HomeMy WebLinkAboutHIGHLAND MEADOWS FILING 1 GENERAL LEGAL.pdf! t,.. ,r
Rocordod rt-.-
-..--...orclocL-..-....--.M..
RECOR,DER'8
Trnq Druo, Mrdc rf,ir d.y ol
bctrcra Vail Ci ty Corporation,
March
r corporrtioo duly o4eoi:cd r.ad gi.tiog usdcr rod bt virl,lrc of tha lawr
of rbc Sbtc of COIofadO, of ttrc firrt prrl nad lligh Country Corporation,
r corporetioo duly orpahcd gnd sirting undcr rnd by virtrc o[ the tewr
ol thc rutc of Colorado, of thc rccond part;
WITTiESSBTI{, That tbe aaid perty ol thc fint prrt tor rnd ln considcntioa of tbs rus ol Nine ltundred Thousand and no/IOO ($900,000.00) _____DOLLARS
to t-hc rald prrtJr ol tlt firet parl h hand peid by rlle laid partt of tle rccond part, th! mccipt whercol 6 hcreby
confcs:td and acknor'lcdgcd, helh gr:ntcd, bargainrd. sold lnd conveycd, erd bt thrlc arclcnt! docr grent bergein.rell, tonvcy and confirm, uoto lhc reid party oI thc rccond per! itr rucccuorr end ruignr forcvcr. elt thc tottowing dtrribcrl or garccl g o[ land, lirullc. lybg rnd bcin3 in iftt Cosnty ol Eagle :!d Strtc ol Colondo, terit:
Pr-lit aL STATE OF COLORADO.
Vail Vi11a9e West, Filing No. 3,and that parcel of land described on the document attached hereLo as Exhibit A,
RTCEIYFD
tulAR 2 3 g78
'""*!*ry1g"*
TooETHER. wirh all and' ringular thc hsediamcorr and apgrrtcn{rccr thcrcurto belonging, or h rayvirc epptrrr'ioin3, and thc rcvcrlion ud rcvcrriorrr. rcuaindcr urd rrmaindcru, rcnts, isrurr and prolitr tlcreot; ud rtl lhc ctt'tg right, titlc. intercst' chia snd dcEund *hatrocvcr of the reid per! of the fint Drrl. chhc, h bv or egnity, of io and to tlrc elovc bargeincd prcmists, vitb tic bcredit.urcnts .'d rpptrrtcnrncGr To HAVE AND To HoLD thc said prcmiran ebovc bergeincd and dcacribd sirh 15c rppurlcDancc, Ento lbc add perty of tlc rccoad prrt, itr ruccellort and auig.nr forcvcr. A-ud thc eeid
Drrtt of thc firrt part fdr itscll' itr ruccessorr and arrignr, dotb covcDen! gEn( bargai! end egrec to r,,d witb thc aeid gerty ol tht stcond par! ilr rutccrsorr end a.rrig'nr, that rt thc timc of thc carcaling and dctivcry ol lLccc arcr-cnt'r it ir ecll rcizcd of tlc plcaiser ebovc convrycd. es of god. rurc, pcrfcc! nbBolutc uit ildcfcariblc crtrto ol inhcritaatc. in law. in fce rimptt' lnd hath good rigbt futt gortr end lrwlnl ruthority to gr-art, b:r3ai1 ecll and conrcy tbe seEc in manncr ard form dorerid, and tJrel tbr o:ue erc frcc gnd clca,r froar sll former rnd orf,cr grrntr, l'e'rgainr' ralcl lienr' le'r.!, aiscltE.rrtr end incrsrbrancer of rvhs,lercr kind or nghrc eocvcr:
:l:.ll eenerar propertv raxes for 1978 payabre in rgz97lnddn"ti3Jo.t"*ror easements, rcstrictiorrs and reservali;ns of iecord;
atd $e 8bore bargzined grrctrircr ia rle qtiet aud paacceblc ;rcc*rrioo of r}e raid pa:-t, of tlc reond, Dsr! Is,qc-cclorc and lrrignr :5':iorl ell and cvcr;r p.rson or pcrroor larfully claining or to ctaim tha shotc o,r rn, Fn tlcrcol, rbe '"id garr-w of r.be fi.t parr obr end will E'ARRANT AND FOREVER DEFEND.
74
I lN'wITl;ESg WHER-EOP, Thc eaid party of tlc first parr hsth crnrcd ltr oorDoratc Br.lrG to bc bercrnlo eub- |rcribtd by itr p*rid.nt rnd its corporrlc rat to ba b'rEato rt.rrcd, atlcatcd by rb I !t.rrtrrt, r-hc Cey aad y err lira! al,ovt qrittca.
A tlctt:
___vll L _ c.]J.l:_ coj..t,9F-drION______
J "'''
Thc lorcgoinj ia6trlrDcnt rer rcl'ovlcd8ed bclore mc thir .by d.ey ol
It
tt
Prcridcat a.od
Slcrcbrt ot
r corporetim"
Xy notariel comgrirrion crplrcl
Witaclr my hrnd gnd olficiel rcel,
Not^rr PErlL.
lio' ?57' n e nna srr DEED---4're-.:Lr r. c.rD-r.tl- -B'.dt,''d 'uur.ht!, ca- ra?r-.6 sr,o! gt,,d. D.nrrr, coto.do J.?o
-.. :.._ j
Dtr <17 ,>t tg, , ) .- .
/fs.at,r7 4 P., i(-. t
EXHIBIT A
Part. of the Southwest one-quarter Section 12. Township 5 Southr Ranqe 8.1. vtest 6th principal meridian, Eaqle County,colorado, more partl,cularlv descrLbed as folrows, to wtti.-
Beclnning at the Southeast cornet of the southwest one-quarter of tbs southwest one-quarter of Eald section 12. which is also the soutbeast corner of vair virrage westl Ftrlng f3r as recorded on January ll' 1974, in Book 232 aE page 900 of the iagte county-Clerk and Recorderg record, thenee along the east ltne.-of the southwest one-quarter of the south,.reet one-guarter of sald sectLon 12' along the east boundry.rine of said vati vtrrage r{est fillng 83, north 01 degrees, 04 minutesl 36 seconds east. 646.45 feet f.o ths southeast corner of vai.r village weat, fJ.ring 111 thence contlnulng along the east line of the southwest 6ne-guarter 66 the eouthnest one-guarter of said sectlon 12 and along the eaet boundry llne of Vall vtll1?9 !9s!, rillng 11, norrh 0I degrees, 04 mJ,nutes,36 seeonds east' 409.94 feet mor6 or lese to a point on:-the eouit.rty boundry flne of ltaterhorn village, f tling f l, t'hence departl.nq sald east llne of the southwest one-guarter oi the eouthu€st'o".:gi"rt"r and departlng aaid east bouridry-Ilne of.Valt Village west ftftng-if,and forLowlng the aoutherry boundry llne of u"i.it6rn vrira;;-iiri.g ll south 8l degreee, 31 minutes, r1 seconds eaBt, 447.r7 feit, [t""departlng eaid eoutherly boundry line of Haterhorn vlrlage eouth 05 degrees, 57 minutes, 3 seconds eaet, g75.50 feet, thence eouth 130 feet hore or lees to a polnt on the south llne of the southwest one-quarLer of sald sectlon 12, thence along eaid south line of the southwest one-quarter north 88 degrees, 5{ minutea, 39 seconds westj s53.0 feet to the polnt of beginning. said psrt of ecuthweet one-quartet of eection 12 contarns 515,291.6 Eguare flet, or lr.g524 acres r'ore or lese.
I
EXI-iIBIT I'A'I
Comrnencing at .a point that is the point of
intersection of the South Section line of
Section 11, Township 5 South, Range 81 l.Iest
of the 6th P.M. and the northwesterly right
of way l-ine of that particular right of r'ray
easement granEed l.Iestern Slope Gas Company by
Pauline Elliott by instrument recorded Nowember
3, 1966 in Book 200 at Page 399, Eagle County
records; thence N. 48' \l ., 237.5 feet to a
point; ihence N. 28o l{., 45 feet more or l-ess
to the c€nter of Gore Creek; thence north-
wesLerly follorving the center of Gore Greek to
a point that is N. 18o 2l-r 45rt W,, 90.67 feeE,
and N. 36" 27r 15r' W. L35.90 feet, and N. 59"
08t 30" \^I., L45.70 feet, and N. 26" 32r 30rr
W., 70 feet from the Northeast corner of
Section 14, Township 5 South, Range 8L lfest;
thence S. 26" 32t 30rr E., 7O feet; thence S.
59" 08t 30" E., L45.70 feet along the existing
fence line; thence S. 43" 45t zL't E., 50 feet
more or less to a point on the Northrvesterly
line of the right of r.ray easement granted.
l,Iestern Slope Gas Company hereinabove referred,
to; thence S. 52" zl.t E. along the Northr.resterl-y
line of r.raid l{estern Slope Gas Company 287.5O
feet more or less to the South Section l-ine of
said Section lL and the point of beginning of the tract herein describe{. County of Eagl-e,
State of Colorado.
