
,1-
p -
•
0
��
/ 0
t' „•:.:i -1:.°t' i`.i :�•=.-i '�';•: • W * tI T-',/% ' EDGE OF
o 0 a I , ; , PAVED
SHOULDER
�— a • • i • I 4 FOR CONDUIT •
I .,*.
a LO- 251 I • STUBOUT LOCATION I •
FOR CONDUIT SIZEI R
n • --
/ TO AMPLIFIER, TO LOOP STUBOUT, E LANE EDGE SEE LOOP STUBOUT �(\fl , --CI
r`
t° SEE PLANS SEE LOOP STUBOUT c� o o CONDUIT PLACEMENT ,
CONDUIT PLACEMENT o ? ”' , DETAILS
DETAIL. w N I • I • I
Y TYPICAL C O N D U I T PLACEMENT F O R LOOP INSTALL THREE 27mm SPARE I FOR CONDUIT
CONDUIT STUBOUTS AS SHOWN. MARK ABOVE EACH • STUBOUT LOCATION
DRILL HOLE 25mm SPARE STUBOUT WITH PK NAIL. LANE EDGE LOOP STUBOUT
LEAD — IN WIRES LARGER THAN CONDUIT CONDUIT PLACEMENT
FILL WITH EPDXY
TYPE R3 SAWCUT LAYOUT DETAIL ( TYP. ) I DETAILS
(FOR 3 TYPE R3 LOOPS) INSTALL THREE 27mm SPARE -
N LOOP LEAD PAIRS 1-2. 3-{ 4-5 , 6-8, 9-12.. - LEAD- IN SAWCUTS AND STUBOUT ~DETA`I'L "'o
STUBOUTS AS SHOWN: MARK ABOVE EACH
SPARE STUBOUT WITH PK NAIL.
CO CONDUIT SIZE (MIN. ) 27 35 41 53 . 63
TYPE R3 SAWCUT LAYOUT DETAIL ( TYP. )
•D E T A I L A (FOR 4 TYPE R3 LOOPS)
co
N TABLE A
ALL DIMENSIONS ARE IN MILLIMETERS
N UNLESS OTHERWISE NOTED.
o SCOTCHCAST EPDXY 82A OR 82A-1 SPLICE KIT
J
TWO LAYERS OF VINYL ELECTRIC TAPE
VINYL ELECTRIC TAPE .
CEMENT CONCRETE CURBS -- -
SEAL BOTH ENDS OR GUTTER- SEE STANDARD STUBOUT SHALL EXTEND A
PLASTIC PLAN F-1
WITH ELECTRICAL 152mm MINIMUM OF 18mm INTO PAVEMENT.
CABLE JACKET MOLD __ PUTTY AND TAPE \ -STUBOUT -SHALL EXTEND A E PAVEMENT DEPTH VARIES.
-
�u TO MINIMUM OF 18mm INTO PAVEMENT. m
\ --- \ S JUNCTION ^ "'
I Migi111,162�� '( BOX 610m PAVEMENT DEPTH VARIES.
����` ; F TO I I
//////
\ + SCHED 40 PVC SECURED • JUNCCTTION I 1 6'10mm \ S
1-4,k
BOX I I + CHED 40 PVC SECURED
SOLDERED. IN ROAD --
SURFACE (TYP.) . ` - =.7.-
-1-
•
I J IN ROAD SURFACE (TYP.)
EDGE OF PAVED
25mm 25mm COMPRESSION CONNECTION SHOULDER 381mm
E STUBOUT SHALL EXTEND A
•
DRAIN WIRE * / STUBOUT SHALL EXTEND A MINIMUM OF 18mm INTO PAVEMENT.
1\
DETECTOR LEAD-IN CABLE (FOLD BACK AND TAPE) LOOP WIRE, SEE MINIMUM OF 18mm INTO PAVEMENT. M I PAVEMENT DEPTH VARIES.
TO /
2C(5), SEE STD. SPEC. STD. SPEC. 9-29.3(8) JUNCTION 610mm PAVEMENT DEPTH VARIES.
9-29.3(7) + GROUND DRAIN WIRE BOX
TO
JUNCTION 610mm
AT AMPLIFIER ONLY •
+ SCHED 40 PVC SECURED BOX +SCHED 40 PVC SECURED
IN ROAD SURFACE (TYP.) IN ROAD SURFACE (TYP.)
SPLICE DETAIL + SEE DETAIL A
NOTE: SPLICE KITS SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SLACK SHALL BE LOOP STUB-OUT
PROVIDED THAT THE SPLICE CAN BE RAISED A MINIMUM OF 450mm ABOVE GROUND LINE. - • CONDU I T PLACEMENT DETAILS
REGION . .
STATE FED.AID PROJNO
No. PRELIMII 4-Ig NEERING
DESIGNED BY K. HALL 1/3/99 - 10 WASH
ENTERED BY P. DO 1/3/99 SR 167 L 2
CHECKED BY A. AMIRI 1/3/99 SUBJECT TO �1�,� �al_
PROD. ENGR. G. L. McKEE 1/3/99 •
'°e Nu`8ER vr
Washington State I-405 VIC: TO SR 900 COUPLET
REGIONAL ADM.J. OKAMOTO 00A002 DATE. /r Department of Transportation SKEET
1/3/99 CONTRACT NO. ^ q,
DATE • DATE REVISION BY L�SjQFf
ROUND LOOP DETAILSNEtTs
CENTER ( !
a LANE
o "
•
o i
STOP BAR
0.3m !
1.22m SEE LOOP SAWCUT
A A DETAIL (TYP.) •
C
C EDGE OF PAVED
DI
I SHOULDER
o
! g- FOR CONDUIT STUBOUT •
B LOCATION SEE LOOP STUB "
OUT CONDUIT PLACEMENT
a
C DETAILS
0 4.27m C
(TYP.) 2.44m TO ADDITIONAL JUNCTION BOX
(TYP.) LOOPS WHERE
Qj APPLICABLE c ,�•,`
�, ! a • •_
C D D
•
'.>
i
to
M.
Y
A A
L----
o
o
N •
I SPLICES, SEE LOOP
w I WINDING DETAIL
1 •
co I •
N j •
•
TYPE R2
INDUCTION LOOP •
J
TO CONTROLLER
•
2Ccsi i
\'
LOOP SERIES TRANSITION FROM LOOP
0)
NUMBER 4F2 LEAD-IN SAWCUT TO
•
•52 TRANSVERSE SAWCUT SHALL
BE ON LANE EDGE (TYP.)
SPACE KIT EDGE OF
••. SI �-PAVED
TO ADDITIONAL I I
1 SHOULDER
•F1
LOOPS WHERE ,
APPLICABLE '
•.• .: _JUNCTION BOX • • • , - JB
.• 1 ,-;
'
L'
° •
FOR CONDUIT
LOOP SERIES "14 TWISTED PAIR LANE EDGE I • I • STUBOUT LOCATION
•
NUMBER SEENOTE
0 6 TWISTS/METER
DETAILSTER SEE LOOP STUBOUT
C6
I� CONDUIT PLACEMENT -
• INSTALL TWO 27mm SPARE
STUBOUTS AS SHOWN. MARK ABOVE EACH
TYPE R2 INDUCTION LOOP SPARE STUBOUT WITH PK NAIL.
LOOP WINDING DETAIL TYPE R2 SAWCUT LAYOUT DETAIL ( TYP. )
(FOR 3 TYPE R2 LOOPS) •
nEGOM STATE FED.AID PROJ.NO. !�B/��EtL��[�/q �I
xo. 1.PELIM1! b6��®�! N Ic-�A0"vNGINEERING
DESIGNED BY K. HALL 1/3/99
ENTERED BY P. DO 1/3,99
SUBJECT TO CHANGE 10 WASH
CHECKED BY A. AMIRI 1,3,99
Adak
167 L 3 .,
PROJ. ENGR. G. L. McKEE I/3/99 ��M1eEA Washington' State 1-405 VIC. TO SR 900 COUPLET
REGIONAL ADM°J. OKAMOTO 1/3/99 OOA002 C Department Transportation
CONTRACT NO.
ROUND LOOP DETAILS Daki e
SHEET
DATE DATE REVISION BY. ` .2
5.1)„.
I- • IIII
I
To23No R . 5E . WoM0
BEGIN PROJECT
•
SR 167 MP 25000
STA 42+325 ..000
Z BEGIN NORTHBOUND
SR 167 OVERLAY '
to I
x
o 1 i t
_ I
In lx ---_--_
•
,T1-..�-;TC�
lir
--I-
795-8'7
p Q —___—___+�_ Cr-- - _ -t- ,, - -- -
_$. 1 67 ----- ---___ -_ - MS--51 r� , ;i -M5_-1 --- ---------- -- ---+66�
52 i i: MS 2 S 16
_ �- -------- -- — - "' --- ---- -_
•
•
•
Y
. •
o •
To23No RE75Eo WoM0
••• •
•
•
•
•
•
•
•
•
•
•
•Z
•
•
•
N
I-
•v
O
r`
M - •
•
•
•
•
•
•
•
•
»i,1"/Trii,iii,i,iiiii, r>riiiir-7i,,,iiii,iii,-iir,-,iiiiir-iiiiii,,-zemirniii."irii Zii,i,iiiiiiii,,-ii»iT.,rr» irrii,-i,iii,ii,ii,iii,>>>iiiiiii»>ii.`iiii,i>>eche '
•
O .
O
O
N SEE DETAILS ON SHEET ITDI
•
1— —1——1— —�——1——1——1——�— —
0 •
1- - - - —!— —— —
—'-—1——�——1— —1— —1— —�— —1—
�a;Pg;. —1— —1—
CD
14 10- MS SI •
�*x'I1�2 -MS---I _ •
N 9"28'36" W - 0� - -- --- —
•
ti - - -_ - - - - - - -
-�'= — — -MSH- -MSH--3 �4�0
--- - n- �- - —
- MSH 53 +�'
CD
w _
— — •
ii— —-MN_--32 _ ' ' -MN--S3
-
-, 1— — -- - - — — - -MNH--1 .--1-I'I.r `
-- - '. _ -_t.__�T'--__- s - Zig--r--tel. r�L_- —.r�__r_7—_7_-'-- to __-__-_ -
\)iT+-1,.1i_14;":•.:1:,-C-7/PBS------------------------------- �.
ss
•
•
•
•
•
•
•
•
•
•
•
0 10 20 - 30 . 40 50
SCALE IN METERS
fE01°' STATE FED.AI D PROJ.NO. E GINEERING
DESIGNED BY L. NGUYEN -
p(,ELimIN S4
ENTERED BY H. M057AGHINI 10 WASH _� • SR 167 IT2
CHECKED BY M. JANKA J03 NUKIERSUBJECT TO CHANGE Washington State I-905 VI TO SR 900 COUPLET •
PROJ. ENGR. G. L. McKEE -
5/IRE r
00A002 DATE:
�� Department of.Trnnsportation
oc
REGIONAL AOM. J. OKAMOTO
CONTRACT M0. L�/
DATE DATE REVISION BY •
ITS PLAN
S•i 77S
I
1
•
Y To23N . Ro5Eo WoM0 •
x
mom z 311.1111m--
� \1 ' i illi \ 1. ,�. I 1 ,
\\\1 1 1 , 1 1 IH 1 IiI , I + r r 11 1 11
• \\1\ \ 1 IH 1 1 1 1 1 1 I I - i rr 1\ It •
• \\ \ I 111 1 II 1 I 111 1 I r i I , rFi II II fJ-It •
11V, ,11 1 1 I I + I H I I, , Y ,* r r ,/ I I g1 I
IA", ,1 IH 1 I I I. I • till
it 1 I r r I, II \1 1
11„ ,I 111 1 1 I • IH.1 1, , I I *1 / / /r \I t1\
C HI' Ii iHi 1 I • 111 1 1 I I ' / /i II Iii D
73 Ilii ill l del i iHi 1 I " /'/ // ii 4`►ii • Q
H II H I 1 1 1 111 \ \ 1 1 I + ://1 r 11 ,II
sn •
• Ilii illi I •. i i I iHi i I I / / r/ I\ yE I1 •
1— H 11 IH 1 I I Ill 1 1 I '` / / . r, •11 I\ •
t IIII 1111 i1 i iHi i i max- �+ � :' 1\ \ \i
Ilii iH � 11 i I i in , i ;'W� .."' o , Its
i �� I . 1 1 I I H I 1 I r�i .� t\ \` \\\ • I a l
•
r-)
r, Iii ,.11 II 1 I I li, 1 H i i I /C,� y/'/ \,\`. '`'�\ ,
i'ill'i ,ii 1 1. 1111 I \tT � � 1 ,
a k i 1 III I. 'l i I i _iHi i • i.: F.-/.."' ``‘` \``-" I ; t
CJ P �1f• ---- -y- -1-- - ti-111--1-----IF: - .k /'�� `�� ` . I • `, \
1 II , 1 1 1 H 1 1 ,ry �� \ ,\ \ �♦ I , 1
N 1 1 1 1 11 1 1 • % \ �♦ \
`t, 1 II 1 i i •iHi i I ''�� \�` `%` �x — =1"--
z...7,_
��
cc
Fd Fi 1H 1 111 I 1 i R+ _Lj-�QO_ - - � i'' r� s.� ii'
•
V) I.y I y, IIII i i iHi i 1 1 ,t> - 1` Lry `J ``J� ```•� -_--- L. -:- --><- -><-
i illi i i I iHi i - J - -I
m I "1 . 1 _ �,r d�'`>` _ '3 X30'
-
re" ~ illi 1 i iHi i /f• �♦ •
v +gO�Hi ;Ili r— — — — — — _ — — — — -
•
---- F-}r IIII i i. .i iii i�{_r— N 01'45"00"' E — 44+500 SR-167 +,600--. — — — — —
•
o --- i,l •i 1 x@00 — _ -MN-_2 • ■ — — — — — _ _ — ,� — .
N
vs •
I —_
1 MN
l ■
Q �. -FSI- c. 7 _ - 1ilh — - --
•
•
0
\\ I. , • - / .C�ll``�, co--;' /
,t :y!-1 l T r 1 r -r-Y- r-ffr-1--T" `b #�-` \�.` / ;�i
1
N . �,�My\ 1 1 11 I 1 1 1 T 1 1 1 1 I4y �`�` /� i'�i
1--•
�f.i I 1 { 1 1 , 1 1 1 1 1 1 1 I O © • ``\\ /r /� ` ..
O ,5 y , p 1 I , 1 1 +1 1 1 1 1 �, • ` `Z` r/ / 11
I i+I I I i is I i i i I r� SEE DETAILS ON SHEET ITD1 ``�` \• �`.\\ e' :" c` -
i , , I 1 1 ,' 'I 1 1 1 1 1 1 I • •• • �/ ''
I 11 ; 101 1 1 1 I i i i 111
#1:\J.-1'-‘,$.
�i` 1'\\ r f ,f +�
• j Ij 1 1 1 i i i i .I i i i i I - i�, �� iie i i
I; I I i I I I I i I 14 \\ \\ ;•' ;, s9 ; ,
i , 1 1 1 �1 1 1 1 1 I. I , \ 1 .. 1, , ,
•
j, 1 1 1 1 1 1 1 1 1
1 1 1 I I \
Existing•
•
ITS Legend '
New
•
-"------ ----- Condu i t
•
•
CONSTRUCTION NOTES :: Type I Junction Box
• Type 2 Junction Box
O1 INSTALL TYPE RI INDUCTION LOOPS PER ITS STANDARD AND SPECIAL PROVISION.
•
Type 3' Junction Box •
• (I SPLICE NEW LOOPS TO EXISTING WIRES AT THE JUNCTION AS SHOWN ON SHEET ITD2. a�V SC&DI Cable Vault
EPS- SC&DI Pull Box
MVP
•
- I,.y Controller Cabinet (Ramp Meter or Data Station)
-r CY Type R1 Round Induction Loop Vehicle Detector
•
Type 2 Induction Loop Vehicle Detector - -
;T,
1 Transformer Cabinet
'*20 30 40 50 .� CCTV Controller Cabinet
0 110 rTI
•
SCALE IN METERS
•
REMo°X STATE FED:AID PROJ.NO.
Q�1\I a GINEERING
DESIGNED BY L. NGUYEN 10 WASH ����� ,SER,, ;EF-I F
ENTERED BY H. MOSTAGHIMI �+
CHECKED BY M. JANKA • ,�,,,,WA SUBJECT TO CHANGE Washington State I-405 VIC TO SR 900 COUPLET IT3
PROJ. ENGR. G. L. McKEE 00A002 DATE' ® Department of Transportation SHEET
REGIONAL ADM. J. OKAMOTO CCMITHJCT N0. / '
DATE DATE REVISION BY ITS PLAN sks
I
•
To23No Ro5Eo WoMo
•
•
mom Z �— /
CI
j •i / ,i 'i til ` \\♦
- II/, II,,1 Ili % * 'l
CD
/ / I,kiv'� n'1 111
Ra
~ -' / ,/ i // Nr Hill— Iky % .1 \
O /'/ dr
i / // Mi ii{ •i-
\t
r• /• �, i i ,' I J t 1
WI
w\; : o
•
., , „ -
•
sir
..........'•••:,.:41 . . a., .........., ,..:........,
•
—x- -x——x—• — }\`` I
``` ; - p I___,,-
__,3- 'C`� . _x— x ` .. Ip x— -- �' ' ,
0
ro
0
o + ----------------------------------------------------------------+------------------------ - —
Q +T00 N o1�45'00" E —200 SR 167 +300
- - - - - -
T
F- AMN---2 r,
o
a • W ---- AMN---1 C' - 0 •
_1-1
_ APB; - - - - - -- - - -- - - --- -- - ----- ----- - -- - - •-� =p=_ =_=-____-__________________=____-_ "fir _---.7
_ 1 -----
x _
-: T\
--"r---
----
.7.===277__________ ___---------__===---:.-------,
---------------N 04'`YY2r25==•E___ ______--__ tom- -
.. ...moi._ _f,__,� �i� - `''•,T�`� : S ,
•
,
1 = _ k ' ,.` V. LEGEND
•
`> . s`�' 49 Iii / O EDGE STRIPE DOUBLE YELLOW CENTER LINE STRIPE
•
_ -_ •SN.,`.