-AGLH rEOE"'F€T
Ileoa rtnent of Planninn 6
Dox 179
EAGLE, COLORADO S1631
,n
I
[]eve I e;,':en t
Hay 5, 1978
Hlgh Country Development
1850 Lincoln Street
Denver, Colorado 80203
Re: Fl le tlo. 9p--s7-73 Prel iminary plan ' llighland Heador.rs Subdivision
Lt their public hearino on Ir l{ay 1978, the goard of County
Connissioners conditionallv aprr rcved the rrrel iminarv subCivision plan and master olan ror zonino nurnoses r.rith the condition that
Alpine Drlve be oaved to County stanCards from the nresent end of the pavement to the intersection of Verncnt P.oad and to pave
Verrnont Road to the subdivision Soundary. Also, ninor chen.Jes in the covenants soecifvino that future'coven"ni chenoes shall
be subrrritted to the Countv for aonroval and a correction to the
nunbered duolex lots. A subdlvision agreement nust be sub.mltted _,2 concurrently r.rith a final olat. - --
lf you have any ouestions, please contact this office.
Terrl I I Kniqht
P I anner
Roarrl of County Cor':-ll ss ioners
Ti rn Ga rion
Leroy Tobler
!-
f .,
t
BOARD OF COUNTY coMM rSsr oN E RS
328-6809
ADMINISTRATION
32A-6674
ANIMAL SHELTER 9494292
ASsEsso R
328-6593
BUILDING
I NSPECTI ON
328-6339
CLERK &
RECORDER
Eaole 328-63 77 Bzialt 927 -3244
COUNTY
ATTORNEY
328-5674
ENG I NEE R
328-6337
ENVIRONMENTAL
HEALTH
32A-771a
EXTENSION
AGENT
328-6370
LIBRARY
328.7787
PUBLIC HEALTH
Eaale 328-6594 Vail 476-5844
PLANNING
328-6338
ROAD & BRIDGE
328.6591
SHERIFF
Eaqle 328-661I Baialt 927 -3244
Gilman 82 7-5751
50ctAL
sE RVr C ES
328-6328
T REAsU RE R
328-5376
I
I
E
E t
{".llf-
-...------ _ _ jF<,
-t=
EAGLE €@U$STY
DeDartr,ent of Pl ann i ng
Box 179
EAGLE, COLORADO 81631
88fifi'?'8,'o'GHg'"
328-6809
ADMINISTRATION 324-6674
ANIMAL SHELTER 9494292
455ES50R
328-6593
BUILDING
INSPECTION
328-5339
CLERK &
R ECO RDE R Eaqle 328-5377
Ba;alt 927-3244
COUNTY
ATTORNEY
328-6674
ENG I NEE R
325-6337
ENVIRONMENTAL
HEALTH
328-771A
EXTENSION
AG ENT
328-6370
LI B RARY
328-7747
PUBLIC HEALTH
Eaqle 328-5594 Vail 476-5844
PLAN N I NG
328-5338
ROAD & BRIDGE
328-6591
SHERIFF Eaqle 328661 I
Ba ialt 927-3244 Gilman 827-575t
soc I AL
SERVtCES
328-6328
TRE ASU RE R
328-6376
t-
6 Deve I opnent
To:
From:
Sus an
sv/j k
t{arch 20, 1978
Johnson e Kunkel Land SurveYing
Eagle County Department of Planning
and Development
Please revlew the enclosed legal descrlption to
determlne whether or not lt overlaps the property
Inc'l uded ln the Hlghland l{eadqls (formerly Val I
t'Ies t Ri dge) prel lmlnary plan. lnitlal revlew
susgests"a' problem in ifrl legat descrlptlon enclosed'
j*/a / o.i - i/^ql t/Ql
Vauqhn /
7
2,
GOR,E 'fRADING COMFANY
Bclsy Co sgrif f . President
P.O. Box 9 13
Lcodville, Colorodo 80{61
(303) 486-2688
March 10, L978
RFCET\./rD
l'1AR 15 i97B
'-; -. l. -i,':,
Ccs:ii, C-:lo.E8g:e Mr. Terrel Knight
Eag1e County Planning and
Zoning Coimrission
Courthouse Annex
Eag1e, Colorado 81631
Re: Highland Subdivision (formerly lJest Vail Ridge)
Dear Mr. Knight:
Tlris is to advise you that Gore Trading Conpany owns the
property described on Exhibit A rvhich is enclosed with this tetter.It is our understanding that a plaE has been presented to your
departnent for you revies covering property bounding Gore Trading
Cornpanyts tract on the south and rvest.
Gore Trading Cornpanyrs tract is not and is not to be included in this subdivision. This is to advise you that Gore Trading Company
has no objection to the present plat as proposed to yourcommittee
as long as our tract is properly excepted therefrom. It is also
our understanding that reasonable ingress and egress from Verrnont
Road rvill be extended co the boundary line of our property.
If you have any questsions, p1-ease direct them to the undersigned.
Yours very truly,
GORE ING
Betsy Cosgr
/ech
cc:High Country
COMPANY
Com;rcncin1 ax a point that is the point of
' intcrsection of the South Section l-ine of
Secl-ion 11, Torvnship 5 South, Range 81 i{est
of the 6th P.u. and the norEhrvesterly righc
of rvay l-ine of that particular right of rvay
easement granted I'lestern Slope Gas Company by
Pauline Elliott by instrument recorded November
3, 1956 in Book 200 at Page 399, Eagle County
rlcords; thence N., 18" I{., -237 '5 feeE to a
point; Lh"n"e N. 28" I'1., 45 feet more or less
to the cdnter of Gore Creek; thence north-
----> \.rester1l' follorving the celter-.of Gore Creek to
{EXHIBIT ''A'I
a poini that is N- 18" 21' 45-'l w-, 90.-67 t:?:,
"rra X. 36" 27t 15" W. 135.90,feet, a9itN. 59"
oei ad"-r,l., l-45.70. feet, and N - 26"
Section L4, Torvnship 5 South, Range 8L I'Iest;
thence S.-26' )2t 30't F., 7.0 feet; thence S-
59". OBt 30" E-, l-45.70 feet along the existing
fence line; thence S. 43" 45t zl-tt E', 50 feet
more or iess to a point on the North''tresterly
line of the righe of r'rey easenent granted
llestern slope Gas comparr)' hereinabove referred
to; -thence S. 52o 21r @) aLong the Northrvesterl-y
line of r.:aid I'Iestern Slope Gas Company 287 -5O
feet rqore or less to the Souch Section line of
said Section lL and the'point of beginning of
the tract herein desc-ribed. County of Eagl-e,
State of Colorado.
30rr
v
=>1'c
-. gJ
o- -1 -.o c,(D J-
o m -tt
0,'ar
-7t o:
a-)o3-ca,J-
-<a
It cr t' v -tt -nt €, 1 O? O O- O.)-'O rO O A - !, n -a O -r o, c O -r O --'--t r? r-r o -. 1 o O, - o= : O-:l'O cLO O rt O '.c t O O: 5 ... -a--' d n o'o O 'tr -o crn u -, o -O E'.aa, -o t -'< O
-aD 0, o J -.o -!1 :t O -r C Ct a, { -d tr O OO .tFr13 a :tdf a -tO J --t 3 - O X O d. -a-o 3 C o -o- c o o.--t f -n3 - cL.|o t :rc- oit=<-t-"t:O -OO u - - | r! -:t rt o o :'a, <!-.i- J-J.t i'-tOJO<0tOdrtJ=a i .2- crf -a J c o
-cL o 0, \tt o o- no'a t t n o Urxs< o. a .'l -C't n-. O= -O:r <O dO i er Or -O -s-C r-! O o, o -.o o o cJ c : t o ^-1 .t qC 1O 1 € O -O irC O 3 O = Q -'{t -tl <O c!rt', O g t f rn :n A ) tt io.r -0, !1, a'o- :, .t e1 .. t!'n 'C C O - U| O 3 O'9 - -=t, F {r -r O O -n- -+r r-" O O an CJ 1 C 7 -t - a, ncr ft
-. --{ JO C r" O c)t5' Nl -O c O =o t O < .-^, -. O -r r -?a-i € o -rf ta O i,Vt o o $ C)-< -t 1 Ot= .. r-t 'r1 O.. l,-t,,! -. O'< C \J.t tD O-t a -n a, - -! ta. 3,o Jr ar .< !1 O?t . o.r.t 5 J N-OO t- O. O dc a - J -tr ul .? .t 0, -.O ...t o - Ji<.}
-1'lO 'O q '..l' =tllVf t o o =rr f : .i u'9<'o 5 o o'<ooct - O C -O Co J rr'.O 3
= -.{ 3 o o @--
oO,rn u! --f ^=9 0ro O-1 -n a- .n
at J o
2 x a't
-g
:.
l
!.