•
,����� `‘`:. �1; ; ; O LANE STRIPE © `,TWO WAY LEFT TURN LANE STRIPE
- �\;• �`..5�s.. ���, ,, �' 03 GORE STRIPE O7 PAINT EXISTING CURB
- �, ?` `
IlyaI O DROP LANE STRIPE `
�� SIGN NOTE ci SINGLE POST SIGN (EXISTING)
SIGN REMOVAL NOTE el SIGNLE POST SIGN (NEW)
NEW LOCATION 1- EXISTING OVERHEAD SIGN
GENERAL NOTES.: SIGN RELOCATION NOTE I- NEW OVERHEAD SIGN
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO •
JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31. 1961, AND BLACK RIVER TO EXISTING LOCATION ::; EXISTING CATCH BASIN
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. _! EXISTING CULVERT W EXISTING GRATE INLET
2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. 0 10 20 30 40 50 ----
•
SCALE IN METERS ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
Ruo°M STATE FED.AID PROJ.NO.
� ���■ s,In , AL GINEERING
DESIGNED BY L. NGUYEN 1/3/00 PRELIMIN s E IT4
ENTERED BY H. MOSTAGHIMI 1/3/00. 10 WASH �_ SR 167
CHECKED BY M. JANKA' 1/3/00 JOBHUHgEA SUBJECT TO CHANGE Washington State. I-405 VIC TO SR 900 COUPLET
PROJ. ENGR. G. L. McKEE 1/3/00 00A002 Department of Transportation SHEET
REGIONAL ADM. J. OKAMOTO 1/3/00 DATE:
T E: - 3$
CONTRACT M0. ` ,!
DATE DATE REVISION BY • . ITS PLAN cEE
•0
GRINDING DEPTH = 15 mm m =
w o_
o w
o
°- z z ,
C
w
• f
E SHOULDER / , z
P . ,
ry /, _
O
O O
-MNH-- 1 i ;� -MNH-S1 ; E E --
CC
-0• I ti
oN E . i EXISTING PAVEMENT SURFACE .i
M -MN---2 t ,,�I ! �,;_; -MN- -S2 A .
a . �
ti E I i I _ E E E
W —MN---3 ,�� i !„" ; -MN--S3 �, - - -'- - - -'- - - — - - - - - - - - . E
M I ! Q u,
NI EXISTING LOOP
Q
Y .cs,E SHOULDER F. .
o 2.0 m �� 2.5 m s 2.0 m
0
N GRINDING DETAIL AT THE LOOP LOCATION ON SR167 NORTHBOUND ••
•
APPROXIMATE STATION 42+4680000 AND 43 +3480000 GRINDING PROFILE
N .
•
N
.1-
0 F0
J
d
— -- .
v
• E SHOULDER
N
o NEW TYPE R1 INDUCTION ROUND LOOP — (DI r I E EXISTING LOOP
-MN-- -2 i i----
E I
lc NEW TYPE R1 INDUCTION ROUND LOOP--31 - II ! --,— EXISTING LOOP
M -MN--- 1 t
I._.:k!
1 •
• E SHOULDER
N
Y
G:1
Ci'a
LOOP REPLACEMENT ON SR167 NORTHBOUND •
STATION 44 +5180000 . •
01 ONSTATE FED.A I D PROJ.NO.
xo. ENVIRONMENTAL AND ENGINEERING
SERVICE CENTER
DESIGNED BY L. NGUYEN 1.0 WASH iSR 167 I'TD1
ENTERED BY H. MOSTAGHIMI �, Washington I-405 VIC TO SR 900 COUPLET
—
on State
CHECKED BY M. JANKA J�MASER `; i✓.,,._. a `• �• N. ., Department of Transportation • SHEET
PROJ. ENGR. G. L. McKEE p
REGIONAL ADM. J. OKAMOTO CONTRACT NO. DATE■ 3y
DATE DATE REVISION BY ITS DETAILS 5
E1
ETS
I
I
LOOP INSTALLATION NOTES 1
0 1. INSTALL JUNCTION BOX AND LEAD-IN CONDUIT. LOOP SAWCUT
• 0 LEAD-IN TO ROUND
= TO ADDITIONAL
LOOPS WHERE 2. SAWCUT LOOP SLOTS AND LEAD-IN SLOTS.
0
TO ADDITIONAL
TO ADDITIONAL APPLICABLE LOOPS WHERE
LOOPS WHERE •
3. LAY OUT LOOP WIRE STARTING AT JUNCTION BOX, ALLOWING APPLICABLE .
APPLICABLE •.�.•••I $ k TWO METERS MINIMUM SLACK.
• CENTER OF
4. INSTALL WIRE IN LOOP SLOT AS SHOWN. 0 LANE C
5. FINISH LAYING OUT WIRE AT JUNCTION BOX AND IDENTIFY LEADS ROUND LOOP j
2CIS) WITH LOOP NUMBER AND "'S"" FOR START AND "F FOR FINISH. SAWCUT B
_
0
C
6. TWIST EACH PAIR OF LEAD WIRES SIX TIMES PER METER FROM
-I-
�' SPLICE KIT -----TO CONTROLLER LOOP TO JUNCTION BOX. REVERSE DIRECTION OF TWIST FOR EACH B
SUCCESIVE PAIR INSTALLED.
1)111!!°°
Q 1.83m
o
7. CONSTRUCT SUPPLEMENTAL SPLICE CONTAINING ANY SERIES OR E —r A A
PARALLEL LOOP CONNECTIONS REOUIRED IN PLANS. SUPPLEMENTALco
TYPE RI INDUCTION LOOP JUNCTION BOX SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWN FOR
THE LOOP LEAD AND SHEILDED CABLE SPLICE.06
j
v
cn
8. SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE LEADS TO SHIELDED
CABLE AS NOTED IN THE PLANS.
TYPE R 1
• LOOP WINDING DETAIL S •
9. COMPLETE INSTALLATION AND TEST LOOP CIRCUITS OR COMBINATION LOOP SAWCUT INDUCTION LOOP
LOOP CIRCUITS. SEE STANDARD SPECIFICATION 8-20.3114)0.
10. SEAL ENDS OF CONDUIT WITH ELECTRICAL PUTTY OR SILICONE. DETAIL
11. CONDUIT FOR LOOP STUBOUT SHALL BE SCHEDULE 40 PVC.
0
0
0
•
cv
ccQ
m
O
ti
I-
O
J
a.
0 p
FULL DEPTH SAWCUT
O OA
0SEALANT TO ENCAPSULATE CONDUCTORS - 11E1 r' `!_ f_
SEE SPECIAL PROVISIONS. A A MATCH EXISITNG
Z PAVEMENT MATERIAL
ZO LOOP WIRE - PER SPECIAL PROVISIONS z z !"-i::
,
z x
O3 LEAD-IN WIRES: (SEE INSTALLATION Z x 75mm CRUSHED
E 1::: E
NOTES) THREE PAIR MAXIMUM PER E E E E SURFACING TOP COURSE
SAWCUT.
N in E E © \ SAND
O4 EXTEND SAWCUT SUFFICIENT LENGTH TO ~
Ilk
N. 1D " CONDU T
PROVIDE FULL SAWCUT DEPTH AROUND / © 1D ti ICORNERS. '�.'1'''y
iig - E
t --)1
O WEARING COURSE (LOOPS SHALL BE Y E W = CONDUIT DIAMETER
INSTALLED PRIOR TO FINAL LIFT IF c`r'v W PLUS 50mm
NEW PAVEMENT IS INSTALLED) WHERE 7mm SAWCUT 14mmSAWCUT 14mm MINIMUM WIDTH SAWCUT
APPLICABLE.
SECTION A-A SECTION B-B SECTION C-C APPLICABLE FOR OFF-ROAD
O6 FILL WITH SEALANT. PAVED AREAS ONLY
SEE NOTE 6 SEE NOTE 6 SECTION D-D
"t,`ro10M STATE FED.AID PROJ.NO.
ER
E
DESIGNED BY L. NGUYEN
PRELIMINA s AWEMING
ENTERED BY H. MOSTAGHIMI 10 WASH SR 167 I TD2
CHECKED BY M. JANKA
JCS?Wq SUBJECT TO CHANGE Washington State I-405 VIC. TO SR 900 COUPLET
PROJ. ENGR. G. L. McKEE Department of Transportation Wii
REGIONAL ADM. J. OKAMOTO D ATE:
DATE CONTRACT HO.
I l
,57
DATE REVISION BY ITS DETAILS
SHEETS
1
SUPPLEMENTAL SPLICE
0
IF REQUIRED IN PLANS
•z
SEE SPLICE SEE NOTE 11
DETAILS D VARIES - SEE LOOP STUBOUT CONDUIT PLACEMENT DETAILS
AND NOTES
I SEAL CONDUIT WITH ELECTRICAL
PUTTY OR SILICONE
JUNCTION
o, �i••• BOX LEAD-IN SAWCUTS
D j
o
U 0
y; •.
•
U •'<.i:;
m D
�, 'v- 4:
—
o a
CI
FOR CONDUIT SIZE U. W
TO AMPLIFIER, TO LOOP STUBOUT, o E
SEE PLANS SEE LOOP STUBOUT W m o
CONDUIT PLACEMENT - o
. DETAIL. WVI
TYPICAL CONDUIT PLACEMENT . FOR LOOP CONDUIT •
LEAD- IN WIRES - DRILL HOLE 25mm
LARGER THAN CONDUIT
•0
o FILL WITH EPDXY
•
N LOOP LEAD PAIRS 1-2 3 4-5. 6-8 9-12 '
LEAD- IN SAWCUTS AND STUBOUT DETAIL
a CONDUIT SIZE (MIN. ) 27 35 41 53 63.. •
•
DETAIL A
TABLE A -
ALL DIMENSIONS ARE IN MILLIMETERS
N
I-
•
J
UNLESS OTHERWISE NOTED.
d .
•
SCOTCHCAST EPDXY 82A OR 82A-1 SPLICE KIT CEMENT CONCRETE CURBS --
OR GUTTER- SEE STANDARD STUBOUT SHALL EXTEND A
PLAN F-1
TWO LAYERS OF VINYL ELECTRIC TAPE. AIIII
FOIL SHIELD 152mm MINIMUM OF 18mm INTO PAVEMENT.
E
■ �-STUBOUT SHALL EXTEND A E PAVEMENT DEPTH VARIES.
DRAIN WIRE • SEAL BOTH ENDS TO MINIMUM OF 18mm INTO PAVEMENT. �I
PLASTIC
MOLD WITH ELECTRICAL JUNCTION 610m PAVEMENT DEPTH VARIES. I I / Y M
CABLE JACKET �� d PUTTY AND TAPE BOX
TO
'�. • SCHED 40 PVC SECURED JUNCTION I I 610mm \
�� / BOX I I •SCHED 40 PVC SECURED
F - EDGE OF
INTO ROAD SURFACE (TYP.) -1-- I INTO ROAD SURFACE (TYP.)
SHOULDERPAVED
381mm 381mm
SOLDERED
25mm COMPRESSION CONNECTION E STUBOUT SHALL EXTEND A
. —STUBOUT SHALL EXTEND A - MINIMUM OF 18mm INTO PAVEMENT.
l MINIMUM OF 18mm INTO PAVEMENT. I PAVEMENT DEPTH VARIES.
TO /
LOOP WIRE, SEE JUNBOTXON 610mm PAVEMENT DEPTH VARIES.
DETECTOR LEAD-IN CABLE
STD. SPEC. 9-29.3(8)
2C(S), SEE STD. SPEC. • GROUND DRAIN WIRE TO L ———I
9-29.3(7) JUNCTION 610mm \
AAT AMPLIFIER ONLY • SCHED 40 PVC SECURED BOX ` 'SCHED 40 PVC SECURED
INTO ROAD SURFACE (TYP.) INTO ROAD SURFACE (TYP.)
SPLICE DETAIL FOR TYPE R1 • SEE DETAIL A
NOTE: SPLICE KITS SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SLACK SHALL BE LOOP STUB0UT
PROVIDED THAT THE SPLICE CAN BE RAISED A MINIMUM OF 450mm ABOVE GROUND LINE. CONDUIT PLACEMENT DETAILS
•
'„o°N STATE FED.AID PROJ.NO. E N �ITNGINEERING
'
DESIGNED BY L. NGUYEN
DRELIMINA
•
ENTERED BY H..MOSTAGHIMI 10 WASH �� SR 167 IT03
CHECKED BY M. JANKA
JOU HUMBER SUBJECT TO CHANGE Washington State I-405 VIC TO SR 900 COUPLET
PROD. ENGR. G. L. MAKEE Department of Transportation
VI
REGIONAL ADM. J. OKAMOTO DATE.
COx TpiCi NO.
DATE DATE REVISION BY or
ITS DETAILS `
SHEETS
. I - - • Sign Specifications .
Roadside Sign Structures .
•
•
- MilLOCATION SIGN SIZE SHEETING LETTER SIZE POST
SIGN CODE NUMBER (STATION NUMBER) X Y TYPE OR CODE MATERIAL SPOSPOST LENGTH CLEARANCE
I E
C-1 W20-1 39+960 - 1200 1200 I OR II � 175•p HI ® H3 H4 v© REMARKS
C-2 W20-1 METAL 102 DIA 2.5
39+960 RT 1200 1200 I OR II 175 D 2.1 2.4 MOUNT ON•BARRIER
• C-3 G20-2a DR2 1200 600 I OR II 150 C WOOD 4 X 6 5.4 2.1' 4.2
C-4 W20-1 DR2 1200 1200 I OR II 175 D 4 2.1 4.2
C-5 G20-2a 44+526 LT 1200 600 I OR II 150 C WOOD 4 X 6 6.4 ___ 2 1 4.2
1111111111
2.1 4.2 MOUNT ON ILLUMINATION POLE
• C-6 G20-2a AR2 1+170 LT 1200 600 I OR II' 150 C
C-7 • G20-2a CR2 WOOD " 4 X 6 5.4 111111111111
1200 600. I OR II 150 C WOOD 4 X 6 5.4 •
4.2
C-8• - W20-1 WN1 4.2
C-9 1200 1200 I OR II 175 D WOOD •4 X 6 6.4 •
W20-1 - GRADY WAY 1200 1200 1 OR II 175 D WOOD 4 X 6 4.6 4.2
C-10 G20-2a GRADY WAY 1200 600 I OR II • 150 C. WOOD 4 X 6 __ 2 1 2.8
_ 4.6 111111111110 2 8
C-11 G20-2a GRADY WAY 1200 600 I OR II . 150 C
C-12 W20-1 ;" WOOD 4 X 6 4.6
GRADY WAY - 1200 1200 I OR II - 175 p 2:1 2.8
C-13 W20-1 HARDIE AVE SW 1200 1200 I OR II 175 D.•
WOOD 4 X 6 4.6 __ 2 1 2.8
G20--1 WOOD 4 X 6 4.6
--
C-12
-
HARDIE AVE SW 1200 -600 , :- I OR II ' -1,50 C' ". '`
C-15 - -- - W20-1 WOOD . . 4 X 6 - 4:6 - �-= - -- •- •
�.1.. _ ._- - � _ -
2.8
S'7TH AVE 1200 1200. I OR II • 175 D - 1 • 2:8
_ - WOOD
4 X 6 4.6 2.1 2.8
C-16 G20-2a •
S •
7TH AVE 1200 600 I OR II 150 C- WOOD 4 _ -
C-17 G20-2a " S 7TH AVE' 1200 600 I OR II 150 C 2 1 2.8
C-18 W20-1 S 7TH.AVE WOOD 4.X 6 4.6 2.1. 2.8
C_1 g 1200 1200 I OR II 175 D • WOOD 4 X 6 4.6
G20-2a S 4TH PL 1200 - 600 I OR II 150 C WOOD 4X 6 4.6 1111111 2 1 2.8
C-20 W20-1 S 4TH PL 2.1 2.8
1200 1200 I OR II 175 D WOOD
4 X 6 4:6 __ • 2.1 2.8
C-21 G20-2a • S 3RD PL
C-22 1200 600 I OR II 150 C WOOD 4 X 6 4.6
W20-1 S 3RD PL 1200 1200 I OR II 175 D 2 1 2.8
.C-23 W20-1 . ' SUNSET BLVD 1200 1200 I OR II 175 D WOOD 4 X 6 4.6 2.1 2.8
WOOD 4 X 6
• C-24 G20-2a SUNSET BLVD. 1200 600 I OR II 150 C 4.6 2.1 2.8
C-25 W20-1 S 3RD AVE 1+315 1200 1200 I OR 11 175 D WOOD 4 X 6 4.6 2.1 2.8
WOOD 4 X 6 4.6 2.1 2.8.
NOTES: POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED
FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G".
IN THE FIELD PRIOR TO FABRICATION.
FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL.
CONSTRUCTION NOTES:
1. SIGNS C-1 TO C-31 TO BE PAID AS CONSTRUCTION SIGNS CLASS A .
•
•
•
•
REGION NO. STATE FED.AID.PROJ.NO. ENVIRONMENTAL& ENGINEERING
•
?ESIGNED BY & 11
:NTERED BY 11/3/00 I 10 WASH SERVICE CENTER A
HECKED BY _ I. 1/3/00 I�, Washington State SR 167 • CS
ROJ.ENGR. �� 1/3/00 �oaNu�naEs P� ELIMINARY PLANS -1� Department of Transportation
IST EN
r nKA o 11/3/00 I 1-405 V1C.TO SR 900 COUPLET
O 1 3/00 I °0A0°2 SUBJECT TO CHANG SHEET
DATE DATE OONTP.ACT NO' �J�of�lT
REVISION I BY • [� TF CONSTRUCTION SIGN SPECIFICATIONS. 5j
SHeeTS
Sign Specifications
.