!
c,
Cl Z. .r tv o o t.o f .bo o
O\^r(rf,"r -o f J -C --.cr.?f :t L'O7 rl (D :o . Fll 0, o,O- U|."..lr n \.tl r',6r t-o o t o \50 (D
o @l z !o o c-) 'a1 1n'''ooof-(D o no tl..t (U
tn .t ,-t (D f,-:t o o o =c f:o-1 (lO'1 :t OO.-"O 3'1 0, tro
-Otc,O O -U! -lr a au 't! o tt < -o'o, \n .r o-
-.]\a- = z.fr <c c0 (l- 1O O n.i
= \^r f,- <d oco o O. cr:
5 f n--oo\o :<t Cd o n-.O--lt J
Ct rt .a O:rl,1(!to o3-o o- c-alc 1 1 att o =(D l'o \ro ('
-:o.-t o-O
a? \, o il,
'{J
TJ o-
--:l --tr vr g.()
O -_. :t
-- .t ;l o :ro
= -o J 4 J3 fr J tlO..5. O t\, ,.1 .r C\ (/t f,_g so o -'h o\f o co ooFo O it ',,c _,-ritNO ur o rb-
O=6 sr o €N
!O - \tl _._, O
=o=|' 'Jt m
o!o f O-
.tO\O J'O J
O cl .
0rF trrl ! tn 1GO oJo Xn.t -o 3r|oo
(D
z, =2zz,f zz,F (J +\ \r, 0, ar, -dt -.-l { ul L'! {o o c oFt c o O .f \., C O i, -O .-l \r, .:o -r \tt'g.t
\tt :- iJ i\J -< c N { .E'\r, l\, -E- Nt
m rn m;:1 -.;t| tn - - - - 5- .T l\)NJ!..t\r,-Irt _s.o - I .rO t\) . . . O Cc Ca . ot - "E- -tr. .Ni\).lc r'.o!\'r € o\ rF -'tr n n 0,-tr O O O-<'nar oooo oo Or'it.f-OO rt.. '. -. -?rn t ..-
rtO.t oo It o J-o o o-o o -no o-f -5 rt -r!o o eo J -. !!7 l''Ort
o no o z, c arl O 10,-t ul FtO.t r oo c-t -tr rr1 .<:to o vt-t
o,.-nJ.
at i't 0ro -tl
cLl
20,o'<1 ai t OJ 0,o tr .+O _tt
\.Fl {oo _-tt
-h U'1 oo rr:',a ri
0,O(o fo
1 ro
cl
CL
rl
o :o o
o
,o
o
il,
CL
rjt:l -!--l g ta.'i o o in --{rJ'o (D o f- f| o f-no o, :-
O< o -r - a o f -'o - -r t !r -0, :) rt O-:cpc--o f =o - a -ro:t j- 3OO-1 :trro ai .a i, o _o Ul o c o 6 O- !, f, -.- -'= z.eC Cr- "r O:l O al .f ie \.^,?,.-zetOO_.rr1-t.IOi * gg';; o'R"'oo
--: Cr'O a U.tr -O Nt O<sr-t-Cn-
- rno- llt t <o f ',!, ', rt -d', (t, - ?r 5 at o i 'o o, c -i- -(D =j' O
=I -a o-O - O r,l 1 <co - l. rr €r <o) O - \tl (,t..OO-|,Ce-al'\1O rr cL -t C '! 3 3 -' = -a, tt-' O O O o| -= J ('(D 0r o No o r o iE,a-<J aE'!of F.r ni i f c- o'J oft.. O - 0r.rz ol oOO
O- l, 1 {5 Ct.litel ;tr O -O-f O{ --f'itt - nrrO vr 3-.O-C 5 ^c.-to r" .-r-tc3f O -EitO -.t - :O O -'O .3:r(nO -n-6 m (Dr
O- -J- O r.r al . |t |n C at -.t 5'n',O .r rt a O - t \rr tto - rlo or 3 J O. cai\,f 5 o a- r'r o 3 5 -'hoo o d l- 6 f -. !.O-r Pr"'
-1(! {.r t, c 0r n -o ?r \r -< t f-- 3.< O c'r \!'rO rl -O o- O -t O\O O vOg.|t/|J OOrro:Q -t O o -tor-. o rn:X- | j --r -r n F-rr -
'+ 5 3ti Ul \^t O 'r -. O\G O EO, O -.3 f- Cti 1 f :Fo?C= OO.t' -O- OTtOOO -r:f J-r, -t--trtO :tri(l O'\O:U Ot..ilrlr' O-.O: O O aC f O -'rr -O r,^r tO: Orr(/)OOg O t\t.t 1.O O l-f O -i -t O:tO O O.tZ.?c. I o 1 :! 3tr = o.t\ al o a\ -o -ro oNto o -r i.r, frl (t t O \r.t O O oO -l
r.^, t .< < 3 o -Nf o €o': 5 -i f l.t .". -3 rr -E vrO O ---(D 0, O - __ :\Jt f -.t
-O-(f t\r-mNC O Cri \r, -e N :-.O O a- =S\rinf F C .r O rfl -! - 5 -'::r - 3. Nt rt -r 3 O r-of :o vl €t lU rt <tr0'g ,E.O . (n +r('\O O (,.rO: Oo0, O JJ o t o l\)€o -n2 (r g O O - - *.\o..? O O 0, oG -'\ \ o|,-t -o3 rt\? nf .rr! =r" -3 t! :t'to O - rv'l
f OO- O1 a O-.r Of f o- Jr"0rO o J 3 it'(l O T O t\).+-qn.odoltoc\. a - oo f O:O r? (n(^ -P rr O n o !.tr 0|-r: c l0 '.tt i' \tt '{O.t--t =EOl+O o1 :-m
-Ot \^l-O.i -Nt c, 0, o @ \Jl'< J :t '-o f 1 coo J.trIO \tlrri J e. '
-3 O tu \n-.t .:9
I O !' CL :J O .t .r S tlt f -t € rno :t J-' -i (L 0, - O O .tr
o'J <r- \tt\I: rU O O o-1 m @ o+'o
9g 0, 0J -tj; 1=f|o 1tr'o -r-ri O o)O < .t (r - .r! -; X \tl 3 o:ro o o;:o: - ort
-OO- rOH 3tJt-O 1-r .tJ: i !, r..,:E qcr f- F!,l rr -g 3 -.f O O < O -=,E =ro - N- FJ I -n O E r!-O :.O .tO0, 1 O{-'o''l-. icto -.5J-q.l q O- lf \lO.rlr-ii ct O .'! o o s'O
r.? f.. O r. l
-o O -n"n-ca
O -+r (D -'!.,: o ;;"oa.n)
}UJN- NJ
J
f t,I
ry/ €nn* /r7 (
^e r/ro z,rz*-az e
RECEIVED
i 5 i978
i,lii:ll€, t{ lrevgl'
County, Colo.
wll-l-Aly E.I'ANN
c{t. e t a crJTrvl oFttclt
April- 14, 1978
Ms. Maxine Daley Bills and Kurt Daley
/4,t
.-L ;
Date:
constitute your desire to a PttD Sub-division near
be a co-applicant for the
T.PR
!ri/:. "i tugie
Your acknowledgement of this letter will plat the Highland Meadows Sub-division as Vail, Colorado.
You.are agreeing to the platting and will r:'lrng and will sign the final plat.
.'i,,
.. /-6-
,..6.. LrrJrt,l \ rrtsrcvl P
L.E'!X: J. C:OPFTAH. Ji.
?Er.{f LOPI IT LTOH COFTNA|.
6.leuff ad 0l.gftnsr
ATTORNEYS AND COUNSELLORS AT IJW
l9 [aaT cf i{TEF gTttE?
roaa. UTAH oa!!t
ltl.EFraort 6! -tta-tfiol
ApriI 13, 1978 DAAWEi J
toll. UTAr| cartl
P--
Stephen Narans
1860 Lincoln
Denver, Col.orado 80203
Dear Stephen:
I am enclosing an acceptance of your offer by Ray,together with a rnore forrnal acceptance prepared by me. I
am concerned about the valuation of the property at Sue's death and added the lasl- paragraph for the judge'B enlight-enment. fn the letter agreeing to sign any zoning appl.lcatlon f elected not to specify type of zoning change l"n order to give you the broadest spectrum to work.
Ray has asked ne to inquire about the probate
proceedings i.n Colorado, if they wilI be started there, and what, if anything, he should be doing.
Yours very truly,
'f
ta-
at-olFrt J. corrxata. Ji.