Roadside Sign Structures
SIGN# SIGN CODE NUMBER LOCATION SIGN SIZE SHEETING LETTER SIZE POST
(STATION NUMBER) ©© TYPE OR CODE MATERIAL POST POST LENGTH CLEARANCE
C-26 G20-2a SIZE
•S 3RD AVE 1+315 1200 600 1 OR II 150 C ®® H3 H4 OQ REMARKS
C-27 . • W20-1 - 46+350 LT WOOD 4 X 6 4.6 . I
C-28 1200 1200 I OR II 175 D WOOD _� 2 1 2.8 •
G20-2a 46+350 RT 1200 600 I OR II 4 X 6 4.6 2 1 2 8
C-29 W20-1 S 2ND ST 1+315 LT 1200 1200 I OR II 175 D WOOD •150 C WOOD 4 X 6 4.6 Eimmilmi
C-30 W20-1 S 2ND ST 1+315 LT 1200 1200 1 OR II 175 D WOOD. 4 X 6 4.6 _ 2..1. 2.8
4 X 6 4.6 •
C-31 W20-1 -� _� 2.1. 2.8
•
MIIIIIIIIIMIIMIIIMIIIIIIIIIIIIII :••
ON RAMP 1200 600 I OR II 175 D WOOD - 4 X 6 5.4 • __
11111111111111111111
MIME
2.1 4.2 .
IIIIII 1111111
Mil
11111
IIIII
1111.111111111111111 .
111111
•
1111111111111111111 .
•
.11111111111111111111 -
•
Millillinilll
•
•
MENIMINIMMEMINIMINIMMINNI
VOTES: POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED INT
•
HE FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G�� THE FIELD PRIOR TO FABRICATION.
FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL.
•
- CONSTRUCTION NOTES:
1. SIGNS C-1 TO C-31 TO BE PAID AS CONSTRUCTION SIGNS CLASS A
•
•
•
•
:SIGNED By . 11
REGION NO. STATE FED.AID.PROJ.NO. ENVIRONMENTAL& ENGINEERING
TERED BY 1/3/00 111111 10 WASH 'RELI�ii `,A1�
ECKED ' �� 1/3 00 EPLANS
BY r Washington State SR 167 CS
OJ.ENGR. -�� 1/3/00 I
;T.ADM.
�� • 1/3/°° '°E""'"E� SUBJECT TO '� Department of Transportation 1-405 VIC.TO SR 900 COUPLET
.= I /3/00 I ooA°oz CHANCE
E
SH_ET
DATE DATE
CONTRACT NO. /\TE
REVISION I g�. of
CONSTRUCTION SIGN SPECIFICATIONS 51
SHEETS
•
•
•
o
To23No RoSW
Eo . oMo
. • :
•
ROAD •
•
• •
•
WORK 0
1 1 I •
•
ANEAb
•
1 l 1
W20-I
• 1 I I
•
1 1 1 .
•
1 I I I
I 1 •
II I 1 II
C
11 1 ' 1
CA
11 1 I ;I •
co
41+000 +100 +200•
— _ — ----
N SR 157 +300 +400 '' ---- •
41+500 +600 +300 163 {/�/J
•
_ j1 1 Y
CI --- __=__-- ---_ • a ,ti I
D — _ _ fr II-
•
11 1
i
to
-` �A 4p n i 1 i i
V3
W20-1 ROAD u i�--Y• I • •
/. wont( ' "'� ". u i ' it
•
•
MEAD ii i i�
Y - 11 1 I 11 • .
1 1 1
•
.�`` 11 1 1 JI .
• •
��\ 1{ I ' 111 _
,,`�:. II 1 I 111 BEGIN PROJECT
II "
� It I I 111
•
SR 167
•
II 111 MP 25. 00
• N `�` 11 I 1 III ���— -''!--
•
" ; ; "' '�s�" STA 42+325 . 000
m 11 1 1 1,1
• LL . II 1 1 III - --_
II I ; 11; - BEGIN NORTHBOUND
•
•
•cr11 14...,,---,-______-_-...----
ly_ - • SR
N ••
•
•
��; 167. OVERLAY
-•
J ;; QED ROAD
_ 1 I I' WORa
1200mm ., ,
0
•
•
•`�`�, ‘: 1 II W20-1 AHEAD
&PID \I I n ..— - ... -
600mm /
a ROAD WORK G20-2a ' "
/ /I/�/ • ••t\ \ IN 1 '111 / /
•
•
/ /• / M1 f `''I\ \ 'l1I 'int / /
/".,-
// NI 1 pl \ :RI in, / I ____,...--1-7-----...r---- -
,•:"...,/ // "1 1~ '„N\ I\ IN 1 1"1 i ;/ •
WOAD 1200mm '
ell 1 1 I
•
•
•
•
•
u�"O •
INl I1 in kr'
•
In f 1 0� / j I WDRa %D •
"A INI u !N 1'a a iNi i "'/ i
AHEAD W20-1 ROAD WORK 1600mm • -
\ N 1 1 111 or u x 1 a 1200mm
• °+;;•\• M' INI '"' I • %%/ ; 600mm
;: N 1 ' iiiiv�i illi 1 1 '1 1 44+690 - BID
"' � ,% I I BEGIN SOUTHBOUND ��� ROAD WORK
11 I
� ` �` N i "� iii "I\ OVERLAY
•
j 1 '"' 1111 \ I`;\ SR 167 V
�`�(2 --i �-_- 1 -ixi"--''1 - `<' ' \\ `�;\ ROAD
•
`—-—4'1/49—._1+000 00 1 1 i 1+000------1111 III, I
'��'' G20-2a ``.` �: AHEAD
4110
2D-2
•
SR 167 +300 4 x �.1; ; - - `,- ,$ 0 _ii ^ � W20-1 G�
•
__ +— — — — ' 44+500_ �R 167 +600 r I-.N..-
� —____--
1. 1+000 — — — +700-- - +800 -----
��� /iHAROIE AVE. SW
---- __ ,CQ2`R X90 i
N tax
1—r7---rr rr-771-r1- X �� •� —�
1 i IA CS 1
` oib
s4. O/ / 'PI Z Q 1 • `\ \\-1::-.
k �/ y 1� \ \ \ D.
/ /
1.1
1
ti
1200mm 1200mm `'��
•
ROAD ROAD
•
- 600mm ROAD m mgRx t£x® ® WORK
��
4113101 HD
•
WORK AHEAD
Q
G20 2a ROAD WORK 0 AHEAD
G20-2a 600mm ROAD WORK ® W20-1 0 10 20 30 40 50
W20-1 W20-1 AME"
600mm G20 2a
•
1200mm SCALE IN METERS
•
Mil
RE II@f STATl FED.AID PR0J.N0.
DESIGNED BY . K. HALL 1/ PRELII�iIf� 5 R C A NEERING
•
ENTERED BY P. DO 1/3/00 10 WASH
CHECKED BY A. AMI RI 1/3/00 �� SUBJECT TO CHAI\IG ��� Washington State SR 167 C 1
PROJ. ENGR. G. L. McKEE 1/3/00 lOBHOIeER 1-405 VIC TO SR 900 COUPLET
REGIONAL ADM.J. OKAMOTO I/3/00 00A002 /��C� Department of Transportation
DATE in COHTAICT HO.
DATE(� SHEET
DATE REVISION BY �0I
Zs CONSTRUCTION SIGNS sHiEFs
•
i
To23No Ro5E ! Wo Mo
kc)
6%
AA G20-20• '
I. 1 •
6�G1 C23
•
\ f�S EES ROAD • W20-1 END
AGN SE•
S N \ WORK
AHEAD
ROAD �! c�/ i� WOAD RORK 600mm
V,t" \\ /9\
WORK // c1 Y I. 1200mm
v \ cn AHEAD i// y co .
\ ® o !%
\ 0 \ !! ^� /i END PROJECT
\ wzo-1 ,� /•/
_° \ `I \ _ �c� '� • SR 167 MP 27. 28
\ � _ STA 46+0330000 •
EE \ \ \ / �= 800 ' �' r� \
�\ \\\ \\\ /� W +900 END S R 16 7 OVERLAY
& c—�7
\\ \
in
11 V O / G20-2a
O / ill-tiROAD •
l 6% "0
11 O / END • ,y/o%
1 / ROAD WORK 600mm •
/:-/c3% ,, ® WORK
•
% - '.44 W20-1 AHEAD
00 \\ 1200mm I fR
N •
\ �. 4 �-
•
o If
/, \\ ® //�, T , s• '`100
co 1 \
W •
620-2a iti/y/
11 1 \ oa
N /• II f \\\ \\ -
600mm ROA9 bORK G2® !�n�o!/ `
./.-y/,O/
\\ \ END �' %
o •
/// 0/p / \\\ k \\ 1200mm ROAD YORK 600mm
N .
I _
o / ti / \\\ \\ 1200mm41*14
G20-2a
/ y •
y� \\` \\\ •
-\\ W20-1 ® 600mm ROAD DM l
/ „ / \ ROAD 1
/ y�� \\ \J \\\ WORK •
W20-1 1200mm
•
\\\ \ MEAD ROAD
\\ \\ WORK
\\, \
AHEAD •
c2o a \\�\ %3Op ------,_ II I III �n
W20-1 ____— _ --- /' r\ c
600mm ROAD WORE um I —\� 16 1 r�-
_ 45+500 "`°W
ROAD � -�--z ,Y _--_ +600 +700 -"_
WORK SR 167 ---o �n
1200mm • •---- En
MEAD
—c til tnW
1. i! \ _ 2 2
I i 1 � i -'~
1 1 x
•
1 �1 "
•
1 m 1 �`
•
I
------- -------
•
•
•
® • IO ® ROAD
ROAD
I {- r 9 G20-2a worm G20-2o W20-1 AHEAD
0 10 20 30 40 50 W20-1 AHEAD
SCALE IN METERS 600mm ANDEND
ROAD YORK 600mm ROAD YAOR:
-.
1200mm 1200mm
• AxO.°' STATE FED.AID PROJ.NO. E N T NGINEERING
DESIGNED BY K. HALL 1/3/00 °RELIMINA
ENTERED BY P. DO 1/3/00 10 WASH SR I67 C2
CHECKED BY A. AMIRI 1/3/00 SUBJECT TO CHANCEitgg
AMUWashington State I-405 VIC TO SR 900 COUPLET D
PROJ. ENGR. G. L. McKEE 1/3/00 0 002 •
00A002 _ ®� Department of Transportation SHEET
REGIONAL ADM.J. OKAMOTO 1/3/00 A0
CONTRACT H0. DATE: �• OF
CONSTRUCTION SIGNS
DATE DATE REVISION BY
5�SHEE 5
1 (SEE NOTE 1 ) (SEE NOTE 1 )
•
0 1200mm W4-2(L ) •20
-5(R) W20-1
o
END 600mm Black on Orange ROAD
RIGHT LANE WORK
GENERAL NOTES:
ROAD woRK CLOSED
G20-20 or reverse cone toper to AHEAD AHEAD
show end of work area 1 . Flashing warning lights and/or flags shall be
150m MAX - used to call attention to early warning signs
a Truck with TMA 1.1.,
L X l X X when specified in the plans.
E30m� >� > � a
c 2. For signs on ramps, the spacing shall be -as
.I � R�- I rE-Bc .l 3. Allavalsagns are 1200 X 1200 black on orange unless
. , , // I l ® ® otherwise designated.
9
o WORK 0 4. All dimensions ore in millimeters unless otherwise
N n �j� AREA �'�-® ® o $ designated.
E — — --a o-0 o--o o-0 O o 0-0 0
11 BUFFER DATA
0
a '
U
BUFFER SPACE = B ( IN METERS)
'Cr- Speed (MPH) 25 30 35 40 45 50 55 60 65
SR 167
LENGTH (M) 17 26 37 52 67 -86 102 127 148
Y
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
41_ 41 BUFFER VEHICLE STATIONANY MOVING
o • — WEIGHT OPERATION OPERATION
0
N ♦ 6,800 Kg 8 METERS 23 METERS
m
a
10,900 Kg 8 METERS 23 METERS
T-
" SINGLE LANE CLOSURE - ROLL AHEAD STOPPING DISTANCE ASSUMES A 4,500 LB
ARTERIAL SECTION ( Grady Woy ` to End of Project) W9-3 W20-1 IMPACTING VEHICLE AT 65 MPH SPEED AND DRY PAVEMENT
ENTER ROAD
0 LANE WORK
a CLOSED
AHEAD AHEAD MINIMUM TAPER LENGTH = L IN‘ METERS TRAFFIC SAFETY DRUM
SPACING (M)
L/3 X X LaWne
Posted Speed (MPH)
I a� MPH Taper Tangent
(M) 25 30 35 40 45 50 55 60 65
A 50/70 12 24
3.0 32 46 63 83 138 153 168 - -
41
35/45 9 18
41 3.3 36 51 69 90 151 168 185 201 -
41
25/30 6 12
11 3.6 39 55 75 98 165 183 202 220 238
11 •
— - a o– ° 0
a �/��//9/I//A,°1 a a —
c //c(/0// 4 0 0--0 01--0 SR 167 LEGEND SIGN SPACING = X (M)
41
— 0 0 o TRAFFIC CONES FREEWAYS & 55/70 MPH 450 M +/-
41_ o a a TRAFFIC SAFETY DRUMS EXPRESSWAYS (OR AS PER MUTCD)
4 444 SEQUENTIAL ARROW SIGN RURALS ROADS 45/55 MPH 150 M +/-
OBLITERATED MARKINGS
41
(OR AS PER MUTCD)
41 (SEE NOTES) URBAN ARTERIALS 35/40 MPH 105 M +/-
I In
(OR AS PER MUTCD)
X X L/3 3'1 CENTER LANE CLOSURE Truck with TMA is optional URBAN STREETS 25/30 MPH 60 M +/-
W20-1 W9-3 on arterial section. RESIDENTIAL & (OR AS PER MUTCD)
(SEE (SEE ARTERIAL SECTION (.Grady Way to End of Project) BUSINESS DISTRICTS
NOTE 1 ) NOTE 1 ).
REGION STATE F ED.A I D PROJ.N0. ENVIRONMENTAL AND ENGINEERING
No.
DESIGNED BY K. HALL 1/3/00 10 WASH PRELIMINARYR ,�� SR 167 TC1
ENTERED BY P. DO 1/3/00 Washington State I-405 VIC TO SR 900 COUPLET
• CHECKED BY A. AMIRI 1/3/00 JOB HUNGER SUBJECT TO CHANGE VW Department of Transportation SHEET
PROJ. ENGR. G. L. McKEE 1/3/00 00A002
REGIONAL ADM.J. OKAMOTO 1/3/00 DATE REVISION BY CONTRACT NO. DATE- TRAFFIC CONTROL PLAN 5G1
SHEETS
N • - I
a
0 600mm
0
• SIDEWALK CLOSED
« •
I 300mm
•
f ♦
USE OTL12 BUD[
Crosswalk
c
col
R5-9 (MOD)
. « «
w
C) —
'E CSJ' • 4S SR 167
oa
NSI; \\ — — -. WORK ZONE — — . — —L°— — a-- — — —
\___ea
4
0
Y Oh \\\ 41\\ °
•
0o a ♦ «
° SR 167 .^j
I h h g
LB - 60m h -o X X - - «X � 2L � -.1R 150m MAX « - _
a -
cc
_ -
r- Truck with TMA «
(V - - «
I
o
•4_2(L) 1200mm
ii LACK ON ORANGE END 600mm
ROAD WORK 600mm ZAr
W4-2(L) G20-2a
BLACK ON ORANGE Or reverse cone taper SIDEWALK CLOSED
RIGHT to show end of I 300mm
TWO LANES work area
CLOSEDUSE OMER SIDE
ROAD AHEAD W20-501
WORK (See Note 1 ) - R5-9 (MOD) •
AHEAD INTERSECTION DETAIL
W20- 1
(See Note 1 ) N.T.S.
DOUBLE LANE CLOSURE
N.T.S. • GENERAL NOTES
ARTERIAL SECTION ( Grady Way to End of Project) 1 . Flashing warning lights and/or flags sha l l be
used to call attention to early warning signs
when specified in the plans.
2. For signs on romps, the spacing shall be "as
available-.
3. All signs are 1200 X 1200 black on orange unless
otherwise designated.
Truck with TMA is optional
SEE SHEET TC1, FOR TABLES AND LEGEND. on arterial section. 4. All dimensions are in millimeters unless otherwise
designated.
10WASH cSTATE 1 ED.AID PROJ.NO. PRELlINSE �1LGINEERING TC2
DESIGNED BY K. HALL 1/3/00 ft. SR 167
ENTERED BY P. DO 1/3/00SUBJECT TO CHANGE _ WashingtonState I-405 VIC TO SR 900, COUPLET
CHECKED BY A. AMIRI 1/3/00 JOB NUMBER
WITAr Department of Transportation SHEET
PROJ. ENGR. G. L. McKEE 1/3/00 OOA002
REGIONAL ADM,J. OKAMOTO 1/3/00 CONTRACT NO. DATE: 42
OF
DATE DATE REVISION BY" TRAFFIC CONTROL PLAN
E5�
SH Ts
W20-5(L ) _
(SEE NOTE 1 )
0 0
LEFT LANE
CLOSED
AHEAD
W20-1 •
a+ (SEE NOTE 1 ) - Z
ROAD
o WORK
AHEAD
E
WA-2(R) -- Truck with TMA (mandatory)
a BLACK ON ORANGE
u
Rr
LO XXXL B
I F F •
MNIIMINIIMEMININIIMENIMMIIII
Jr AI II Ir AII Ar"
* 0
0 MOWORK AREA
di
o * SR 167
N
----\N\ ImmimmilimmImmismopp.- — — —
*. *
7
•
N I• M 0 \ 0 BR2 CR2
\ m,4, e
Q4A WN1
1-
0
0 \
a
PHASE I TRAFFIC CONTROL
N.T.S.
LIMITED ACCESS SECTION ( Begining of Project to Grady Way)
GENERAL NOTES:
1 . Flashing warning lights and/or flogs shall be
used to call attention to early warning signs
when specified in the plans.
2. For signs on ramps, the spacing shall be "as
available-.
3. All signs. are 1200 X 1200 black on orange unless
otherwise designated.
4. All dimensions are in millimeters unless otherwise
SEE SHEET TC1, FOR TABLES AND LEGEND. designated.
REGION STATE
10 WASH FED.AID PROJ.NO. P ELI I_ EN VR CND ENGINEERING TC3
DESIGNED BY K. HALL 1/3/00 IIVIlQ1R A°„�TS
ENTERED BY P. DO 1/3/00 SUBJECT TO CHANGE Adak SR 167 TO SR 900 COUPLET
CHECKED BY A. AMIRI 1/3/00 Joe NONeER Washington State I-405 VI C
PROJ. ENGR. G. L. McKEE 1/3/00 00A002 DATE: Department of Transportation SHEET
REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT HO.-
DATE DATE REVISION BY TRAFFIC CONTROL PLAN 5 I
SHEETS
1 I l
i
•a
O
O
•
•
C
cn
0
•
ti Z _
to
U
U)
E
i
0
0
Q
i
ti Truck with TMA (mandatory)
up
ul N h h
♦ SR' 167
•*0
0 •7
o 0---0 o--a
N
o
D- ♦ I Y '+I WORK AREA / WORK AREA /
m a �///////////////�� /
c., c3 BR*2(
b
c 'Pit) •
•
R WN1
o X X X L B R 0\ \ SEE TC6 FOR DETAILS
. �,
a •
o)
W4-2(L)
BLACK ON ORANGE
RIGHT LANE
CLOSED W20-5(R)
AHEAD (SEE NOTE 1 ) - PHASE III TRAFFIC CONTROL
N.T.S.
ROAD
WORK •
AHEAD W20- 1 PHASE II TRAFFIC CONTROL
(SEE NOTE 1 )
•
N.T.S.
LIMITED ACCESS SECTION ( Beginning of Project to Grady Woy) GENERAL NOTES:
1 . Flashing warning lights and/or flags shall be
used to call attention to- early warning signs
when specified in the plans.
2. For signs on ramps, the spacing shall be ""as
available"".
3. All signs are 1200 X 1200 black on orange unless
otherwise designated.
4. All dimensions are in millimeters unless otherwise
SEE SHEET TC1, FOR TABLES AND LEGEND. designated.
_ REir STATE FED.AID PROD.N0. NVIRONMENTAL AND ENGINEERING
DESIGNED BY K. HALL 1/3/00
10 WASH PRELIMIfARR ` S TC4
ENTERED BY P. DO 1/3/00
SUBJECT
eECT T® CHANGE
�. SR I G7
CHECKED BY A. AMIRI 1/3/00 JOBNUMBEfl U J (`.'S Washington State I-405 VIC TO SR 900 COUPLET
PROJ. ENGR. G. L. McKEE 1/3/00 00A002 DATE..
ATE Department of Transportation �SNEE7
REGIONAL ADM.J. OK AMO TO 1/3/00DATEDATE REVISION BY CONTRACT N0. • TRAFFIC CONTROL PLAN SLI
SHEETS
EL EXIT l
W4-2(L) Ar E5-1
BLACK ON ORANGE 1200 X 1200 •
WHITE/GREEN
L/2 2L MIN. R )111111.--
C ~ r.--- I
01
--�
' F F
N-
Lo
♦ TRUCK WITH TMA (mandatory) SR 167
m *
E —� a—a a—° o~° o—° 000' °—n °—c o—� o-� °—c a—a �— o~° o—c o--° a—c o-� a—a —c o--° o-- 0-C a—a o—� CI-0 n—° o~°
10 ao
No, ° az
v — — —° °—° °—a — WORK/ _Q a �����/
° q R ° vAir Aar' iiiiiiiii WORK AREA
• Novu) aa
a
�
..
DR-2 \
X X X L 2L �L � B � --N. .1--
° ° BR2 CR2 WNI
• L/2 SEE DETOUR PLAN SEE TC7
0
TRUCK WITH 'TMA FOR RAMP CLOSURES FOR DETAILS
oAI \
o
a -•
m W4-2(L) _
N BLACK ON ORANGE PHASE IV TRAFFIC CONTROL •
m RIGHT LIMITED ACCESS SECTION
TWO LANES ( Beginning of Project to Grady Way)
ROAD CLOSED •
11SR 405 / SR 167
0 WORK AHEAD W20-501 .
J AHEAD (SEE NOTE 1 )
m W20- 1 RII-2 (MOD)
(SEE NOTE 1 ) BLACK ON WHITE °/ a��
1200 mm
TYPE III BARRICADE
I EX0T / •
5 m (TYP) WITH SIGNS RII-2 (MOD)
/ DD /CLOS / AND M4-IOL
TYPE III BARRICADE
WITH SIGNS RII-2 (MOD)
// //////// AND M4-IOL
1200 mm RAMP CLOSURE DETAIL
USE � <DETOUR ////
N.T:s.
°RAMP° FOR ON-RAMPS /45 mryAND GENERAL NOTES:
"EXIT' FOR OFF RAMPS •
1 . Flashing warning lights and/or flags shall be
used to call attention to early warning signs
when specified in the plans.
M4-IOL 2. For signs on ramps, the spacing shall be "gas
BLACK ON ORANGE available"
3. All signs are 1200 X 1200 black on orange unless
— USE TYPE A — otherwise designated.
WARNING LIGHTS 4. All dimensions are in millimeters unless otherwise
SEE SHEET TCI, FOR TABLES AND LEGEND. designated.
REGION STATE FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING
NO.
DESIGNED BY K. HALL 1/3/00 10 WASH PRELIMINAR P cE AVS SR 167 TC5
ENTERED BY P. DO 1/3/00 Washington State I-405 VIC TO SR 900 COUPLET
CHECKED BY A. AMIRI 1/3/00 JOS RUNNER SUBJECT TO CHANGE Department of TransportationSHEET
PROJ. ENGR. G. L. McKEE 1/3/00 00A002
REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT NO. DATE: ��
DATE DATE REVISION BY TRAFFIC CONTROL PLAN 5
SHEETS
. 1
• t p • •
o %
•
GENERAL NOTES:
1 . Flashing warning. l•ights and/or flogs shall be
•
=2= used to call attention to early warning signs
when specified in the plans.
2. For signs on ramps, the spacing shall be "es
available".
co
3. All signs are 1200 X 1200 black on orange unless
'`
otherwise designated.
4. All dimensions are in millimeters unless otherwise •
o •
•
designated.
a
•
U
BUFFER DATA
•
BUFFER SPACE = B (IN METERS) •
In
Y •
Speed (MPH) 25 30 35 40 45 50 55 • 60 65
LENGTH (M) 17 - 26 37 52 67 86 102 127 148
o
BUFFER VEHICLE ROLL AHEAD DISTANCE = R
0
_ BUFFER VEHICLE STATIONANY
_ WEIGHT OPERATION • OPERATION
rn
SR 167 ♦ 6,800 Kg 8 METERS 23 METERS
N C3—° [3---° °--EI • [i---ff EI--E1 - 13—El CF— __
����WORK AREA" 10,900 Kg 8 METERS 23 METERS
� � ° ° • ROLL AHEAD STOPPING DICrt
STANCE ISTANCE ASSUMES A 4,500 LB
o WN1 ' IMPACTING VEHICLE AT 65 MPH SPEED AND DRY PAVEMENT '
CL
11111 .
-
30m • ••
MINIMUM TAPER LENGTH = L IN METERS
TRAFFIC SAFETY DRUM
Laneidth
Posted Speed (MPH) MPH SPACINTapeG r
(M)
Tangent
NOTE:
- SEE SHEET D2 FOR DETOUR AND • (M) 25 30 35 40 45 50
W
RAMP WN1 CLOSURE. 55 60 65
3.0 32 46 63 83 • 138 153 168 - - 50/70 12 29-
3.3 36 51 69 90 151 168 185 201 - 35/45 9 18
3.6 39 55 75 98 165 '183 202 220 238 25/30 6 12
•
LEGEND
SIGN SPACING = X (M)
° ° 0 TRAFFIC SAFETY DRUMS FREEWAYS & 55/70 MPH 450 M +/-
444 SEQUENTIAL ARROW SIGN EXPRESSWAYS (OR AS PER MUTCD)
OBLITERATED MARKINGS RURALS ROADS
45/55 MPH 150 M +/-
•
(SEE NOTES)
(OR AS PER MUTCD)
URBAN ARTERIALS 35/40 MPH 105 M +/-
(OR •AS PER MUTCD)
URBAN STREETS 25/30 MPH 60 M +/-
• RESIDENTIAL & (OR AS PER MUTCD)
miniallinilinnimml
•
BUSINESS DISTRICTS
= o�"= FED.AID PROJ.NO. ��,F��� �g��� E ���r„GINEERING
DESIGNED BY--17777777m. 1/-= I�� �''+
ENTERED BY P. pp 10 WASH
•
CHECKED BY A. 1/3/00
• SUBJECT
iECT g TC6
PROJ. AMIRI 1/3/00 UJ ,JE 8 ® CHANGE ® Washington StateSR 167
ENGR. G. L. McKEE 1/3/00 - �OBNU16E0. 1-405 VIC TO SR 900 COUPLET
REGIONAL ADM.J, OKAMOTO 1/3/00 00A002 • ��[ o lir74; Department of Transportation EL
DATE 1.111 CONiRICi N0. ! • ti
DATE REVISION
BY
OF
TRAFFIC CONTROL PLAN NNS
o •
o -
•
r
GENERAL NOTES:
1 . Flashing warning lights and/or flogs shall be
Z used to call attention to early warning signs •
a, when specified in the plans.
rt .
2. .For signs on romps, the spacing shall be ""os.
available ".
3. ')1-11-1e%
ll signs are 1200 X 1200 black on orange unless
° W4 - 3 otherwise designated. -
m BLACK ON ORANGE 4. All dimensions are in millimeters Unless otherwise
i designated.
o .
•
0 .
a .
c_)
-BUFFE• R DATA
BUFFER SPACE = B (IN METERS)
T—
W
13--E1 r3---a 13-a E1-EI 13---13 13-fl °-° °-o El----EI _ Speed (MPH) 2 5 3 0 3 5 4 0 4 5 50
Y cn
//////f 55 60 65
WORK AREA ° S R 16 7 LENGTH (M) 17 26 37 .52
{- Lane // i/ �° ° 67 86 102 127 148
Clo ed �`W0R — BUFFER VEHICLE ROLL AHEAD DISTANCE = R
N ° ° c ° • a ° ° ♦ BUFFER VEHICLE STATIONANY
MOVIVG
m ° ° 3m Min. ° WEIGHT OPERATION OPERATION
° a6,800 Kg
w a•
- - a ° " 8 METERS
N a _ _ = - L/2 30m ° 23 METERS
•
10,900 Kg 8 METERS
•
23 METERS
0
• ROLL AHEAD STOPPING DISTANCE .ASSUMES A 4,500 LB
•0
IMPACTING VEHICLE AT 65 MPH SPEED AND DRY PAVEMENT
J
MINIMUM TAPER LENGTH = L IN METERS
TRAFFIC SAFETY DRUM
LANE1r .
Posted Speed (MPH) SPACING (Ml
•
OWS /wLm0teh
WS - 1 (MOD)
) (M) 25 30 35 40 45 50 MPH Taper Tangent
ROAD 55 60 65
( If lone is less than 3.3m) 3.0 32 46 63 83 138 153 168 50/70 12 18
WORK - (SEE NOTE 1 )
�� 3.3 36 51 69 90 151 168 185 201 35/g5 9 18
W20 - 1 _
3.6 39 55 75 98 165 183 25/30 6 • 12
(SEE NOTE 1 )
•
202 220' 238'
LEGEND
•
SIGN SPACING = X (M)
p ° 0 TRAFFIC SAFETY DRUMS FREEWAYS &
• 55/70 MPH 450 M +/-
444 SEQUENTIAL ARROW SIGN EXPRESSWAYS (OR- AS PER MUTCD)
OBLITERATED MARKINGS RURALS ROADS . .
45/55 MPH 150 M +/-
(SEE NOTES.)
•
(OR AS PER MUTCD)
URBAN ARTERIALS 35/40 MPH 105 M +/-
•
(OR AS PER MUTCD)
URBAN STREETS 25/30 MPH 60 'M +/-
•
RESIDENTIAL & (OR AS PER MUTCD)
BUSINESS DISTRICTS
NEwoN STAT? •
DESIGNED BY K. HALL 1/3/00 xo. FED.AID PROJ.NO.
PRELIMINARY N .•,__ NGINEERING
ENTERED BY P. D0 1/3/00 10 WASH
CHECKED BY A. AMIRI 1/3/00
SUBJECT TO CHANGE ® SR 167 TC7
PROD. ENGR. G. L. McKEE1/3/00 IIII J`»N0`eER Washington State I-405 VIC TO SR 900 COUPLET
REGIONAL ADM.J. OKAMOTO 1/3/00 . 00A002 DATE® '1/; Department of Transportation .
se
DATE' DATE CONTRACT N0. _ f{r/J
REVISION BY or
TRAFFIC CONTROL PLAN 5�
—. SNEE S
Sign Specifications
Roadside Sign Structures
LOCATION SIGN SIZE SHEETING LETTER SIZE POST
SIGN# SIGN CODE NUMBER (STATION NUMBER) X POST POST LENGTH
1 © TYPE OR CODE MATERIAL SIZE • CLEARANCES • K
M4-9L (MOD) INTERURBAN AVE S 1500 1500 . I•OR II H1 H2 ® H4 V
2 M4-9 2000 WOOD 6X8 a___ 2.1 ® REMARKS
SR 405 1500 2250 MEM 2000 . WOOD 6X6 5.6 5.6 • IIIIIIII 2.1 3.6 BLACKNVFi1TE
3 M4-9L (MOD) • SR 167
4 1500 1500 IOR.II 200D WOOD 4X6
M4-9L (MOD) S 2ND ST 1500 1500 I OR II 4.8 4.8 2.1 3.6
5 M4-9 (MOD) SR 169 900 900 I OR II 125D WOOD 4X6 OOD 4X6
4.8 4.8 2.1 3.6
- IIIIIIIIIIIIIImms
4.2 2.1
6 M4-9R (MOD) SR 405 N. B. 900 900I OR II -__ 3 6
7 M4-9R (MOD) • SR 169 . 900 900 : 1 1250 WOOD 4X6 4.2 _
8OR II 125D WOOD 4X6 _- 2.1 3.6
R11-2 CR2 • 1200 750 III OR IV 4.2 2.1 3.6
9IIIIIIIIIIIIIIM
M4-10L CR2 1200 450 I OR II 150D _ •
MOUNT ON TYPE III BARRICADE
10. R11-1501 CR2 1200 1500 HI OR IV 150D/200D/125C WOOD 6X6 �_____MOUNT ON TYPE III BARRICADEIIIIIII
2.1 3.6 BLACK/WHITE •
11 R11-2 BR2 1200 750III OR IV �__ .
12 R1M4-1 2 - BR2 1200 450 I OR II 150D iIIIIII __ MOU
12 R11-1501 -__ __ NT ON TYPE III BARII RICADE
14 BR2 1200 1500 III OR IV 150D/200D/125C WOOD 6X6 4 2 • S_MOUNT ON TYPE III BARRICADE--
13
SR 167 1500 2250 II _____ 2.1 3.6 BLACK/WHITE
2:1 3-6 11111111111111111111111111.1111111...1
15 M4-9L (MOD) SR 169 2000 WOOD 6X6 5.6 5.6
1500 .1500 I OR II 200D WOOD 4X6 4.8 4.8. 2.1 3.6
16. M4-9R (MOD) ' SW GRADY WAY 1500 1500 I OR II 200D - WOOD 4X6 _
17 M4-9R (MOD) INTERURBAN AVE S 900 . 900 I OR II 4 8 4.8 '
18 M4-9R (MOD) 125D WOOD 4X6 2.1 3.6
INTERURBAN AVE S 900 900 I OR•II 125D - 4.2 2.1 3.6
19 M4-9L (MOD) S 2ND ST WOOD 4X6 4.2 __® 3.6
20 (MOD) BRONSON WAYS 9000 9000 1 OR 11 200D WOOD
M4-9 MOD1 OR 4X6 4.8 4.8 __ 2.1 3.6
•
150D WOOD 4X6 4.2 ___ 2.1 3.6
IIIIIIIIIIIIIIIIIIIIIIIII
21 M4-9 SR 405 1500 2250 11
22 M4-9R (MOD) SR 405 900 900 1'OR II 125D WOOD 6X6 5.6 5.6 __- 3.6 BLACKNVHIT
23 M4-9R (MOD) SUNSET BLVD 900 900 I OR II 125D WOOD 4X6 WOOD 4X64 2 __ 2.1 3.6 1 E
24 M4-9 � SR 405 1500 2250 II 4.2 ___ 2.1 3.6
25 R11-2 WN1 200D WOOD 6X6 5.6 5.6 •
1200 750 III OR IV 2000 -__=- 2.1 3.6 BLACK/WHITE
!OYES: POST LENGTHS SHOWN ARE APPROXI •
_ _MOUNT ON TYPE III BARRICADE
MATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION.
•
FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET •
. FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL.SDI AND SD2.
CONSTRUCTION NOTES:
1. DETOUR SIGNS TO BE PAID AS CONSTRUCTION SIGNS CLASS A.
•
2. SIGNS TO BE COVERED WHEN NOT IN USE.
- REGION Ho. STATE FED.AID.PROD.NO.