.AXTLOFI DALTOII CG'F'I'A"
Cnffinrr Ed CI.gffEurl
ATTORNEYS AND COUNSELLORS AT TIvr,
!9 ?A5T' CAXTER STREE
Loat. ('TAH 6.!!t
laLtrForat aot-tDa.crot
.April 13, 1978 DRAIYII J lro^8. itralt aslat
High Country DeveJ.opnent Corporation
1850 tincoln
Denver, Colorado 80203
Dear Mr. Narans:
I'1r. Ray Branscom. Jr. has asked me to write to you with respect to the sale of the beLow described property:
That Part of parcel of land lying and being
SoutheasterJ.-v of Gore Creek, in the l{ortheist quarter of Saction pourtcen in Township pive
South, Range Eighty-one West of the Sixth PrincipaL Meridian, Colorado, and nore particularll' described as foIlows, to-wit:
Beginning at a point whence the NE corner of Section l-4, Tp 5 S. R. 8l W. 6th p.M.
bears lt. 73o04' E. I340.7 feet; thence S.47"32' I.I. 109.0 feet,; thence s 42"29' E.200.0 feet; thence N. 47"32t E. I09,O feet;thence N. 42"2E' W. 200.0 feet to the point of beginning. Containing one-halt (L/2,
acres more or less.
Together wjth alI huildings and improvements situate thcreon or in any manner appertalning thereto.
Also Lo_oethcr with all ditch and r,rater rights belonging to, appertaining to or appurtenant to said tract of land.
F.-
ll f
Page 2
He has authorj-zed rne to accePt your offer of
szo,000.00forhj.sinterestandtheinterestofhischi]'dren.This rnoney is to be paid 55,OOO.00 down, uith the balance of
S15r000.0-o to be paib in annual pa)'ments not to exceed five
years, with interest at 10$-
Inasmuch as Sue Bransconf s esFate was never Probatedt
it is his understanding that Proceedings will- have to be
commenced in Eagle county to appoint him conservator to convey
the interest of his chillren. Accordinglyl tltg-dtstrlbutlon
""":.a be $11,668.00 to Ray Branscom, Jr't $4,166'00 bo Tracey
gr"""."r, -.rra
Sa,166. OO t; Heidi. granscom. I would therefore
ask that the down Pa)rment be credited to the interest of Ray-
gr.rrt"o*r.tt. itt.=it.ritt as he ie not yet the conservator of hl'
chililren.
It is the opini.on of Ray Branscom, Jr' that at the
tine of his wife;s delth, the property in guestion had a value
far Iess than what r am now tc""ptit'g- pursuant to his directLon'
High Country DeveloPment Corporatron
April 13' 19?8
PDC: llc
The above letter has been written pursuant to
my direction and expresses 'ny intentions'
,,4 7
.t'.../ , rt
" lir /'-"'''* -.,"'h
hay Branscom, Jr.
6.sfbngr rri Gctrnrnr
ATTORNFYS AND COUNSELLORS AT II\^,
69 SAAT G:NTER ATNEE
roaa. uTAx a43!t
ilL9taoLl aol.ttt.liol
LDI|.f J. CJOFT|.A'{. JI
tzxrLoPt DALT9I{ corTratl ApriI l3 , I978 Dn rvEi J
9041. ItraH aalll
Uf. Stephen Narans
1860 Lincoln
Denver, Colorado 80203
Dear I'1r. Narans:
Irtr. Ray Branscom, rvho was the husband of Sue Branscom, deceased, and is the father of Tracey Ann Branscom,age 9 , and Heidi Ray Branscom, age 6. has asked me to wrlte this letter expressing his intentions with respect to the following property:
That Part or parcel of land lying and being Southeasterly of Gore Creek, in the llortheast guarter of Section Fourteen in Township Five South, Range Eighty-one West of the Sixth Principal Meridian, Colorado, and more particularly described as follor^'s, to-wit:
Beginning at a point !,rhence the NE corner of Section 14, Tp 5 S. R. 8l I.l. 6th. P.U.bears N. 73"04' E. 1340.7 feet; thence S.47q32' vl . 109.0 feet; thence S 42028r E.200.0 feet; thence N. 47o32t E. 109.0 feet;thence N. {2"28r If. 200.0 feet to the point of b.-.:9inning. Containing one-haIf (L/2')
acres more or less.
Together witlr alI bui ldings an'r improvements sj,tuate thereon or in an)' manner appertaining
t her eto.
AIso together with all ditch and nater rights beJ,onging to, appertal.ning to or appurtenant to sai.d tract of land.
t
Stephen Narans
April 13, 1978 Page 2
ft is his desi.re and by this let.ter covenants that he will sign as a co-applicant any petition for change of zoning of the aforesaid propertv, and wilL sign any pre-limlnary plat and subdivision plat tendered the authorl,ties in Eagle County, Colorado, filed by High Country Development or its assigns concerning the aforesaid property.
He wiII sign these documents in hls own rlght and as guardian of the minor children. He further wl.ehes you to be advised that he wiII assist and expedite ln every way the probate proceedings undertaken in Colorado and at such time that he is appointed conservator of the children he will again sign these same doculnents if any of the municipal authorities so reguire it in that capacity.
truly,
pe D. Coffman
PDC: Ilc
q
Yours very
',1"..L,,r \
(llrs. ) Pen l;[
The above letter
my direction and expresses my
has been written pursuant
intentions.to
ALL AffiEffiECARI RHALTY, BrT .
PHONE 259-6493
oP 239'Sl2 4
5O5 NORTH MAIN
Apr11 13, 1978
STEVE TIARA}IS
!lq! Co:ntrV Devetopnent Corp.
186O Lirrcoln Street
Denver, CO 8O2O3
Dear Mr. Narans:
Total 920,000.00
$5,000.00 dor+n w j th balance of
1n annual payments not Lo exceed five
tsoise Cascade l-lomes
(AUTHORIZED DEALERI
P. O.80x 9tl6 MOA8. UTAH E|4532
$ 15 , 000 .00 to be mde
years. fnterest at 101.
This is to purchase
Heidi Branscom have in the
Sincerely,
1 //-' I -/ .Z /o. 1:r:, L-. .,., \ .; ; .
Balr 3ranscom, Jr.
the interest that Fay, Tracy and
property located in Vail, Colorado.
(
LEGAL DESCRIPTION
VER}1O:{T ROAD
BETWEEN HIGHLAND YEADOWS SUBDIVISION AND ALPINE DRIVE
A roid right-of-way sl.tuated in SecEion 12, T5S, R81W, of the 6th P.M., saLd
rlghr-of-lral/ to be 50 ft. in wldth, 25 ft. each side of the followlng descrlbed
centerllne:
Beginning at the StJ corner of Section 12, T5S, R811,,, of the 6th P.M.;
rhence N 18002'19- t.I 90.90 ft.; rhence !i 36027r15'Id,42.55 ft. ro rhe rrue
polnt of beglnnlng; thence easterly along sald centerlLne for county road ease-
Dent the followlng etght (8) courses:
(1) N 40()49'14- E, 135.98 ft. to a polnr of curve;
(2) Along said curve to the rlght having an arc J.ength of 81.02 ft. a radlus
of 250.00 ft., a cenrral angle of l8o34tO6- to a polnt of taagency;
(3) N 59()23'19- E, 265.79 fr. to a poinr of curve;
(4) Along sald curve to the rlght havlng an arc length 68.57 ft., a radius of
138.91 ft., a central angle of 28017'00- to a polnt of tangency;
(5) N 87040'19- E, :.27.2O fr., ro a polnt of curve;
(6) Along sald curve to the rlght having an arc length of 49.87 fx., a radlus
of 288.48 ft., a central angle of 9o54t2o' to a point of tangency;
(7) s 82(}25'21' E, 45.30 feer to a polnt of curve;
(8) Along sald curve Eo the left having an arc length of 139.87 feet, a radius
of 90.89 feet, a central angle of 88010'20- to a polnt of tangency,
sald polnt belng on the cenrerllne of Alpine Drive.
Sald road easement to be dedlcated free and clear to Eagle County, Colorado,
with no encunbrances. Said easeoent w111 be for county road purposes, Lnclud-
lng lnstallatlon of utllltles, dralnage faclllties, and all other necessary
appurtenances re gu i red.
LEGAL DESCRIPTION
F.'FC:JYiD
f,fAR i 3 lEtg
Dttl Ot Fti.ilc/ne €, Devel
^8gr€
Colrtyr CotO.