•
:SIGNED BY •s 11/� In
ENVIRONMENTAL&ENGINEERING
TERED BY 10am WASH SERVICE CENTER
ECKED BY 11/3/00WIN SR167SD I
G�� ; 1/3/00 '' Washington State •
OJ. ENGR. �oaHu� RELpN11IVARY PLANS W Department of Transportation • VIC. 1 405 TO SR 900 COUPLET
T_ADM. I TC) 1/3/00 OOA002 SUBJECT TO CHANCE.
/3/00 B `t 8
DATE DATE I REVISION
BY ATE: DETOUR SIGN SPECIFICATIONS 51
SHEE75
Sign Specifications - ,
Roadside Sign Structures •
•
SIGN# SIGN CODE NUMBER LOCATION SHEETING LETTER SIZE POST POST
(STATION NUMBER) - TYPE OR CODE MATERIAL SIZE . H1 P OST LE H3H CLEARANCE
- 26 M4-10L WN1 1200- 450 I.OR II 150D H4 V W REMARKS
27 R11-1501 WN1 1200 1500 III OR IV 150D/200D/125D WOOD 6 MOUNT ON TYPE III-BARRICADE
28 M4-9R (MOD)• SR 405 900 900 1 OR II 125D • WOOD 4.2 2.1 3.6 BLACKNUHITE •
4X6 4.2 2.1 3.6
•
IIIIII
EITIBM"IIIII. 111111711111 —1.1111111 .
. . .
. .
. .. . ,._
. . Imo •
•
•
inn . .
•
ion sui
. .
•
JOTES: - POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN
THE FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES•"G",AND DETAILDPRIOR TO SHEET SDI AND FABRICATION.
FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. 2 .
•
•
CONSTRUCTION NOTES: . •
1. DETOUR SIGNS TO BE PAID AS CONSTRUCTION SIGNS CLASS A.
2. SIGNS TO BE COVERED WHEN NOT IN USE.
•
REGION NO. STATE FED.AID.PROS.NO. ENVIRONMENTAL&ENGINEERING
MI
SIGNED BY •_ j •
fERED BY /3/00 10 WASH
=CKED BY G : • j 1/3/00 i=Ll�il �c `IrkRAN s ® Washington state SR 167 SD2
�J.ENGR. �� 1/3/00 JOB HUMBER CH
!1 i C Department of Transportation VIC.1-405 TO SR 900 COUPLET
T.AOM. " 1/3/00 OOA002 SUBJECT. �O CI 9f�1�I C
►I _ SHEET
1/3/00 I BY CONTRACT NO. I
-DATE DATE REVISION PATE: of
DETOUR SIGN SPECIFICATIONS • �� •
•
SNEETS
•
I ;-^
1500 I
t •
a SHIELD "
UTE
0 363mm X 400mm 1500mm 3ETOUR o
•
TOY NORTH
5�M 1500mm SHIELD • 4 ROUTE DETOUR
UVOW ll W 375mm X 300mm • M4-9L (MOD) ETOU
•
i eOg ����b 200 D " ARROW
0 0 900mm X .. Mq-9 (MOD) 900mm
1500mm 900mm TYPE 2
200. 0 © © ARROW
"(TYP) M4-9 M4-9L (MOD) TYPE I
EMIT DETOUR
-- , N 4 H ST 900mm
• o' BLACK/WHITE 200 D MO
C©103 n 1 ARROW TYPE 4 Abigail&
DM4-9R fM00J
co ,_•
1111 - ., DETOUR
U • 132ND 57 ,--------- AIRPORT WAY '"" SI .T
N
-E • USE BLACK/WHITE •
yF ; �' _row,
gRD ROUTE
p M NTON ANE - . • a • '� � I WO�VII�
.P
Q EMT T /1 00 �Z '�' 900mm
ij 750mm 1\116. - �, 1iA69
t/
v �� m ARROW
•
9001* TYPE 1
TO BE 'PLACED BEFORE THE EXIT • S 2ND •1OTO THE COLLECTOR DISTR u 900mm
IBUTOR •
•
--- **42kCD
111121111k
� a C' L • •900• mm
M4-© / 14Ck y�roy .._....4111/
Bk I p\--"� �� �\ 0 G°��M�f
L (MOD)
,_ 8 y � l�l®�C� \ S!y 900mm
SHIELD • '� N�RT v } M4-9R (MOD)
0 375mm X su>�/�� • ` S (44TH ST �` FRN` FE a110111111 ice\ ,p
N 300mm 4as gD�4b � •
``s• Er SW 7TH ST N a+d �+-_--
. y ♦` ,
m •.
♦cA ��S / y�� • -ARROW TYPE 2 •
ti �I y
W • W Os ♦ ,
S
N •
DETOUR
p0 1500mm v `♦•• 1200mm
•
•
N 1500mm ♦♦♦'••♦�c'y�Q S�r.r GRADY00.1"1I,i �, RENTON
�L ®N O j© IJ450mn
•
o~ • \\1:1.3.7. 1F • �� t�r � f 0nAt�P R11-2 (MOD) 7200mm .
as INTERURBAN S
—_ _ ��p p nS 7["�J!c, WIIL,A AVE 5 ,♦♦ .� ��� R11-IsoID LJO l*ETOURO 450mm
•
•
c518� so fill,
�� +e •
`, �♦ �` CLOSED BLACK/WHITE M4 IOL
U •
_, � : ®A BAq IA MOUNTED ON
111.11111kirte41.T `i' 1-1.4)10111
N�� !�'/ Mil
` 10®M-5 All TYPE I I I
FR �� '
�`�;���� BLVD ���� ' h� W BARRICADE
�� TpKK- i 167 V
9" LA PKWY w .
•
a a y PUGET o a 1200mm
a•
HAWW <
r z o • o la,
OSED450mmr _,0111
m ®
111L u,
Q �, 0
cc
° z -� ''' R11-2(MOD) 1200mm
STRANDER .:E
` ---
0
BLVD }
¢ m i _ r-
J O ® fNT© I}
•-csW zrrH sr ? •--- 450mm
N __ w MOUNTED ON
8- w a TYPE III
0 •
SR 405 ® = BARRICADE
- 1.11
SHIELD M4-9L (MOD) ® �
375mm X 300mm mee.r.r[ SHIELD C1,7)1
'� 40g SOUTH M4-9R
I6 )
(MOD) O 8©UTH 375mm X 300mm M4 9 (I3�
NIIIIP - SHIELD
40� S®Mpp 375mm X 300mm R11-1501 BLACK/WHITE
DETOUR
1500mm
2 D�T�O�Q 1500mm ' EMIT
1500mm 200 0
/) rR°O�° DD (TYP) ���� o�,
ARROW TYPE 4 �y I ARROW TYPE 4 �c�,�00�[p a " . 250 500 750 I o0
• (N.T.S.) BLACK/WHITE MOOED SCALE IN METERS
•
•
gA yO
SR 405/SR 167 INTERCHANGE 1500mm 1500mm FOLLOW�n7 BONygi(®A
750mm
•
D�p��� BLACK/ORANGE 10(IH-5 Id NOTE:
" 1500mm
THE CLOSURE OF THE BRz AND CR2 RAMPS SHALL
1111111111.11111111111 .
•DESIGNED BY K. HALL I/—� -®� FED.AID PROJ.NO. PRELIMINARY
EEMV{R M t G(NEERING NOT OCCUR WHEN THE WN1 RAMP IS CLOSED
ENTERED BY P. DO 1/3/00 10II
g E4cLE_ !
CHECKED BY A. A)AIRI 1/3/00 SUBJECT p CHANGE
®ii2ii Washin t D1
PROJ. ENGR. C. L. McKEE 1/3/00 1C9HU1gER SR 167
REGIONAL ADM.J. OKAMOTO 1/3/00 00A002 g on State I-405 VIC TO SR 900 COUPLET
DATE: Department of Transportation SxEE
DATE CONTRACT NO.
a
DATE REVISION BY I
DETOUR PLAN (RR? Q. roo 1 L;t
a.
° AiN! I 900 mm
0 2
p I.DETOU1
– 21
�;;�_,.,. � GR2 � 900 mm - till
'M�15
•
1+ o� i, 00 mm
p PRK .
• �6� SOUTH 20 ,c._
Pr `r' NE 04E1'
E� .
a, r--J 1500 mm lg M4-9 (MOD)
it :1 `VD NE ""° NORTH
IJ
� SR 405 • pD�`�Q�� M4-9L (MOD) �'
13 Y,
•
:;-).°
` ` I N • y 2''�� z EMT
M 1500 mm
.E 1500 mm I
•
H z • N sT . 200 1111 (� 0 1• qAiiillil"-I.
, w z RE TON z ill! V' OD (TYP)
v BR2 • xillii;
p AIR•RMU T L c> mIlk ?Ty
•
coil
La
;:--c. . Ey2 11114
rn N 6TH ST
In
• I.
11"
� z . IIil �i,�1 E K O T G6 750 mm
14N1 ''
SR 405/SR 167 INTERCHANGE /RIM ik�(N.T.S.) .6.
BLACK/WHITE
•
•
DD CT�OMpr� I1IIII�� ill
ROUTE
'N DETOUR •
!32ND '----- AIRPORT WA`9111in
1411111111110.
- s� -
w 0 IFN - -,� �11
M4-9®ODI
o
o
900 mm QO��� .! •0 TON PN � _ .�. 41 "■ e
• ,r `r 900 mm
•
Q M4-9R (MOD) /
N r ®�,0` 900 mm
4?), .
*WO
•
900 S 2N0
900 mm -- O itt2112111111 " ,iill '_ •
a !v `; ' � env ©�2®I6© �/ -� 4��Ft• •
DETOUR
,72
•,,, R ��iy 111
iO 53P ,�r �► ,� ® ROUTE
•
M -� • ,4 81ack CION •�• \\ y� M4-9R (MOD)
• 4 9R (MOD)
j w�l®�® \ Y
•
• _' yFRN� \� 9 00 mm
S 144TH ST DDG�O�Q 1�� ANTA , o�j ,�1� VALLEY ��___-
900 mm
\ SW 7TH ST 5��, �� •
900 mm QO��� '. `..% tl, I y< •
' G• G.f.` S 1500 mmy4r ,•
�900 mm • ai ``'. �? GRAOY •yoSW /7' BLACK/WHITE
. INTERURBAN , , vilFE .�
A\6::
� , ���III
1500 mm
S ��JJL1l YY�JL� VE 5 ::::9 '..
,� �j j�
'� IIIST �� • 200 C E N IJ !1
18 Al. rn e 1�` , (TYP)
•
SOLTHCF'1'T Y s 94. /�'�` ��• Z w CLOSED
�� . roma s
,m
4-„„
N"."6"1" .._FR BLVD f•Wd : _ 2 �,� w•
, J 7�
q rUK- y '` 157 „,
V
•
PKWY w `r Off- 750 mm
�^ PUGET z M j�
o UU ll
Y
x a 28
a a m ,
M4-9R (MOD) a
aII -
-Ill w o> �� • • w TO BE PLACED BEFORE
o J o DC �OMG�3 RAW EMIT
T ' 25 �/n1� 11 THE EXIT TO THE
QDPile I p0��[S �°� 7 R11 2 p COLLECTOR DISTRIBUTOR
= STRANDERa 900mm �O��p MOUNTED ON ��OSED •BLVD R11-1501�' . j [WILL
Ail DA-in DA TYPE III BARRICADE ' NOTE: ”
10�H 5 All 25 KDE"UNI) THE CLOSURE DF THE WN1 RAMP SHALL NOT OCCUR
-- '00 mmM4-IDL WHEN THE BR2 AND CR2 RAMPS ARE CLOSED.
111111111.1111111.....l _- REGION
DESIGNED BY K. HALL � Ho_ FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING
ENTERED BY P. DO 10 'REL,Pi9N�4RY5�
CHECKED GR A. L. M SUBJECT D2
PROJ. ENGR. G. L. fdcKEE— -roe xui6ER J (�si
Washington State SR 167
REGIONAL AD)d.�, OOA002 • O CHANGE � I-405 VIC TO SR 900 COUPLET
oxa)loro - • DATE-
.
�-��, 4/ Department of Transportation
COHTRICT H0. /'!9 SHEET
DATE DATE REVISION e �'
BY -.
DETOUR PLAN ( WN1 ) � �t
V'. ,I
1.23N. R.5E. W.M.
a_ I -� ,� y 11 s Nf
O 4In 111111
RE , ON Z z D W
O N MU ICIPAI Z 8 m try ti j
w■ s AIR" RT a w i ¢ �.
S 124TH ST Ikg
a ¢ a < T zA
Irkg,
,:,
illo
THST � L
\ al hi � 1 Z rn 111�1�� J)- -
ti
..,c7i 1 I AM ii
Ind
(DI , N orillii:v/Ap
SI
S LANGSTON RD
'
S 132ND IIi
AIRPORT WAY 41111111r
-� S 133RD ST ,pF a ■ �
to I •b1 yrON Ijr
byJ/
E
�04yC S 2N0169 AC
r,v v17 G
j .' 4
LO
L.
g�ack R `'In
c'°"900 • ® �I���T 1 NN�\ y�r
44:1111Lit, fE
VALLEY 7TH ST �n;•
S 7TH ST I.�4i - -
cr, _ . I ��P
cr,
f S �►
01
- WAGRAD '
1- ieP -4,0'4F 24 110111W •� ' / ' ',
o
'I`TERURRAN / � '
In AVE SWilibb
O if ` SW 16TH ST ‘IM -,''
END PROJECT MP 27.28 . 9S '+�—� N� - 20
Nlri
IR 4.FL. SR 167 N� kitN'.
STA 46+033.000 m 7 taiiN
PUGET ° '21ST16 r�
- STa �
g lir
4i I
"'.......................� SW 27TH ST
,-
STRANDER
BLVD
r ft\IIIII a y
� m
3.
25 y N w SE SE ([1 ST CIO
W 31STT ,�
> W Ao -� S
W SW 34TH a STIII
11
N
BEGIN PROJECT MP 25.00 —
IIII
SR 167 W N O J
1 4111
\4111,
2
")
STA 42+325.000 I111SE 176TH Si Om
ce SW CST ST
W
>
99
O
P
Q S iiiP
TROTH l� SE 43RD ST Ce G
SE ST Srt
t5 MOTH STIPLAN W WIiIII. .j
a
REFNROENCE NOTE: ALL SHEET REFERENCES, FIRST NOS. OF STRUCTURE CODE DESIGNATIONS � � � �v� ; _ J
I
NORTHWEST REGION AND MATCH LINE SHEET REFERENCES, ETC., THROUGHOUT THE PLANS, '-
PROJECT DEVELOPMENTT REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER BOX. �� s 32 33
I I
0 250 500 750 1000
SHEETS
SCALE IN METERS
- REX?" STATE FED.AID PROJ.NO.
DESIGNED BY K. HALL 1/3/00 10 WASH SR 167 I -
ENTERED BY K. HO 1/3/00 '� I-405 VIC. TO SR 900 COUPLET
ALL SHEETS OF THESE PLANS SHALL CHECKED BY A. AMIRI 1/3/00 Washington State
BE DERE ED APPROVEDAP THIS SHEET - JOB ACP OVERLAY
PROD. ENGR. G. L. McKEE 1/3/00
V, Department of Transportation SHEET
OF
REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT NO.
INDEX / VICINITY MAP
APPROVED DATE DATE REVISION BY SHEETS
CURVE DATA r
P.I. STATION DELTA RADIUS TANGENT TH
SR 167 42+535.745 20.25'25" 1831.916 330.004 _ 104 --
SR 167 43+806.732 11.00'00" 1746.375 168.157 335.280 T O 2 3 N O R R F u�'
O S ` O t,\ O N1 O
O
0
W20-1 ROAD 1200mm SR 167 —
CI, WORK
AHEAD BEGIN PROJECT
c 1200mm (TYP.)
o SR 167 42+325 . 000 SR 167 42+858.745 P.T. _ ��ON
SR 167 42+205.741 = MP 25 . 00 L 1102+38.70 P.T. SLR167 1127+97±208.575T. BK. = Ea�
a L 1080+96.30 P.C. EE 975+33.20 P.C. AHD.
I I k
/ I
- ___ -x I _------ C L_--__1- --
_--x
—G— —
Ux— —x- x —x— x _x- -x— xI— — _
/ u -- C — _
— —
~ IIII ©BEGIN ,,,,i,,,,,,,,,,,,,, ,,,,-,,,,,,,,,,,,,,,,'! •
�
/
-- _ II 7� if-
= L — _,_ q
II C
Tr
_ ii c
_ -------------------- -
-11 11
-- __
w ---- ------ � — N 9°28'36"A +� ------ 9°28'36" W -=' S � 67 �� W
I�Z
--- ----- -- ---- ------------- ---- ------ ----------- - -------------
Liii 4.n
o -------------------- rfr3.3 -- -
Jll
II ---�LJL--
-------- — _ _ 11 II
— n
•
IT
I g- I ---__
--ter
1;:
•� II BEGIN=. b �-------- -------— ------------'----�"-------
lo
II
.11111k
II II o II
o_ ©BEGIN ll �� �� © © © O* ©* iI
Ou II
©BEGIN ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,
1350 m +/-
CX)
W20-1 PAVING LIMITS
ROAD
WORK
AHEAD
LEGEND
• 0 EDGE STRIPE 0 DOUBLE YELLOW CENTER LINE STRIPE
O2 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE
03 GORE STRIPE 0 PAINT EXISTING CURB
GENERAL NOTES: ® DROP STRIPE
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO _ •
JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO * SR 167 43+121.269
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH .27, 1925. END GORE STRIPE (6.0 RI)
BEGIN LANE STRIPE (6.0 RT)
2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS AND END LANE STRIPE (9.3 RT)
PROVIDED FOR IN THE SPECIAL PROVISIONS. 0 10 20 30 40 50 BEGIN DROP STRIPE (9.3 RT)
3. SEE SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
REGIONo. STATE FED.AID PROJ.NO. NEERING
- "� PRELINIII 5 RSI ag SR 167
_
DESIGNED BY K. HALL 1/3/00 10 WASH SUBJECT TO CHANGE g
Washin ton I-405 VIC. TO SR 900 COUPLET P1
ENTERED BY P. DO 1/3/00 State
CHECKED BY A. AMIRI 1/3/00 am IMBED ACP OVERLAY
PROD- ENGR- G. L. McKEE 1/3/00 DATE- i o�U / q Cl �, Department of Transportation SHEET
REGIONAL ADM.J. OKAMOTO 1/3/00 G9MiRACTMO. 11 1 I PAVING PLAN of
DATE DATE REVISION BY- SHEETS
,
a. T023N0 Ro5Eo W0M0
0
>
a
F-
Leo
SR 167 43+973.855 =
o EE 986+33.20
0 N 01°31'24" E BK.
i N 01°45'00" E AHD.
L 11
N s
a I I i i
Y 1 i
-- - : • - - ummommilmommi
___ ______ ___ • c
- - - - - - - - ------------- - - - - - - ----- ---------------------r------------------------ ------r- ------------------ - - - - - - - - -�- - - - - --'--
cn
m I
co
E-
a © © BEGIN © -x— x— o
0
o - --' -
Q-
------------ — — _ — 1 — — +yup — — SR 167 — — • -. f-
...-taoa----- - — — -- — 4400 — N — 1..1._QD: — . W_ 01°45 00 ' E~ W _------ — _ —" - NO W _�--� --- -- Z W
J - _ -I IJI
W ♦1 I —W ---- ----- ----___ _N I - --- ----- ____Fa - ,------ ------ ----- ---------------------
---------
-----
I . — - --- ---------------------- -__R2 RAMP-----
0 © END © —,— —,— — _ _- --- ------
- -
*I
1
O END
PAVING LIMITS
O BEGIN
•
LEGEND
GENERAL NOTES:
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO C EDGE STRIPE O5 DOUBLE YELLOW CENTER LINE STRIPE
JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31. 1961, AND BLACK RIVER TO 0 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. O GORE STRIPE 07 PAINT EXISTING CURB
2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS
PROVIDED FOR IN THE SPECIAL PROVISIONS. 0 10 20 30 4'0 500 DROP STRIPE
SCALE IN METERS
3. SEE SHEET MD2 FOR STRIPING DETAILS.
ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
me STATE FED.AID PROJ.NO. ENVIRONMENTAL AENND�IENGINEERING
DESIGNED BY K. HALL 1/3/00 10 WASH PRELIMINARYR' L S ,�_ SR 167 P2
ENTERED BY P. DO 1/3/00 1-405 VIC. TO SR 900 COUPLET
,,m HOMER Washington State
CHECKED BY A. AMIRI 1/3/00 SUBJECT TO CHANGE 7 Department of Transportation ACP OVERLAY SHEET
CHEC. DN BY. G. L. McKEE 1/3/00
REGIONAL ADM.J. OKAMOTO 1/3/00 CaNrnACT NO. C y �� ��
DATE DATE REVISION BY DATE:TPAVING PLAN OF
SHEETS
To23No Ro5E0 W0M0
C /
> i %/ /' / f41 i i i \ \\`
I it \
0. i / I I / // HI I I I \
lD ' 6/ / / / III I I I
i /� m l / / // H I I F�- x +
o „ ,,//„/,,,”
/ i CI ti / . /,, 1 i i p \ \ .
/Lo
/ �� /jam ' , i�' •
1C�`� `��\
— —G— .‘ jj/�7
. +� ' I I \\\ \
•
•
.......Y.."- �y 1 •
cn
x— —x— —x-- __x�_x x x x` _ -' I I -{O �x� M
al
___ m `.
_ d qv.
I CL
U o __------_ - QO_
o + ----------- -------- - L ------ +Q L
v ----------- . -1 '" W
`.° I— +TOO N 01°45'00" E X00 I , SR 167 +300— Win
CC I—
LLI =iIm -h--T--,+— T-- ,— IITII- --f—T—�---rimer---r—TI—zHi
T—TAT—T—r- --I-- --,----,-+—T—T .Z. W
VIS - -.1 - JN
La
J
a.
a_ I
N i C26 +151 _ I I b , - - -�
al" . ,,;2' .':',', ''' IF
— — - - 7Q I " PAVING LIMITS " '��
.0.,./..///III!✓///J///..///L///l//111//J `�-` ` ` ' ' %
\_ I I /
''''''.'''N
` //mow / /
/ /
' I ` /
\ `
\`. 1 / / /
\`
\ ! I , I
\ . .
LEGEND
GENERAL NOTES: 1200mm
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO eYD ROAD Q EDGE STRIPE O DOUBLE YELLOW CENTER LINE STRIPE
JCT. PSH N0. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO 600mm ROAD WORE WORK LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE
AHEAD
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. G20-2a W20-1 O GORE STRIPE O7 PAINT EXISTING CURB
2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS
PROVIDED FOR IN THE SPECIAL PROVISIONS. O4 DROP STRIPE
0 10 20 30 40 50
3. SEE SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
_ p°M STATE FED.A I D PROJ.NO. p J�a�EENVIRONMENTAL AND ENGINEERING
DESIGNED BY K. HALL 1/3/00 t RELIM1 VARYRPU S SR 167 P3
10 WASH I-405 VIC. TO 5R 900 COUPLET
ENTERED BY P. DO 1/3/00 SUBJECT C Washington State
�+
CHECKED BY A. AMIRI 1/3/00 J""MUM TO CA!�d,i 'L. Department of Transportation ACP OVERLAY SHEET
PROJ. ENGR. G. L. McKEE 1/3/00
REGIONAL ADM.J. OKAMOTO 1/3/00 T10/LiOF
DATE DATE REVISION . BY �"rn/cT�. ��' i_, / I 9 cl PAVING PLAN
SHEETS
CURVE DATA
P.I. STATION DELTA RADIUS TANGENIGT
5Nt 2+603.893 81.34'04" 48.524 41.861 080 -
I T . 23N0RoSEO WoMo
o ' ' 1200mm (TYP.)
- ROAD 600mm (TYP. )
, , 1 1111 I1 , 1 IH 1 III 1 ' I /+- -
ii , ff 11 11
yu A `I,I I H 1 I II 1 1� + I 1�H I i'I 1 1 I I /+/ /6.f /, 'I i �11 I '
i 1 1 ° , I .-/ , / / i'1 '%I 1
wit, II IIII 1 I i . i H I it I , / Ii II II
C 14II Ii I H I it i illi f I I I i , ,/ iI 'Nii D G20-a
QI 'I II 11 Ill 1 11.1 I 1" 1 I / , , 11 11
'� H 11 IH I 1 I I 111 I I I I I + �� I'III
I N\i
• 1 Ilii III I, I -.I i t i I H 1 i I I / / / i/ I I 1 1
a) Hit I H I I 1 1 11 1 I 1 I >r� / , ' ', I I I 11
O I ,I 1111 1 II 1 1 I I '11-1
H I I I �X + +Q // t1 1 `I
I I 1 1 I 1 1 1 I max— ' '� I I 1 11 0
C , H 11 I H I II I' 1 III I I I .' _. ,� II I I' Q--, I
1� ,11 I, I I I I '11 1 I I I I H I 1 I JC� „ I I I ‘‘`x p " 1 I
1 I I I I I I I 1 i v. .. i I i I I I,
lD H I I I I-1 I I 1111 1 I 1/ „' I I v'*`,, I
/ I �g l l i i Illi i t i' iHi I i I Q/ , SIT �� .tet; I ,
'p iFa;H i i I H I 111 11:
111 I I 1 Fa f4-)..,' ./. �' `�I \\`\\` II I, I,
.'
p `"%11 LL---- III 1 - 'I 1 I _ _I��i I I IFR `\� `��``� i I\
211t•1--- -Z- -I-- �--r----5 " _..„9.r.,,,'' \\ ` \\\ I ``�
O 'II 1 11 1 I 1 }I I H i i 1' - �`\ ` ,.
w nom- I H 1 -i I iHi I I �. G20-2a \\, y
1 17 V V "' \``` 0
0 FT'''Ii1 1 H 1 I 1 Ill 1 I 1 c7 f - ' ! F� `.\\```� -'<— : — —'< —'< m
L CO 'ey �.y,1 I II I I I IH I I I L•'•d — ` Icy J,` `\`j. �-I- �
In 'n S i H i�I i ' 17 i I I i ' ::: i ya to
+
I = I I I 1 I •1 1 1 H 1 I 1 '�' _
I 1 I I 1 11 1 1 I—
1�( v
Y cM iHi i I iHi i —!ti vIn
1- a L � 1 I I 111 1 I - 1.• a
:° I- ____r'1 .,.. I'I i i I iHi i , -__ N 01°45'00" E 44+500 SR 167 © \ x'600 — — — I-
w i UL I I �i a w
N N - , I I - ._ ...Jr� N S
°'cn
z w ' I 1+000 — — w to
0I .-. W -' 1 I AYd Z W
p Q ' 1 I�y v.�1 ----i F✓ y�
x I I 1� e„"� � �� goo ,�i'y.
o II I PAVING LIMITS X � f
--tom-� , �`�\ ,' "' _ -----
FT1- Z T r , r -r-Y- -r-rr-1--1-�_ © `�` ` \� i,
•y1 1 1 1 1 1 I 1 1 111 1 -ilk,
E,tc. `` \ \� / ' -
KFT 1 1 I I ' I I I 1 1 I I 1 11�.4 \ `` . `Z`\ ',/ r`
'' 1 1 1 1 1 ` Rt /� `
CV 1aa I II III , I I 1 I I I I © O `\�. �� ,/ 1
~ y II I I , I 1 +1 I I 1 I �� 1 `. `` \ 114 i, :'' \�
p w I 11 1 1 1,,Wit 1 I 1 I I Pcy ```\ ♦ ♦\ ' 0
J _ 11 1 I 1 1 ' •1 1 1 1 I I 1 `\ `\ `\ ' -
a I I II.- I i I I 1� I i I i. i I F'+1 \` `` `\:\ ei 0 /, ,� - _
I 1 I 1 1 1 1 ,�y \ `\ `\\\ f f ��
N41 1 1 1 1 I1 1 \ \ \, /J1 +
I1 I I 1 ♦,�\ \ ` f1 QI I 11 I I I 1 1 I P.;\ ff ,I �1 I1 I I 1 f 1 OI 1 1 1 1 1 I 1 1 1 i \ Ic I f I_ 1 ,
1 , I , , 1 1 1 PAVING LIMITS \ 9 ,
I i I I I I I I I 1 1 i 1 �E�1 P MATCH LINE SHE /�
1 I I , I 1 I 1 I 1 1
1 '1 III I I I 1 1 1 1 -
Ii i i i I i i 1 % I \ M CC�Z V_1% . n0.°°0.00 NI 2+631.112 PT 9
1 1 1 1 1 1 1 ! , 1 11 I• \ p\ L SR 167 44+618.727 (9.662'RT)
© WN1 2+562.032 PC
R- Cf)
W4-3R
1
. E6-101 E6-101
i .
I 405) SOUTH 11 COI TI trf‘
.P 1 EMUWUEN .
i 8ma441® I SEATTLE
I ®Mom EXIT b ONLY J
LEGEND
GENERAL NOTES:
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO O1 EDGE STRIPE OS DOUBLE YELLOW CENTER LINE STRIPE
JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31. 1961, AND BLACK RIVER TO O2 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. O3 GORE STRIPE O7 PAINT EXISTING CURB
2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS
PROVIDED FOR IN THE SPECIAL PROVISIONS. 0 1b 20 30 40 500 DROP STRIPE
SCALE IN METERS e PROPOSED GUIDE POST
3. SEE SHEET MD2 FOR STRIPING DETAILS.
s EXISTING GUIDE POST ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
'g?' STATE FEO.AI D PROJ.NO.NO. ENVIRONMENTAL AND ENGINEERING
' M0. Rg I� _
DESIGNED BY K. HALL 1/3/00 _ 10 WASH PRELIMINARYSE LAMS SR 167 P4
ENTERED BY P. DO 1/3/00 _. Washington State I-405 VIC. TO SR 900 COUPLET
CHECKED BY A. AMIRI 1/3/00 10p" SUBJECT TO CHANGE Department of Transportation ACP OVERLAY SHEET
PROJ. ENGR. G. L. McKEE 1/3/00 DATE® n
REGIONAL ADM. J. OKAMOTO 1/3/00 CONTRACT Iro. 10 / 11 ) C1 y I of
DATE DATE REVISION BY PAVING PLAN
SHEETS
•
` CURVE DATA ,
P.I. STATION DELTA RADIUS TANGEW CTH ,
SR 167 44+908.928 40'00'00" 218.297 79.454 400 i
Te 23N . Ro5E0 Wo Mo
o
o
ROAD
WORK ( X ) ZZ'
AHEAD W20-1 /% //,�
/// 1200mm
/ C,4' ,'/
SR 167 44+908.928 PI PAVING LIMITS // 1". /...' X� ROADRWORE 600mm
,/ Otis //,/ G20-a
cn
\ aP //// SR 167 qq+gg1.874 P.T. END45+O/BEGIN 20
©•
D
> /, ©0
0 / /
a 0 /
07
44+890 o
4000 / 77_
:. o
/v ©END -- --- __,— r_ti +_ -- __-__ -_--- --.J!. _ . -- -- 'n�T--z — _--
0
— --
ti © \\\ � O.
� _ ?� N41=15'00'_ / e ��— X13+000 r 167 A -- -- -- a
L //4/7 __ __ -- -- �0 _
to / �i __ - -- __ W fA
/ �� (v 900 `i _ �, -- S. „ -- S` .-, W
or
.14
,O { 'moi _ ,i --- '-- '-- ������� J N
44+829.474 PC �' r�'.tih _
' �� x
l- ,-
SR 167 44+740.000 =
0
/ 0/
alt.,
m EE 1011+46.8 = / / - --
L 260+p4.25 // ,/ /�� SR 167 45+067.218 P.O.T. = qa-
N 01'45'00" E BK. = T�/ / '� ,,.-
i-- S 45+067.218 P.C.
U
o N O1"15'00" E AHD. © IR-XI
v
: '- / - /.
.7 +j �/ ' // 0 U
////� -i/%.., -//// 93=77 CD
M / i /
I- © / / / / //
G20-a //0 / ,ADO /zr ,, / '// d�� R
///-, % /////,/ ..1 //
CLEARANCE W12-2
W20-1 ••:-.--.._____. �/� ,/ // //
/ // ' /
n -i // / /
j�� - - 0
0 1 / I
0
(\
4 „ ,,,
, . ,,
• ..
OAF -x�0 y1 ' L�l ` C'P40y \\\� 0 10 20 30 40 50
'9x s T - - ►�" �� ` 4 SCALE IN METERS
as o, • - /♦ q
\ y
��y // ti' // N.\\ LEGEND
J• J' - • \\ GENERAL NOTES: O EDGE STRIPE 05 DOUBLE YELLOW CENTER LINE STRIPE
.0 %).N�v>J, ;/ \N • © 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO
y N\ ` W20-1 JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO O LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE
`��(6 .4 4
� +� EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. O3 GORE STRIPE O7 PAINT EXISTING CURB
CX) 2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS Oq DROP STRIPE
© PAVING LIMITS G20-a PROVIDED FOR IN THE SPECIAL PROVISIONS.
3. SEE SHEET MD2 FOR STRIPING DETAILS. ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
RE 0W STATE FED.AID PROD.NO. PRELIMINARY ENVIRONl,1E �qL A¢ D NGINEERING
DESIGNED BY K. HALL 1/3/00 10 WASH 5' `-• 'l SR 167
ENTERED BY P. DO 1/3/00 �� Washington State I-405 VIC. TO SR 900 COUPLET PS
CHECKED BY A. AMIRI 1/3/00 roe NllllER SUBJECT TO CHANGE s
PROD. ENGR. G. L. McKEE 1/3/00 DATE: I 1_ /�I CI WI Department of Transportation ACP OVERLAY SHEET
REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT NO.- I -1 OF
DATE DATE REVISION. BY PAVING PLAN
SHEETS
CURVE DATA
ROADr,,© P.I. ION DELTA RADIUS TANGENT LENGTH
ROAD WORK 60011101 T 2 3 N
I \ O
WORK �� SR 167 45+306.432 23'48'00" 291.087 61.342 120.914_
o AHEAD W20-1
G20-a c o 5 E O W . M . S 1+142.860 _ 48'44'00" 124.743.56.498 106.101
01200mm
i
OHO 1
x i
P� `'� 1i
C �•`�P��Q�i // / i , 0+.. PAVING LIMITS LEGEND
/
v��y� O I i �_ ( EDGE STRIPE OS DOUBLE YELLOW CENTER LINE STRIPE
4,
> .Sct h \ 1 1 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE
oa + _ � SR 167 45+123.716 GI =
w `+\`. _ 5 1+142.860 = O GORE STRIPE ( PAINT EXISTING CURB
% 0 � \ _f, /�/ L 247+68 P.I. = • O4 DROP STRIPE
P
,IQ �!/ ' ` 154+50.3 ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
0 1
cw `l. v
L \ \
CII
, , AgillkSL
\ \ \
I—
PAVING LIMITS ; \ 1 1 1 /k"- \\ RI il
\ \ ' l� \ \\ W12-401L
\ O
01L1 I i \ ��
0 W12X4 •
,--
0 1 i i \`X \O BEGIN 0 A as
I N © \\ N :, N. ' 0 © ar
` `N y
— ()END
END 000001.- rli' ' oQ \ � `'
� ` T r
\
k441t4Nx: - - '-., ...----- I --
1
I - /
N
10
0.1 0
0-19---•--r-40"0 0111 li 1'-
II 1
S 45+173.319 P.C. = 1 1 N N -k ` � _ � �`
S 1+199.358 AHD. 1 In \\� V. -- -- '�z�%�� N `
4 -- �R 1-67 - /�
XII
^'1 SR 167 45+219.911 P.C.