VERMONT ROAD
BETWEEN HIGIILAND MEAMWS SUBDIVISION AND ALPINE DRIVE
O.o"a right-of-uay situated in Sectlon 12, T5S, R81W! of the 6th P.M., saLd
right-of-way to be 50 ft. ln width, 25 f.t. each slde of the folloulng descrlbed
. cent erllne:
Beglnnlng at the SI.l corner of Sectlon 12, T5S, RBll{, of the 6th P.M.;
rhence N 18o02'L9'W 90.90 ft.; thence N 36027t15" W, 42.55 ft. Eo rhe rrue
polnt of beglnning; thence easterly along sald centerllne for county road ease-
aent the followlng etght (8) courses:
(1) N 40()49114- E, 135.98 fr. to a polnr of curve;
(2) Along sald curve to tbe rlght having an arc length of 81.02 ft. a radius
of 250.00 ft., a central angle of 18034 t06" to a point of tangency;
(3) N 59023'19- E, 265.79 ft. to a polnt of curve;
(4) Along sald curve to the right havlng an arc Length 68.57 ft., a radius of
r38.9L ft., a central angle of 28017'OO- to a polnt of tangency;
(5) N 87o40t19' E, L27.20 ft., to a polnt of curve;
(6) Along satd curve to the right havLng an arc length of 49.87 ft., a radlus
of 288.48 ft., a central angle of go54'20'to a polnt of tangencyl
(7) s 82o25'2L' E, 45.30 feet ro a polnt of curve;
(8) Along sald curve to the left having an arc length of 139.87 feet, a radius
of 90,89 fee!, a central angle of 88ol0t20' to a point of tangency,
sald polnt belng on the centerllne of Alplne Drlve.
Said road easeBent to be dedicaled free and clear to Eagle Counry, Colorado,
with no encunbrances- SaLd easement s111 be for county road purposes, lncJ.ud-
Lng lnstallation of utilltles, dralnage facllitles, and all ocher necessary
aPPurtenances requl red.
t
GOBE TRADING
I \-CO}IPANY
?
Bersy Co sgrif f. president
p.O. Box 913
Loodville. Colorodo g0461
(303) 486_2688
March 10, Lglg
RECflVED
MAR 15 1978
*"';;;,'i;;;;r;'*''.Mr. Terrel Ihieht
I"el" counry planning and Zoning Cornmission
Courthous'e Annex Eagle, Colorado g1631
Re: Highland Subdivision (formerly l{esr VaiI Ridge)
Dear Mr. Knight:
This is to advise you that G-o:1 Trading company owns the properrv described "" n*r,irirJ wrricrr i" ""!rJJJr with rhis lerter.iiiiff ."?::';::"::tF;;a:: :ir1" . t; ;-b;;; -;:1..,.
"
u,o vour companv's tracr-on tr,e-"o;;;=;"Tto::::"tt" bounding cor. ri"Ji.g
Gore Tradin in rhis - ;d;;;ilf"::'"ffI" ", ""::'" ilrl!.r".1o.i,,j.'1. to be inc ruded
l3"r:lr"3J":::'1, to rhe p'.".'i"p1". ." ;;;;.; ro yourco,.r..."-,",our -,,nder".",,Jrii'l;" I",:::ff;ii" ":::f t.i *'"'"i'o*. _rr is a lso Road wilr be extlnded ro ;;;;ffiolli'iii"":i ;f;""" r.o'n v"i,Jir property.
rf you have any guestions, please direct them to the undersigned.
Yours very truly,
coRx/ryADING COMPANY
/ech
cc:High Country
Betsy
GO[r"{W
nnteroffnce mnemn@remdumn
1o:. George Rosenberg, County Attorney
fnn I"-Ut, County Engineer ,..-.2
5ubject:
.Highland Meadows pUD
From:Terrill Knight, planner File No.:
Sp-9?-?8 Date:
23 March 19?8
ltre .enclosed documents are additional
to this office,. by the- applicants of the
Preliminary plan (pUD).
information submitted
Highland 1\{eadows
There rvill be a Public Hearing before the Board of County Commissioners on 2? March 19?g, to consider this Development. We rvould appreciate your revierv of this material prior to that date.
Thank you
,%;---<-2
I
t
rA- |t\ t -t .l
q i-.:'1-S/ ;-: t !::',.a _*?
fi.{.
t(
c'(
(f'-\'
I t-"
t't.
T
\
d
'{l
ll
.l t 3
1
,t
-----..',,f
!r
L---f
//
'AGLE EGUhITY 16 Febnrarfr 19?S
Depe-:+,,nelt of Pla:::rlrg
P.'O. Eoi: -^79
EAGLE, COLORADO 81631
BOARD OF COUNTY
c o h,r.4 ts5l oN e R 5
32a-6809
AOIV'IIN ISTRATION
328-6674
ANIMAL SHELTER
949.4292
ASSESSO R
328-5593
BUILDING
I NSPECT I ON
328-6339
CLERK &
RECORDER
Eaqle 328.6377
Baia,t 927-3244
COUNTY
ATTORNEY
328.6574
ENGINEER
328.6337
ENVIRONMENTAL HEALTH
328-771a
EXTE N5I ON AGENT
328-5370
LIBRARY
328-77A7
PUBLIC HEALTH
Eaale 328-6594 Vail 47 6-5 844
PLANN I NG
328.6338
ROAD & BRIDGE
328.6s91
SHERIFF
Eaale 328-651|Baiall 927.3244 Gilman 827-575 |
50ctAL
SE R V ICES
328-6328
TR EASU RE R 328.5376
ard !.:velopnenl
the Veil 11.:i'l
P. O. Box 10
flgi'l , Col-orad.o 8L6|T
Re: Notice of Public Hear:ing
Board of County Commissi.oners
27 Marc}. 1978
Please pu.bU-sh the attached Notice of Public Hear5rrg as
a trlegaa Noticett in the 2J Febm.aryr 197S zublication of
your Paper.
Please bilL anil send affidavit of grblication to this
office.
Tttartk X@r /a;
C
r,: r,r -d ,.F w i r tr: .a .€ jj 9' 5 3 !:! €FE * F E ;iEo F.€ F'-o. ra * rT i: in i5 H t.9 €S rErh - !"HEe dpEE
= ""go e b-<5 .,'rr. o.r 8;FP I ^1.= .FUs = =ltrfi e 2Xi.E .9 8.f 'g i ;r;, F s-:t sBEA t E;HE E ::r; -.b. p
= *E;< f EUES 5- r H e :';:U ; fl=ir EE! b,b F'9HE i EEg; Efig'[b $=b: b s:=l 6EE-E g i'gf t ::,;E RTSI ;;;FE s :sF6 iSeE
" gaP; n E;i: .ie.H',g =:bE i; i.Fp .TtE6 E :H:: *E Eg{Z dE#€irEe*i *E :sig H8;g E
=1gZ1:_z o: '.io* HgiE E ?3E;i; E3 isss €t;; H -P toGH 3* l'.-Fl a- &srrz E= t: F:!- z E Of 5 d
=P5>"U iiP |.BIF .ild8 E ?ii;Hr 3z !;:l SE'd*u:E==5=5 ;i ;1;F :*t:88f;:t:i;= =3 Hlae F.FFAY#-3 ,eeF E 6p =;i; t .l e eR :El1a:: rs ;iifi q*Hs+_'€r.iEicos: :il EgU: 5"'3PPa 8: -r.F 8' -:<..'o 838f,Fd ;'6:EB= .4 rtE= 5ALHfi.9 i oi t.J o -,: o*?or ' ZEaizi ..sz ..t:=s E s.5.-t:H
=; il:gE iii brsE 8r;u .E'E € :S .;zE uz-5 - .'.i F|EE l-SBZ fi i E B: t 3s erEI Fx=:-I*E:;B € x E --H fr
:ii f::; E=;illnl[:: 5 ;H t' A :*oHFH o'*3'-t0-,*F=Fo, t'fl c'd. E
eg E5-=x :;i ;I:l afa=s 5'g $ ;€' g
=-c. - - !_'u_', urr,_ (r |:: - c €.i.t o !E 8;r:= et6??i; s-Ei : ; E $E ;9i i:E-= F.i. fi;EE?,-?"-;q ii:s=::; x:3:6Ei; { b tr gi "
c):- =C,L, lrJ
I:=- Ec3'la -='9.,u,'".o.H -B $ fi ' -
:g :=:[; l-=i irrr isi 3 A fi € ES 9; 9ciE= -.---:c L;'-a 313 _-3p ::il-; iilI itii i;tE l^ ia E i bi:H;;3 !!F l;?;bu!: ff'H s'6 ?l2!-;::-^ "?:") 'il3 "S'E
rt- z-- -,r q: F: -F. < ... ..t ?r:: l- r,t ._ 3 t 6 O f i?ii;[s izt? ;f{:f <=a.-o,.- -.(i-.. EE$ BR
otD .{-: a!
q)
S{o E
0)
b0 (
()
Sr
o)il lq
-l
6
{J..tr(')0)B 3q
r--l Or{
{J ql
.{J d cc)o)-o
3'd '-) (t .d11 60)
rc|
5n Ht{(d tr{ r{oa o -C ..1
-D .D 3t{
v, p.