I I PAVING LIMITS 9�\ R-X (CLEARANCE ELFT X111.)
I I I
SPECIAL
1 I SR 167 45+226 TO JS�\ �'r1
SR 167 45+231 pp�\ ;�-ir00 SR 167 45+376.029 P.T. W12-301
I I \
I I I
REMOVE CEMENT CONC. F /d .
1 1. BARRIER CURB AND GUTTER SR 167 44+689.906
INSTALL CEMENT CONC. RAILROAD CENTERLINE
BARRIER CURB AND GUTTER
SR 167 45+306.432 P.I.
1200mm GENERAL NOTES:
WOAD
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO
600mm ROAD 1oRK D 4Q RWORK
OAD JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO
G20-a W20-1 AHEAD ....
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925.
2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS
0 10 20 30 40 50 PROVIDED FOR IN THE SPECIAL PROVISIONS.
SCALE IN METERS
3. SEE SHEET MD2 FOR STRIPING DETAILS.
REN STATE FED.AID PROJ.NO. RRELIMIIV1 NGINEERING
DESIGNED BY K. HALL 1/3/00 10 WASH SR 167 P6
ENTERED BY P. DO 1/3/00CHECKED BY A. AMIRI 1/3/00 _ SUBJECT T O CHANGE Washington State I-405 VIC. TO SR 900 COUPLET
PROD. ENGR. G. L. McKEE 1/3/00 ,m DATE: U �l NUMBER - g P
Department of Transportation ACP OVERLAY SHEET
REGIONAL ADM.J. OKAMOTO 1/3/00CONTRACT • • PAVING PLAN of
DATE DATE REVISION BY
SHEETS
r
1
0
To23No Ro5E0 W0M0
O
•
c
>
a
a
ti
w
-a
P
D
0
0
PAVING LIMITS
N
0
'° II I
© \I}
II
II 1 © O0
cn 01 v I❑ ❑ _ h © 0 ©END III y
0., + . •
co
.Q= �� ,..) „ .. -----1 ."--
.--.
/ �'11ILIIIIIIIII IIIIII1 x�
-- - / i rl
-
ai w —I .o. _ ' • 45+500 __ - -- - -- -- -- —+60Er -- -- -- -- -- / 700 -1-...' -- -- x- -- - tn
-- P a
w yr _ c -- - -- -- -- - -- _ —_———— -- -- -
M W _ 1 ___ _ __ - __ __ /
_• __ __ __ __ _-_ __ _ __ __ __ / / N 2
0 U �. -�� Z -- - -- -- - -- - -- j -- -- -- La cn
- .�,w
I. lJ r+, -- -- - -- --
- '. 1111111111111
X I! 111 IPIIllllll z'� 6m Ik ,,,„„„lllIIIIlII sT 1 ;� -- -- --
- -- N
0 —• 1 0 BEGIN © 1 N 1 0 0
I © 0 0 \ 0 11
1 , PAVING LIMITS I -a 1
1 1
1200mm
1200mm
iL
D
ROAD ROAD
SID
600mm ROADWORK © Q WORK 600mm ROAD WORK © CX WORK
AHEAD
020-a W20-1 G20-a W20-1
LEGEND
GENERAL NOTES:
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO
O1 EDGE STRIPE 5O DOUBLE YELLOW CENTER LINE STRIPE
JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31,- 1961, AND BLACK RIVER TO O2 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. O3 GORE STRIPE O7 PAINT EXISTING CURB
2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS
PROVIDED FOR IN THE SPECIAL PROVISIONS. 0 10 20 30 40 50 ® DROP STRIPE
3. SEE SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS
ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
REAP' STATE FED.AID PROJ.NO. r GINEERING
DESIGNED BY K. HALL 1/3/00 10 WASH PRELI�IINS E I-405 VIC. TSR O SR679 0 P7
ENTERED BY P. 00 1/3/00
SUBJECT TO CHANGEAIM Washington State 0 COUPLET
CHECKED BY A. AM00 1/3/00 am + . Department of Transportation
ACP OVERLAY SHEET
PROJ. ENGR. G. L. McKEE 1/3/00 DATE: I O r y CI P P
REGIONAL ADM.J. OKAMOTO 1/3/00 — ! ! aF
rn�eTMo. PAVING PLAN
DATE DATE REVISION BY
SHEETS
, , ,• . CURVE DATA
.P.I. STATION DELTA RADIUS TANGENT? LENGTH - __
SR 167 45+898.701 23'48'00" 291.087 61.342 914 '1
. o
To23No Ro5E0 W0M0 111111.— E7--)01...--
o W20-1 G20-a
4E30 4E30
•
SR 167 45+898.701 P.I. SR 167
c i � ! SR 167 45+892.483 P.O.C. = END PROJECT
�� I r � T 45+892.483 P.C.0
PAVING LIMITS ; ;;,i ;o; � ; SR 167 46+033 . 000
o MATCH CONC. PANELS � { I > tI 0 REMOVE EXISTING ISLAND M P 27 . 28
a 14 ; ;m,it Ail (/ ND C-CURB C X
II 1 I o
N-
,... r is ; I w SI SR 167 45+958.350 P.T. W20-1
© N SR 167 46+052.046 =
I tn= . 127+12.0 P.T. BK. = 122+33.4 P.T.
o �`P -. R-Xtibb-1
I I 125+40.8 AHD.
090
R3-501 4.7m 1, N 1 102m BEGIN TRAFFIC ISLAND TAPER 315m ROAD
r
Ir 0 END GORE STRIPE WORK
�7 I ' ' - I ` © END O A I AD
L0 IA
In F-,9 Ft_ 1Y t O i I s l ��rr� —���� r ' i si
R3-8 R3-801 I ' r- =s Pa, d c) -- - - -- Lam- ,` _'-
ti _ _ _ _�
�I 1 I � .;+ Jr 11.- -c.:,---'2"-- ' - N 2°10'00" E - SR- 1-67 - 4b+D00 - - - _!-- -- +lO1J
m 1FPI�����IIIIIIIII �- �—'• Ks K — —. �:. _� RAINIER AVE S.
m SR 167 45+837.436 P.C. / 1.11.
. 00%-� �2 ==.1 ., --
° 5 ,• , - -- -- -- --
A. florimmieramomilommirmiligmwrinalwaviumssimummus,.-ii pup, um r. -ay," io
0 .00000"
. ;1.-. „ -1... :.--- , -, 4.001` . Iry ye.....1, , /
in
o z�`�./'� 0 © SR 167 45+990 ry
/� - �' '�P �' j ' END DECELERATION ' I
I1 4110
�ti- ' -L. 0 �!� - TAPER S ' '
r
'•'� n//moi .t2, 4� �+ SR 167 45+880 BEGIN LANE STRIPE , �.I=. G20 2a
o �} ,-ara i - O STOP BAR
sQ r- " �� a: I ® BEGIN LANE STRIPE - ` �'I S
y ,� ,i--f I O PAVING LIMITS I 1n
Y��� - .`•\ BEGIN GORE STRIPE END 10 0' f • 600mm END
I © Z # ROAD Wm
syn $ �/� 0 ., A- BEGIN DOUBLE YELLOW CENTER LINE STRIPE I� NI 1,
y-� / 4. IN1 1200mm
>Jr I
I to I
4 10tol I PAVING LIMITS cc I I 1
0 0 .., -
ei
4iimo olio
W20-1 W20-1
4E10 4110
G20-2a G20-2a
LEGEND
GENERAL NOTES:
0 EDGE STRIPE OS DOUBLE YELLOW CENTER LINE STRIPE
1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH N0. 2-M TO
JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO 0 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. 03 GORE STRIPE 07 PAINT EXISTING CURB
2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS0 DROP STRIPE
PROVIDED FOR IN THE SPECIAL PROVISIONS. 0 1'0 20 30 40 50
3. SEE SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS
ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED.
'a0t0M STATE FED.AID PROD.N0. ENVIRONMENTAL AND ENGINEERING
N0.
DESIGNED BY K. HALL 1/3/00 10 WASH PRELIMINARY 1 1gRSR 167 P8
ENTERED BY P. DO 1/3/00 Washington State 1-405 VI C. TO SR 900 COUPLET
CHECKED BY A. AMIRI 1/3/00 JOE SUBJECT TO CHANGE Department of Transportation ACP OVERLAY
PROJ. ENGR. G. L. McKEE 1/3/00 SHEET
REGIONAL ADM.J. OKAMOTO 1/3/00 QONTh"R"0. DATE: I G(f LI 1 c G` PAVING PLAN of
DATE DATE REVISION BY SHEETS
s r• A CURVE DATA F 'A' M _
'� .I. STATION DELTA RADIUS 41.861TI LENGTH T O 2 3 N O R p 5 E 0 If O 1'I O
• � MN1 2+603.893 81-34-04 48.524 080
WNI 2+688.037 39-58-00 72.156 26.457 751
O WN1 2+803.337 52-57-55 91.161 45.417 _ _ _271
OCV
.-r
WNI 2+631.'11-2,P.T.
r
w P
N0- '
w WNI 2+66'1.580 P.C.
3 i ,%I,
(D W _(DI '
1
LO
X 11 �1RWNI 2+712.331 P.T.
O 0 ==x_?___x i� % WNI 2+729
1-U o4. '"- ----?�`�� \% BEGIN REMOVING CONC. BARRIER
cia `,a _ �� \ (SEE SPECIAL PROVISIONS)
N
- --------
N Y ; �,. `$` `\`
.\
y�' PAVING LIMITS `\\\\ \\ \\44 ••`\ \`0 WN1 2+757.921 P.C.
•t•-•6 \ \\ \\ \\ \\ \\ \� \.�
mZf.\' ``\ `\\ \ \\ \`\�l/ ` `` WN1 2+774
°' \% % 1 '� °\\ \\�� `\ END REMOVING CONC. BARRIER
I z \
p 600mm BM ROAD WORK © ' i 1 i \\ \ 1 WOAD
o 020-a I i i 1 \\\ \\\ 1 Q WORK
1200mm I . i i e `•‘.111,\"\:\,\,1:3 4. W20-1 AHEAD
/ 1 1 4. 1
al \F- \\ , f /g ;;\` WN1 2+842.191 P.C.
o �-/ 'I
/ r ;/ \\\ \\\ WN 1 2+870.793
/ ss
�1 Si " //
LEGEND ii
// I y I.,;.1�
( EDGE STRIPE O5 DOUBLE YELLOW CENTER LINE STRIPE 1/ i �'� .." II "11 *i j t' '-______
O2 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPEII
,--;;:t // II �� /_ / °------- '- --
- �,-''/ // -{} __'___-/ 7-_--_ _____________-_______-_- -_-__
O3 GORE STRIPE O7 PAINT EXISTING CURB 1' _________-
•
_______ _-_ 111 ---_ _-_----—
0 DROP STRIPE _
---------- ------...,_.-�..,_.:.y_----=�=mom ___—_—_ — ----
ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. __________- ___________ --
e PROPOSED GUIDE POST — — — __________+/-
/ -- ____-__-�R_4 ___--------------
--
e EXISTING GUIDE POST _ _______-yl-,-f------ _
----------
-----------------------------------
------------- --__-/---- - -------
-------------
— _______ —
______ __ ___ yj_ �, - _
GENERAL NOTES: --
;�� f- ----------
__ ,
_ __ ______ _,,,..;1— -_______________ :.
.'r'-
i. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO --------- r__�_` F� ,_;,�-
-___-- --_ �a/F.a �a ��y
JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO
EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925.
2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS
PROVIDED FOR IN THE SPECIAL PROVISIONS. 0 10 20 30 400
3. SEE SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS
_ o°M STATE FED.AI D PROJ.NO. 1 qq ENVIRONMENTAL AND ENGINEERING
DESIGNED BY K. HALL 1/3/00 • 10 WASH Pr._[:,•�t��ARVE rL, FS �, SR 167 P9
ENTERED BY P. DO 1/3/00 I-405 VIC. TO SR 900 COUPLET
SUBJECT TO CHANGE Washington State ACP OVERLAY
CHECKED BY A. L. M 1/3/00 J0°'"' Department of Transportation SHEET
PROD. ENGR. G. L. McKEE 1/3/00
REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT SO. DATE. 10 J H 19 CI
DATE DATE REVISION BY ' PAVING PLAN OE
SHEETS
8-7-1 8-7-3
CHAPTER 7
NOISE LEVEL REGULATIONS
SECTION: any motor vehicle, motorcycle, off-highway
vehicle, or internal combustion engine,
8-7-1: Motor Vehicle Noise Performance within a rural or residential district, so as to
Standards unreasonably disturb or interfere with the
8-7-2: Maximum Environmental Noise Levels peace, comfort and repose of owners or pos-
8-7-3: Public Disturbance, Noises sessors of real property.
8-7-4: Designation Of Zoned Areas
8-7-5: Penalties For Violation D. The use of a sound amplifier or other device
8-7-6: Content Not Governing Sound capable of producing, or reproducing ampli-
8-7-7: Severability fled sound upon public streets for the purpose
8-7-8: Variances And Appeal of commercial advertising, or sales, or for
charging the attention of the public to any
vehicle, structure or property of the contents
8-7=1: MOTOR VEHICLE NOISE therein, except as permitted by law, and
PERFORMANCE STANDARDS: except that vendors whose sole method of.
The City Council of the City hereby selling is from a moving vehicle shall be
adopts Washington Administrative Code Sections exempt from this subsection.
173-62-020,030, and 040.
E. The making of any loud and raucous sound
within one thousand feet (1,000') of any
8-7-2: MAXIMUM ENVIRONMENTAL school, hospital, sanitarium, nursing or con-
NOISE LEVELS: valescent center.
The City Council of the City hereby
adopts by reference Washington Administrative F. The creation by use of a musical instrument,
Code Sections 173-60-020, 040, 050, and 090. whistle, sound amplifier, record player, ste-
reo, or other device capable of producing or
reproducing sound of loud or raucous sounds
8-7-3: PUBLIC DISTURBANCE,NOISES: which emanate frequently, repetitively, or
It is unlawful for any person to cause or continuously from any building, structure or
for any person in possession of property to allow to property located within a rural or residential
originate from the property sound that is a public district, such as sounds originating from a
disturbance noise. The following sounds are band session, social gathering, stereo.
hereby defined to be public disturbance noises.
G. The amplified or unamplified human voice
A. Frequent, repetitive or continuous noises which unreasonably interferes with the
made by any animal which unreasonably dis- peace, comfort and repose of property owners
turbs or interferes with the peace, comfort or or possessors. (Ord. 3478, 11-3-80)
repose of property owners or possessors,
except that such sounds made in animal shel- H. Any sound from a motor vehicle audio system
ters, commercial kennels, veterinary hospi- or portable audio equipment such as a radio,
tals, pet shops, or pet kennels licensed as tape player or compact disc player which is
such, shall be exempt from this subsection. operated at such a volume that it interferes
with conversation or which causes vibrations
B. The frequent, repetitive or continuous sound- to be felt from a distance of seventy five feet
ing of any horn or siren attached to a motor (75') or more from the source of the sound.
vehicle, except as a warning of danger, or as (Ord. 4301, 12-17-90)
specifically permitted or required by law.
C. The creation of frequent, repetitive or contin-
uous sounds in connection with the starting,
operation, repair, rebuilding, or testing of
397
City of Renton
8-7-4 8-7-8
8-7-4: DESIGNATION OF ZONED AREAS:1 such portion to other persons or use shall not be
The EDNA (environmental designation affected. (Ord. 4301, 12-17-90)
for noise abatement) is hereby established as fol-
lows:
8-7-8: VARIANCES AND APPEAL:
A. Residential zones which shall include R-1, R-
2, R-3, R-4, G, T, SR-1, SR-2, S-1 are classi- A. Jurisdiction:The Board of Public Works shall
fled as Class A EDNA. hear and decide requests for variances from
the requirements of this Chapter.
B. Commercial zones which are defined as B-1,
M-P,P-1, are classified as Class B EDNA. B. Application: Parties seeking a variance from
this Chapter,or a duly authorized representa-
C. Industrial Zones. L-1 and H-1 zones are de- tive of the parties seeking the variance, shall
fined as Class C EDNA. (Ord. 3478, 11-3-80) file an application for the variance, which
application shall set forth fully the grounds
therefor and the facts the applicant deems
8-7-5: PENALTIES FOR VIOLATION: material to justify the granting of such a vari- .