'rl -p (6
o tl
o\o.
r
c
rJ
CE .rl C{r dtr rl(l,
.r{>tn I{ O)cJl{
.rJ -{i E cr\'rl N Er 3{O
o 3J:
EO)rsE OA Eq
.J G'q>dt a)a
b! .rr ..{ .rl
l'- C)Itrt')F- C C)c\.Et{l.{t)o.o. d a
z t'7
.l O'.rl 6)
o€t{ .r{iD .o
q 'rl
o-oto a .r{ t-- O E 6 .rl E r'l +)
i)-Cr.{oo >l{ (D .:J (s a)
C r.- t,:) c! q
c-.. C 'E
ooo N -J KE aS.JJ -q< E
OO xo o
t r-l rJ
F-l t! c):0c=;J .l-'l --: h0
g t--r .r{O.rl O 3 -gdH
rJ.c CJ E0 O r,-l
=Cr-r {) .-l O ft QE tr6O+)O Ct .rl >=-pa!.r]l()E (5cro3 .rl t2 rl t"i -I r 'v ..rr }{O5.r:.rl t{A.J o 3r{
=t!.-{G) .rl o rct o 3 ..{ r{ tr o.db9
O fr .rl .lrJotr {J -i o 6 O.-l (J O 2>clt:i
.- l.t
:- l-
'-: b
t-t
$EFAAUI'TEHT
McDonald Bldg.
Fa R- -:
t6
OF PTIIHHIII$ AI{$
550 Broads'ay P.O. Bor. 1?9
Febmarry 19?8
BEVETOPi;8fftr
Eaglc, Colorado 81631
KathLeen IelJ-, Editor
Eagle Valley frrterprise
Eag1e, Colorado 8L631
Hlease publish the
ln lhe 23 Febnrarlr
Re: Notice of Publli-c Hearing
Board of Courby Commissfensr€
27 March l7l8
attached Notice of Public Hearing
1978 Erblication of your paper.
as a ttl,egal Noticerl
PLease bill- and send affidavit of pru.bllication to th:is office.
Thank y<nr,
.4--z/Z,aA->
Miihae]- S. Etair
Director
MsB/1<p
Itl:rnning I)c1r:rrtmcnt ,lrl:rnring C,rmrnission: Subdivision. tlrzoning. Applir.alions lnd ttevicw 1303: 3284J.trC
lluilrirni: ()ffici:rl: lluildinli t'r.rntits :rnd lnspt.clion, 2rrning .ildmini.:11;1il11 ljltt3| 33r-6339
EAOTE OgUlTT
Ei
\ -,f"-
cl
o E
!{(,
F -z
I!
o F
I H
&.o
z
3J)t:'l ,U'OE r)FO
gs
t!z L||'<:al:<E &r ld ltj E{Faz r! Q trl lrl o uu <,2 tt: 't: cr U=- Fl z: F <<rD an F .\t ..rr- F c,ti tvr !: z O = tl O Glr.:<r9 @s &: !a -t 'l:: .(J o!l .o z rtr (J ..r l€-z=.t L.: E. F N=O olr Fl rr: l<o.-L) L:U:.a z L:i4 < E E] TrU u z.h z oH !:l:: qo g
=E< O E (J< (,
-u)B EI F:o zo\0 !: F. rr| ot 2<- Z
= q}\D H z otJ OE o rt E O< !l tg !r o. .q gJ z <\ !l u .-r B: (J
'At-Z E I': IJ: L: F <<= <zl.rr =tt=F.-x <.tF o
oz,E-z llic-
l-.t It t:: \F Q.{ co E:
-F o i-sUrqr
-l<|n2 LJC z=9.OFOF }'r g z FCt::Fr uzc)o a 2,L (/:-€<
=3 <oFur r. Ho <Lc)F
o\Or o jg ri-\ o c-
R9p
(I'
- a-l r-l o ('$HS '5 ag .-{ @ ,{p.! ;r{_.r|@ h3 (UF{-Dr.Cinn 'd -r- (i) 3 .FS, BS
ql- oH H8 58 O{ q{
o b0.d tr6 .r{ h 5.r O qt rJ
E()!:o Fr!
<(,':z
E:3 om .PO
tJ-
C-{ C{oo
c ro u; nr -9 b gI i5t stf;s lt-E In3; €P5E ;:;: ?E r $
=;;g sFEA .rosrF€F.lre sr .-.s H i:9il? ?,oi
:t:E sf fi f,i:';E R;f l .:Hg -* P o ?i:s -$.,9?€f;cif E E! C i=== : Frfi
;aiF E;*s $
;lHl q;EF *iiER sI*S E eB.='<gESd:
EiFI s H:*3$
:3F,8 Pfr:5x;'Eg$: 'f,;fi ffs 3 ;fui sgEFe';:=; g r;{l .Fi;; .q p,: .3Fi p;:E €t$:;fi :Ei: 5E#$"8 -r=l if$#e$:iua f;l'd,e iii: E;ffE€u .:2g sgI E"
'..T'.3 ._,i?Hs LT;: EgE H.e
:alF ;erEi ;;;i t-!eI9 :: il:.r '^ ;Y '^ *: o d i":l: ;g€'sfi i:.<,.r 'E$$
3R
E- >.
Fi3.--.-F -r:
= | FiF!:
| &. !- t!@\5F ali 1\9.= ool\t.\. . (i sa.D .F@r.r . . .at O <i G -.r Ctr st t't a,', Faa 6t 6l
::L: t:.F l::l:.!::
z2< 2zz2 <<!:1 <<<<
I-FI-FFF
co< oo6c
a!€ J (\ir f. -r a\a! ci < a\r aJ -ir rrl
.'r 6 t:J @.it\C
-.r N Lt or-r s al o c :.oo6 o F|'t!: FF.-<a <(\, = rrt-r o =Z=t- Z,7aZZ
d i.rr -. at .a =
<t
Olnl:lg:
Z (J- .\l
E -.1 .-.
O ;r ri o! L':U'&o - ';:a-'rL:F:io =<i- O O
i-rl.lz,at-
o!:='<-
t- u.c llJ .-Fr 3
=.c!:oF e-E-E-i <!: =-l'ar'a.(,l!s\!^-J z .a:rr rr c\- J i:r'rcFi :a .t\ r-1 L
uo1 6u ll .. !r. t\r =E-1 OzF
A
(,
F x
U:
m
F
rt o
F
3
z
FgJ 53
(r? !:
lnO
Hq)
=<ta zt 3l:
FF
s(t
z ol
F!6 U<
I Or.zE'<E
,--,4 c<
:l zc oo F.E F
=7-!a F.
&.e
\) -1 '2. E--=3O ,)
<.:
tr. L:
J-Z t;J <
<H
t-:<=
4Jd
(J .rl .d t{-r) c,€ql aE -o
F>,I t-l Hh (tr
C-r '-{OF
C,d
ar i{ l-856 ()(a p.
a5
tr
+i (D
3 .{r og rdo (oE orl
=o rl .6d)tr>oc).-{ A
b0 -r:.rl r-l
?
to .d E- c)1C
O\d lr{p. o.U)
Za
rJ tt .Jo
qld t{ .r{cr6
O .r{..J lD-r
.rl t\- o E O. .r{Er-{.1:
()-qrl
xHB
trEE 5 or--@ ()c! q
.,r g'E ooo .N .o l{= b,lE . -t-)p< il rr-t 5 oo ho o
{J ..qo o
otc C) -+) cJ (dtsl
.-J bt 0)boc-c..
.S'C {' 9 H )< H .t-t (I).rl O I -qbo0 *'gdH
{J.o (o bOO q-r
{J .t-l O t.t C .c tr.L o+)P o .rl >!!+ o 8"3E - .rl V) r-{>5 r-l c)-o -a -c c 9F+'rl l.{ p{ .ri -0) B r-{Eqtr{O .rl ID€ O 3 .rl r.{ C o.Ub0
v H .r-l .rl rJ O f.l 4J rJ o 6 .O .rl o 0)z = 6E
q>s
'rl {J
zo
C)
z,<|r
a.rg a ,-.
. :;
.:,.
ij.l;t'.; hes i:.,,:-:-ev.:ed -the
_c..r-,-:. .i .lir.a,:y .:,1a'!
,l' i rr.rnr
1- ili : --;,..: sgr!;.i) ie C i i:i a:ia :
, :,i:.,,:l i ".e aad propos ed buildJ-,r1s
"
-l:
. ,ii !_ the
'.? .-,: .:ha t
. \-:, o-, -(t,a-tL. L/".
'-L. ' . '..'r,' '
n^h-it r * t.'Uv- r4r(J u. :zrjn_3el-(:i
Sr. - ; -:!,+ -^-: .,^.- -,<) .. .,..:
{,
: l:r.,:, 1
lr. .. -,?,,
-,'.a.i' i
(_
K:'I- r': i',.' c t !icl,aL r l-. " Can: uliine Engineers
Jaruary J-6t I97B
Mr. Terill Knight, planner
Eagle County Dept. of planninq
anil Development P. O. Box 179 Eagle, Colorado 91631
Dear Mr. Ihight:
we are submittinq the attached additional inforrnation on Fir.e No.sp-97-?8 Highlani Meadows planned deveropment submittar-. Refer-ence is made to vour l_ett"i aat"a January g, L97g on the T.R.c.meetinq-
1.a ait-"fr"a is the detailed filtration gaLlery.
l-b fhe design information on particle size removar and. capacit-ies is on the above d.esign d,eraiL. n;Lt;;;ce wilt be by the apartment manag"r "ttd ovr:ners or tire--apa=L"nts.
2' The drainage study submitted is.for-L0'-year design frequency.The storm drain across the lqrking 1ot oir-tt-"t A wir-r- cErrry the rO-year storm with overtlow cirriea in-pirking rot swar.es.A1l- other storm drains and sur-vett"-*"iir-p"!l trr" 1.0-year storm flow- A11 design is consistent witir-"o,rrrty standards.
3.TLre non-buir-d areas wirr- be designated common open space on the final pJ_at.
4. TLre colorado state-Geologicar survey, charles s. Robinson and Associates, and_ crT,/Ttromfson, rnc. r-have inaicated the duplerr lots on the southwestern side can 6e constructed on as pre-sented.in the preliminary p1an.
Please refer to the attached.proposed pranned Deveropment Reg'trlations to be recorded wilrr -trre project ior-siatements satisfactory to Mr. Lew Ladwig "i th-e c5ror-ao-sGte Geo'ogi-ca1 Survey.
8' Road side ditch erosion contror- wilr. be handred by each driveway culvert instarr-ation. This const,.o"tio' is not sim-ilar to r-70-- L'ndscaping wilJ- u" i"e"i.;;-;" each lot with rgl"y being praced with Aichitecturar. -contioi conunittee for ar1 lancseaping costs on each site prio;--;;-;pp.ovar of each
l:...-:1r:/
Dept. of Pl-anning E. 'revelopmeni' -2-,. Januaty 16, 1978
duplex site application. This will al-so aid in erosion con-trol .
The Town of Vail Planni.:ng Conrnissionrs letter refers to tJle one cllrve in the parkilg area of the apartments being assured of a 68 grade on the inside surve. The attacheil drawing shows ttris im-
proved design.
The area of the lots not ilesignated open space are the only build-ing areas where permanent buildings can be pl-aced.
We agree with the Town of Vail that landscaping wouJ-d be improved by adopting the 9 ft, x 19 ft. parking spaces.
The 22 ft. r+ide road surface and 2 ft. shoulilers with no parking
allowed woulil certainly reduce the impact of the one major fill
and cut area.
The cross country ski easenent, which is part of the common open
space will be ilesignated. on the fj"nal pJ-at. UtiS-ity easements will be provided for those designated util-ities wben they have
completeil their firral" design. These easements will be placeil on the final plat.
Additional information to meet staff recommendations to the Eacrl-e
County Planning Conunission:
2. fhe proposed maximum height of buildings to be 48 feet. Re-fer to attached proposed Planned Development Regulations,
ftem 8. Ttre Supplemental Planneil Develotrment Regulations
maximum height is 48 feet. Ttris reduces ltem 1-4 previously
submitted which was 55 feet for the apartment buildlings. The
duplex sites are stil-l- reconrnended for 35 foot maximum height.
3. The planned development as submitted is designed, with two parking spaces per living unit. lflris was in Item 14.b of
submitted Proposed Planned Development restrictions and dec-
laration of protective covenants, Exhibit K.
4. See ftem 9 of Supplemental Regulations which states sigms
nmst be approved by the Eagle County Corrnissioners.
5. No dogs are recomrnended. in '"he apartnents and dogs in kennels
only in the dupLex areas. Ttris will be included in the sup-plemental area. feuC+_?
6. Those variances required to the Planned Development Regula-
tions can onl-y be granted by the Eagle County Coimnissioners
with a reconrnendation of approvaL from the HighJ-and. Meadows Architectural Review Conunittee-
Dept. of Planning f.- Jevelopment -3-Januar? 16, L978
JL
7. A11 dupler< sites 26-*l shal-l- trave detail-ed soil,s investiga-
tions prior to issuance of building permit. Please refer to
Item I0 of the Supplemental- Planned DeveloPment Regul-ations.
8. wildfire areas are minjral and fire breaks are being providecl
similar to development in all Core Val1ey.
9. Prior to final plat a final agreement with one of the water
districts will be presented to the county. Both water dis-
trictrs board of direc-uors have indicated the abiJ-ity to
serve. TLre developer is desirous of rneeting the needs of
the C;ore Val1ey Utility Authority which woul-d be in the best
interest to continued development of a water system in ttre
va11ey.
10. The Highland Meadows Planned Development proviiles 488 useable
open space. The open space indicates the extension of the
vail skier Trail, meadow areas, additional stream area, and
access to the Forest Service lands to the south. fhere is no
definition of useable open space. ft is the devel-operr s
opinion the add.itional oPen sPace meets the needs of tJle re-
guest of the Coloratlo State Depari:nent of Fish anil Game anil
does provide useable open space in excess of the minjmum re-
quirement. There is no slope restriction on this required
oPen space.
Mr. xnight indicated to us on field trips the proposeil oPen
space as shown on the preliminary plan submittaL should be
acceptab}e. Especial-Iy if the Vail Skier Trail was exteniled
across the property and a small park or oPen sPace area just
above the apartments area. No indication was rnaile at the
TRC meeting regarding this matter.
11 . Build areas 2, 3, 4, and 5 aJ-J- reguest aPProval to build on
slopes greater than 308. Subject to the detailed geotechni-
cal investigations as suggested in the Srryp1-emental Planneil
Development Regu3-ations. The buildings wiJ-I have foundations
on fl-atter slopes or on fill-s that buttress the steePer
slopes.
12. A11 roads as submitted meet the countyrs design requirments'
The road system desigm is consistent with the Town of Vail
and all development to the east. {he county has not enforced
this regulation since its adoption.
13. Reassurance of vegetaiion is the Architectural Control Corn-
m'ittee which will reguire escrow of money as outlined in
Item 4 of the Supplemental Pl-anned Development Regmlations.
L4. Revegetation plans are to seeil al-I road and utility construc-
tion vrith the Alpine rnix as suggested in Ttem 2, Supplemental
Planned Development Regulations.
Dept.of planning r [. _-velopment _4_f Januarlr 16, t97g
f5. Build area.on-Iot 25 is lgr000 square feet. The average srope on the 10t is 1g peicent- a bi-levei structure can be situated easily on this "ii".16' The attached. drawing shows the r-ocation of the recorded 20 foot easernent a10ng-the western s10pe, s gas line easement.
L7 ' on the field- lrip to the site Mr- Knight was asked specifi-carly if parking could r" i""ria"a'-i""ti""ilr" creek stream set back easement- He ind.icated this r""rJ'be acceptable.The st_ream set back "_="rn"rrt_.1r"o;;-;;I-n-Irnr, bridges, ir_rigation structures, rrooa- contror ana erSsron protection de-vices' The pLan ptopo=""-"pg:?Iy"teJ-y_1-2 parking spaces or portions thereof so ieet oi dri.r"ray ana driveway bridge ac-cess which is felt to be consistena"i{h lil" ,r,t"nded use of tlre open space.
l-8' Apartment buitd area Number l_is directry r.rest, across Gore Creek, of th3_e1_tr:..rr" n<x9n Station. r-n" p.op"rty directlv ro the east is on the so"ir, u"rrtT;"c"r;'Er:ek designated oPen space.
19' A smar-l detention pond ten feet wide and ten feet 10ng will be constructed at Lhe iti"t- structure to the curvert under the parking 1ot.
If you desire additional_ information, please contact me.
Cordially yours,
,1 F7---\
"--" C ! /r |- J.--E'-4', t-u;(^Leroy Ei rbbler--
I LET:et'Att.:Filter Desiqn curve oesigi
Supplementary planned Development Reg_ulations
SUPPLE].1ENTA], PLANNED DNVEIC'PI{ENT REGUI,ATIONS
HIGHI,AND }IEADOWS SUBDIVISION
(The following wording to be adopted)
1. The Eag1e County Engineer will malce all necessary construc-tion review he feels is necessary to' assure all roads are constructed in accordance with the final- design and specifi-cations approved by the Eagle County Cor'.unissioners at the approval of the final plat.
2. Construction scars created by road and utility construction will be reseeded. with an Alpile seed mixture within one year of completion of construction.
3. Road. construction cornpaction and. unilerdraining wiJ.l be de-signed in accordance with a licensed soil engineers require-
ments as reviewed by the Colorado State Geological Survey.
4. Each build site will be required to escrow funds with the
Highland Meadows Architectural @ntro1 Conunittee for all ap-proved landscaping plans prior to approval of the site p1ans.