Except as otherwise provided, any per- ance.
son violating any portion of this Chapter shall be
guilty of a misdemeanor and may be punished by C. Public Notice And Hearing:The hearing for a
imprisonment for not more than six (6) months in noise variance shall be a public hearing, the
jail,by a fine of not more than five hundred dollars date of which shall be not more than forty five
($500.00), or by both such fine and imprisonment. (45) days from the date of filing and accep-
Any person violating Section 8-7-3H of this Chap- tance of the application for the variance.
ter shall be guilty of a civil violation and may be Notice of the time and place of public hearing
punished by a fine of not more than seventy five shall be given and at least one publication in
dollars ($75.00). Each day that a violation contin- the City's legal newspaper,which publication
ues shall be considered a separate offense. The shall be not less than ten(10)days prior to the
penalties set forth herein shall not be deemed date of said public hearing. In addition,three
exclusive, the City may obtain an injunction (3)written notices of such public hearing shall
against such violation from the Superior Court of be posted at least ten (10) days prior to such
King County. Any ordinance of the City inconsis- hearing within,on or about the location which
tent with any portions of this Chapter is repealed will generate such noise. Additionally, writ-
except that any ordinance defining noise as a nui- ten notice of the hearing shall be given to any
sance shall remain in full force and effect. resident or property owner that will experi-
ence an increase in noise, or potentially have
an increase in noise, such that this variance
8-7-6: CONTENT NOT GOVERNING will increase the quantity of noise received by
SOUND: that property owner or resident. The burden
The content of the sound will not be con- of providing this written notice shall be upon
sidered in determining a violation of this Chapter. the applicant. The Board of Public Works
shall not consider any variance for which
written notices have not been given, or grant
8-7-7: SEVERABILITY: any variance that would cause an increase in
These regulations are declared to be sev- noise levels beyond that permitted in this
erable. If any section, subsection, paragraph, Chapter unless the affected property owner or
clause or other portion is,for any reason,held to be resident has been notified.
invalid or unconstitutional by any court of compe-
tent jurisdiction, such invalidity or unconstitution- D. Factors For Granting Variance: The Board of
ality shall not affect the validity or constitutional- Public Works, in passing upon an application
ity of the remaining portions. If any section, for a variance, shall consider all technical
subsection, paragraph, clause or any portion is evaluations, all relevant factors and stan-
adjudged invalid or unconstitutional, or is applied dards specified in other sections of this Chap-
to a particular person or use, the application of ter, and in addition thereto shall consider the
following, none of which is mandatory for the
granting of the variance:
1. See Title IV, Chapter 31 of this Code for Zoning 1. That the applicant will suffer an undue
Regulations. hardship and the variance is necessary be-
397
City of Renton
8-7-8 8-7-8
D1) cause of special circumstances applicable to F) Public Works unless the City Council finds
the applicant's property or project, and that that there are material errors in the findings
the strict application of this Chapter will or conclusions, or that the decision is not
deprive the subject property owner or appli- supportable by the findings and conclusions. If
cant of rights and privileges enjoyed by the City Council finds such errors it shall
others. reduce its decision to writing specifying the
findings and conclusions that are in error or
2. That the granting of the variance will not stating that the decision is not supportable by
be materially detrimental to the public health, the findings and conclusions. The procedure to
welfare or safety, or unduly injurious to the be utilized by the City Council in hearing this
property or improvements in the vicinity of appeal shall be as established by the City
the location for which this variance is sought. Council and should be substantially similar to
the procedure used by the City Council in
3. That the variance sought is the minimum hearing and determining appeals from
variance which will accomplish the desired decisions of the Hearing Examiner which are
purpose. appealed to the City Council. Any party
remaining aggrieved by the decision of the
4. That the variance contains such conditions City Council may further appeal by obtaining
deemed to be necessary to limit the impact of a writ of certiorari from the King County
the variance on the residence or property Superior Court within twenty (20) calendar
owners impacted by the variance. days from the date of the City Council's
decision. (Ord. 4330, 10-28-91)
5. The importance of the services provided by
the facility creating the noise and the other
impacts caused to the public safety, health
and welfare balanced against the harm to be
suffered by residents or property owners
receiving the increased noise permitted under
this variance.
6. The availability of practicable alternative
locations or methods for the proposed use
which will generate the noise.
7. The extent by which the prescribed noise
limitations will be exceeded by the variance
and the extent and duration of the variance.
E. Findings and Conclusions of Board of Public
Works: The Board of Public Works shall re-
duce its decision to written findings, conclu-
sions and a decision. The written findings,
conclusions and decision shall include a
section noting the right of appeal from the
decision to the City Council.
F. Appeals: Any party participating in the public
hearing feeling aggrieved by the decision of
the Board of Public Works may appeal the
decision of the Board of Public Works to the
City Council within fourteen (14) days of the
decision. The appeal document shall note the
errors in findings or conclusions which the
appellant believes are material to the appeal.
The City Council shall consider the appeal
and shall affirm the decision of the Board of
1191
March 29, 2000
CERTIFICATE OF MAILING
STATE OF WASHINGTON
) ss.
COUNTY OF KING
MARILYN J. PETERSEN, City Clerk/Cable Manager for the City of Renton,
being first duly sworn on oath, deposes and says that she is a citizen of the
United States and a resident of the State of Washington, over the age of 21 and
not a party to nor interested in this matter.
That on the 29th day of March, 2000, at the hour of 5:00 p.m your affiant duly
mailed and placed in the United States Post Office at Renton, King County,
Washington, by first class mail to all parties of record, notice of appeal of
decision by Board of Public Works on WSDOT request for noise variance. (File
No. BPW-00-001).
Marilyn Jr•e e sen, City Clerk/Cable Manager
SUBSCI&E D,AND SWORN TO BEFORE me this 30th day of March, 2000.
e'
reri Frit�voi
Notary Public its and for the tate o
Washington, residing in
CITY CLERK DIVISION
Send Copies To:
Date:
CITY ATTORNEY
I(r CITY COUNCIL
COMMUNITY SERVICES/PARKS
EDNSP/ECONOMIC DEVELOP.
FINANCE/INFO SERVICES
FIRE DEPT/FIRE PREVENTION
HEARING EXAMINER
HUMAN RESOURCES/RISK MGMT
HUMAN SERVICES
LIBRARIES
MAYOR/EXECUTIVE
MUNICIPAL COURT
PLANNING COMMISSION
POLICE
CODIFIER
NEWSPAPER
PARTIES OF RECORD
Planning/Building/Public Works:
r
1 ADMINISTRATION `1 4"
AIRPORT
I DEVELOPMENT SERVICES '3arnA Ft-4'44/1
TRANSPORTATION SERVICES
UTILITIES&TECH SERVICES
I I-CV
U - ,
Bob Alter Bill Weise .
President, CEO General Manager John Taylor
Sunstone Hotel Properties Holiday Inn Select 2413 Talbot Crest Dr S
903 Calle Amanecer 1 South Grady Way Renton,WA 98055
San Clemente, CA 92673 Renton,WA 98055
Karla Saunders Chris Saunders Christy Henderson
2337 Talbot Crest Dr.S. 2337 Talbot Crest Dr.S. 2325 Talbot Crest Dr. S.
Renton,WA 98055 Renton,WA 98055 Renton,WA 98055
Isaiah D.Williams Kim Robinson Minnie Williams
Veleciu M.Williams 2402 Talbot Crest Dr.S. 2503 Talbot Crest Dr. S.
2332 Talbot Crest Dr.S. Renton,WA 98055 Renton,WA 98055
Renton,WA 98055
Patricia Everson Marilyn Cummings Resident
2510 Talbot Crest Dr. S. Raymond Cummings 2503 Talbot Crest Dr. S.
Renton,WA 98055 2509 Talbot Crest Dr.S. Renton,WA 98055
Renton,WA 98055
Rosemary L. Ness Resident David Jackson
2521 Talbot Crest Dr. S. 2527 Talbot Crest Dr.S. Diane Jackson
Renton,WA 98055 Renton,WA 98055 2419 Talbot Crest Dr. S.
Renton,Wa 98055
Marcie Maxwell John G#ee et C retry Janelle Hitch, Program Mgr.
300 Rainier Ave. N. WSDOT ,, WSDOT NW Region
Renton,WA 98055 21851 84th Ave. S. PO Box 330310
Seattle,WA 98178 Seattle,WA 98133
Ali R.Amiri Kevin Hall Lynn Acuna
6431 Corson Ave.S. 6431 Corson Ave. S. 2515 Talbot Crest Dr. S.
Seattle,WA 98108 Seattle,WA 98108 Renton,WA 98055
Jan Hickling Marcia Smith Tim Salley
1919 Talbot Rd. S. 2607 Shattuck Ct. S. Larkspur Landing
Renton,WA 98055 Renton,WA 98055 1701 E.Valley Rd.
Renton,WA 98055
Ronald Mattson
IR19 Poi
Attorney at Law
321 Burnett Ave. S., Ste.401
Renton,WA 98055 Nt'"
dr 1
Bob Alter Bill Weise
President, CEO 7- General Manager John Taylor
Sunstone Hotel Properties Holiday Inn Select / 2413 Talbot Crest Dr S //
903 Calle Amanecer 1 South Grady Way V Renton,WA 98055 ✓,/
San Clemente, CA 92673 Renton,WA 98055
Karla Saunders Chris Saunders Christy Henderson
2337 Talbot Crest Dr. S/. 2337 Talbot Crest Dr. S. ✓ 2325 Talbot Crest Dr. S. V
Renton,WA 98055 V/ Renton,WA 98055 Renton,WA 98055
Isaiah D.Williams Kim Robinson / Minnie Williams
Veleciu M.Williams 2402 Talbot Crest Dr. S. V 2503 Talbot Crest Dr.S.
2332-Talbot Crest Dr. S. Renton,WA 98055 Renton,WA 98055
Renton,WA 98055
Marilyn Cummings
Patricia Everson Resident /
2510 Talbot Crest Dr. S. Z Raymond Cummings / 2503 Talbot Crest Dr.S. V
Renton,WA 98055 2509 Talbot Crest Dr. S. �/ Renton,WA 98055
Renton,WA 98055
Rosemary L. Ness Resident David Jackson
2521 Talbot Crest Dr. S. V 2527 Talbot Crest Dr. S. Diane Jackson- 17/
Renton,WA 98055 Renton,WA 98055 �✓ 2419 Talbot Crest Dr. S. �
Renton,Wa 98055
Marcie Maxwell John Cheeny Janelle Hitch, Program Mgr. 1/
300 Rainier N.
V WSDOT WSDOT NW Region t
Renton,WA 98055 Ave.e. N.
21851 84th Ave. S. PO Box 330310
Seattle,WA 98178 Seattle,WA 98133
Ali R.Amiri / Kevin Hall ✓ Lynn Acuna
6431 Corson Ave. S. V 6431 Corson Ave. S. 2515 Talbot Crest Dr.S.
Seattle,WA 98108 Seattle,WA 98108 Renton,WA 98055
17
Jan Hickling Marcia Smith Tim Salley 1919 Talbot Rd.S. /// Larkspur Landing
2607 Shattuck Ct.S. V 1701 E.Valley Rd.
Renton,WA 98055 Renton,WA 98055 Renton,WA 98055
•Ronald Mattson
Attorney at Law
321 Burnett Ave. S., Ste.401
Renton,WA 98055
PLEASE PRINT
3/2/00
W.S.D.O.T. - Roadway Resurfacing
on SR-167, I-405 -:.SR=.900 Couplet. VISITOR LIST
ADDRESS NAME NAME OF PROJECT
A/4Z_
9�as3-
-?c,� A l - 0 ma Q_Ci..eJ f in k . No-)Se. J� -.-7-c-(,-6- ( QS(Aq
��-r� �� ]�
� G19'4'5-6-
8os DLL. VVI l j-Q � gf2- 16-1=14°s AlotiCV
k2.("e S( g4 AI,..Q. S -J 0 L,t ./(1e e:5�` yam®1
� sR1�7
97/3a WSl�c/r^—.`/ 7
`�' i5- 70.0 0Y7v� 6-S. S55'5117-Z4— PPOGe / rr-o� li J�R /G AL 1 .
fe/ev
69 3 r &�.scry7 /b7 s . 50#771 e_ fi`i ,C. nm rr, .7� A' )4-7 A/• V
woe
• 6;1131 CO Yso h Ave, S_ Se-c41-1-1-c_ k ev i 1. I-61,1 I /. 6)216'7 Z- 405 Vic
•.. �p133 WSJ v ji
. Is 7.„ D�-f-� 4-7,, . S. S'ec°'� '� �1 r.��v� R.e ve� •/ Y--l? /6, 7 0 VA 2.
"-------0/s- Tao DAYTO A✓E S g EA-rTGE JAME-c.e-t- 11i rc L1 sit /4-7 N. VAo2
Q
• ��is7F-60.07.-Ce, (5 , �bs LYNN rc0-uiv,- / ,/ S/2 / 7
9p8s5
• _ Afar • ,*� ` s f , fil- lik ! i _ _. ' -40?_ ....
(o aevs,
rpo Sr
/ 9/9�1S?6 .-e 1 d. .e. lez,n,i-ile-le.h/ria %V ,POR-4,772 ,- v
r.
f�
1 q 5; f
. s
.' . .
�f(0_- /,ted
fvati/J /- '' 662-660/-k, .
k &± .'
nteLJ
' vGM/bpwrjw
--- --------------------- ---------------- ---- ----- --- - -
I.
4Ik )":411eal i-W- 7b‘ ??? 1(41/ •
—vig or r
a - -— — ')17-791
1 iQ ".3vS
' s 1 , ' I"7 7 2 1 1 A 'S /a L/ ;
(1174471')17
380,86 J?7
I- - ��� S '' .
- 6 .17 79-7Yr ‘ /6 z.)/
•r°777-?('-"7/ c 17 0 A-7,. 4 " "7'-q_4v. • 5 --ne..4
Ae. 'le--i-6 / : . '79.,' 1
-- °- 1 ?1" - 55®.86 ✓>r7).--- -er '�
---- ,
f
rlePrilL 33o {:=4
- • - Lege
•
PLEASE PRINT
3/2/00
W.S.D.O.T. - Roadway Resurfacing
on SR-167, I-405 =:.SR=900 Couplet. VISITOR LIST/Ptvi rve.e..4±
ADDRESS • NAME NAME OF PROJECT
"ass�
C � - �v� JY�aQ_G E, nri- , 4,(( 2QS���
� /
G � 990SS b(LL 1/0 ( - ✓ s - 16`?= 4`os
7117$ r
F2 • 2'1S--( ��t4-- _1
:Qv Q S 4�� ✓q, (ry ,2 t `� EK 167
i 700 ,�ifYTD�✓�✓t�S. � i - PirIL /_r— V /Z /6.7 AL 1/47e
98/0 ✓
643 I 6seyv? A/K, S . S gAnt4 `i /C. �m 5-ic )/a 7 Nypbe
• V
6-431 Co►rso h Ave, 5_ S 1 ii k ev,l/. H- t l ,„,,V 6 YZ 16 7 Z- 405 V,'c_
rS o A -/,, - s, S'ec 'x'33 �iZ. I G 7
iv • vA2
.33
/3- 7d DielYTDN AVE S EArTGL JAJUEz..c.t Tc5-)2 • /67 N. 1/A�
pybss _
,7S/S7 -`.. Gre,`- � 5 • y�/N >��-u�r/� 512 / 7
9poss
9�o sS '��� CO
/ 9/9 iat_6-0-6. 1Pd. e. lez-n?Halzhi -g&elov ,A2 Wow. 7J
e I
f62-1.64/ctite__
foau-24j /- -
1.4fr.ii6h)d )6t-t
• ni-e-LJ
• vlist/bpwrw
- W
Ronald C. Mattson, Attorney at Law RECEIVED
Evening&Weekend Appointments Available MAR 2 2 2000
(425)255-5657 CITY OF RENTON
FAX(425)2354869 14011,r1 � '�—dam' PUBLIC WORKS ADMIN.
Toll Free 888-655-5657
Cell:206-992-1705
email:rcmattson@worldnet.att.nei
i
� / /• /
VA/Lt_AtAA W")
0-)
•
rc
•
•
•
•
•
/
•
19-8162/3250
STATE OF WASHINGTON 1018
DEPARTMENT OF TRANSPORTATION 5
15700 DAYTON AVE N. M �� ' a©
SEATTLE, WA. 98133-9710
PAY ^ »
THE
ORDER OF /G Z.4 y �O.v" ` —`' $ `
O
5CAnkINs 4-1 ,�� e7. 1 t DOLLARS LIE€m "
,�eTRANSPORTATION
'
4 NORTH'WJEST 6362 6th Ave.S. (206)762-8154
CREDIT•UNION Seattle,WA 98108 1-800-544-4014
Memo f• Sv' V(Wei "P
ii'00•L0 LBii' 1: 3 2 508 LEI 2 31: 5 1 L 500 7 3E1 ? 511'
-- :-- ., ,,,,,,,,;,;;,,,, .,,,...:,,:: un .ca:...,•,:,, .,..ttnnavn�run.,.__.,�,�7C'131�F•,.r�„ rw�I>syA
•
i
•
•
•
•
•
•
i
NOTES RECEIPT DATE ...qM''o° NO. 4448
cc RECEIVED FROM 11 Y 0,9 - ,e),7/2/ffiz---a-frcefefrav
LLJ
U ADDRESS /6100 17' _
� LA-tilt— , ��k/33 97/v g ?� ��
U tY]
--->a w o v o FOR 1/4, f' P' / ( l21..AzL#'
-
ea co
0 CD
H .c-3
V e ACCOUNT HOW PAID
O cg j AMT.OF CASH
w C O ' ACCOUNT
UO( n O AMT. CHECK
PAID /�� /�//j�f
ILL BALANCE MONEY '. '(//14(1.1 \.� /1.[�' - f�G�Y�
© CC CC DUE ORDER BV
©1998 REDI_F'ORMOO 8L802
Janelle C. Hitch, P.E.
Air Quality Engineer
Washington State Department of Transportation
., Northwest Region
15700 Dayton Avenue North,NB82-138
PO Box 330310
Seattle,WA 98133-9710
206-440-4541/Fax 206-440-4805
0 hitchj@wsdot.wa.gov
owe
Janelle C. Hitch, P.E.
Air Quality Engineer
411M\
Washington State Department of Transportation
,• Northwest Region
15700 Dayton Avenue North,NB82-138
PO Box 330310
Seattle,WA 98133-9710
206-440-4541/Fax 206-440-4805
0 hitch]@wsdot.wa.gov
ore
•
- c
•
NOTES
RECEIPT DATE ?a-110 NO. 4447
RECEIVED FROM CIII \A,/ptce.. t9-- 441(dav Tivto lec
ADDRESS
76' .0 0 . .
FOR Alpta-q gbt at N.NoiSe- Varianc& ttaitt
ACCOUNT • •HOW PAID.
•
ACCOUNTAC
F
CASH
. •
PAID CHECK /6 00
BALANCE MONEY BV711 "II' 414r -
DUE ORDER •
•
©1998 BEDIFORM®8L802
•
•