The escrow funds wiII only be returned upon satisfactory com-pletion of aLl- approved landscaping.
5. Building Areas 2, 31 4 and 5, shall have cuts no greater than
recormended by a very detailed geotechnical- investigation for the finaL building design. ftre design for Build Areas 2 and 4 shoul"d be on control filL sections which buttress the toe of these steep slope sections. Elre soils engineering investi-gations for these buiLd sites shal1 define ground water con-ditions, depth to bedrock, s3.ope stability conditions, and provide design parameters for foundations and subsurface drainage requirements. Foundations should be keyed into bed-rock if possible and the design must withstand lateral loails as determined by the soiLs investigation.
In the event that buiLding design for Buil-d Areas 2, 4 and 5
cannot rneet the above requirements by minor reLocations of the build areas, a major revision to the Planned Development plan shall be made through the Eagle County reguLations in force at that ti:ne.
6. The intercepter drains shown on the preliminary plan shall be constructed with the sanitary sewer. The upper drain
across lots 4, 5, 5 and 8 shall be installedl under the direc-tion of a licensed soil-s engineer. These drains must be com-plete in place prior to the completion of any duplex units.
In the event Apartnent Bui1d Site 1 is constructed prior to the underilrain system in duple< area, this spring wiJ-1 be piped to Gore Creek. It is anticipated. that the dupJ-o<siters r:nderdraSn systern will dry up this spring.
l'laximum building height - 48 feet.
Signs must be approved by the Eagle County Conunissioners.
A11- duplex sites 26-4L shal1 have the soils investigations prior to issuance of building permits. The soils investiga-tions for these build sites shall define ground water conili-tions, depth to bedrockr slope stabil-ity conditions, and pro-vide design parameters for foundations and subsurface drain-
age requirements.
8.
9.
10.
d
t:
N
*--
\I
t
rf
t\
s t
€5
= € iu-l'
=-E !: i iE !EE
i, a tr;o :b E;=
E€ g:?
=s
€:l
=oE' ;€I
= 6 -o tV -=s Eee 96 E :.- EE q :* rs;--5 E;E
=
8 EE E i or :ZE == := -I p ;;E
;FE 5;5
E:C E:;
Eglue;g
s! $:-5ee
o
e
L
t'.a Le
-c
DrO >&
= 5P
In o€-r-.I aZ lD Fo 5 ;N
= 9..: 6*F N6
z ze
9o
E t!<
Jro
\
\
,'}-:-
\
\
{
t3 \
{
(
$cl
d g ;3 I € ti o E 53b u €E:5 sfl5 j o!t+6 :Eg c O.Er Q ' lo3ts t co !.<=94 q 0rF o F E5F.: egig
:' I I - e X -lt'9N
!., d! oE .2 E,;-.EC ;E -d;g ta4 g*zA.iE&.jtrFei..5
t;6vtrco *;;l:9i ">-.:o:-l!-rF;5r Fa-e..-sE5
i;FEi 5;
i. EEEEE,^
r!< 6 Lt
j
:Fr. ; =! ;t5L r o
€ Fs ;;*i" EE';I F !' !rA EZ'---,.QJ -., l 5' P =;<E;> =5-!!E : iE€:i Esi i ; c o \-: "'o !a t' -= :*D o f : E 9 3 ; E::;e E€g?; 3. ;'i:: jls;
G o oo!E.J= i:trt 6- e *: d.E g :;i- >,?rB H!:gF;.i;E
-i: 1-=., q./c-oL El: t?zEi;ii:*F:EJYi3:I.'r!Ef +j-:?li3:€.4r3:-=
tF$ 5Fi;:€;r;:;:.q | 9-'i:: c.i j scE-e"r..dlt:3:Fse9'l?E?:i=. F:; t:+...i.iZ:zaclii!o !;t'-F,i;!,5 g EZiE;.
f;if iiF;liiF;j
$. iEE E
r €: r e 5 g i ,E ; ;; : E F 3 f. is ; 5; i E i : * €l
€ s; a"; i :gi iifi d g E= ;i; i !s"5 gsE; E,; Fi li; i lri *riF !i
".e ;: 5Es F;;i5 €l;El;;€i,i:,iri !e::; EitE;;i " =i;;ig:Fi ig;Ei Ei;i'tE ; :oE5;?c;Et ;::;: ;i:!;Ei g i:;;;;;f;i;iiEr'ilig;gi E ii?t'?eil=Ea E ';&28-=A*E ;i ; .Ef
d
?r :ct
n
'9!,
\.r
l;i F;; t;; i';iF{ iEI :Fi ;EE,E:g Fcf gE€ EEg gF.; gF.; sF; gF;
:i ;iE E; ;eA _
g ;Ee EE ;E F
Eg :EF 5g iEE €E EEE EF EEE
EE s!: gs sei i; i;* ;i iFg
FE ::i ii i:i +; i:€ i€
=i:*€:EE +E aEc +!.:EE q!.iEE
:gEgf;E :iEf;;E :iggi;3 iEEg;*s
f+ .' d *; d d *r d d *; d d
d.;i*
-o.8=.xP
o r'g i_E.Eh 6:EtCs s;
rr I .E .9 x or:E. c!,
= vi<9E\9 x F :-996 -9€x E>E -g;
'
---' e >;Fo.E 9P o L- - -: : a 'cs?! E EF E ;iie i I!di
€ E.€- o 6 6 r' 6 rt;P ? "=ieo ;a;i5; glgEE
3:; i?"9 ;;i:E U= e P 6 -':- o : ;iEsgi i*sii '-: :'.s:Fg ?lii{t rl5:gE 55;EE
= 763.958 i..:o": gfFE:E *i scs E EErs;5 !g!;g 3o
: d d ;{d d
aDa
I +es g?;5
E€
<E
d;s=
E<
:::,r
5t t:
EE
=t E!.E!
E!
;;
3r
3!
€_..3 i E*e " l! s s tgi:aE +Ei E F Fg lpEff F F;"3:.c EF E!u;E€ "IigE Ei i
E ei Ei#ei : iiii;.gi; F e t iE aiEii;: : =l:i:i*tsi i :i :; Ei:Fr:sEE;i;!F=fiEiei F : ;€
B E s! E3iii:iiiE ?!!i:e:iii EE F i u E; i;E!:i6i5i r;i:iEiE;z li
E E ; ;5 iiE;iFE;E; ljli;;l:;; i;
=
l c i ;:,i:5iil:i;ii;gi:irig;
i'E g i I 7 gi;; ; ir; .; *:
ZlLA E oo; J ;
E
!:
3
t
E-4,Eit
==F-o
GTI
E:.{:>Ed !=l
cl
?2,<
E5'a,
=,=,<!
a{A.
Er-C'
E-
ar=
tr<
<
E4E E'
--..
Ts,
Barlie Mountain High school
Minlun, Colorado o 949-4490
Miniurn ll idCle School
Minlun. Colorada c 827-5721
Red Clif t Elementary
Red Clift, Colorado o 827-5832
t Eagle V,rlley Jr. - Sr. High !,chool
524 i511 . Gypsum, Cetlorcdo
Eagle Valley Elen,r,n12ry
315-6981 . Eagle. Cotorado
McCoy Elenrentary
926-3636 t McCoy, Colorcdo
Special programs
827-5775 . Mintun, Colondo
Meadolv Mountain
Mintun, Colorcdo
Elemenlary c 949-5343
EAGLE COUNTY SCHOOL DISTRICT RE
^OJ 328-6321
Eagle, Colorado 81631
Ottice ol the Supeintendent
February L6, l-9?8
Mr. Tim carton
Vail- Intermountain Associates
P.O- Box 7O5
Vail, Colorailo 81657
RE: Highlanil Meadows project
Dear Mr. Garton:
Pursuant to our conversation regarding school Land dedications or cash
i-n lieu of and after working out the formula used bl' Eaole County for same,f have determined that the land dedication would equal 1.Ol acres or simply,
one (1) acre.
Since one (1) acre is not nearly enough land to develop as a school
and in view of the fact thaL Re50J has no intentions of placing a school
this area, we will require cash in lieu of the land.
Your offer of $5,000-00 for school dedication reqarcling this project
acceptable to the School District.
If I rnay be of further service, please contact me-
Sincerely;
Edr.r'ard
Manager of Buildinqs anil Grounds
cc: L-A. Harnnock, Superintendent
".Pag!e County Planning Department:
EJK:pe
!:CFI\/:D
FIB I 7 1978
-'- - -- ' ' /r&i 6, ./eieL
ECie Coury, Cob
site ,
in
is
Mr. Mike Bl-air
f{o
H o (,
.9
d
|!l
o)rl <)
>,-r)ii a
C)
o t-l ts!6
ts]
!{tr a Et
J
(,)
=H E
E.
I
I
:
I
t
)
I I
)
(o
(i\
(f\
lt to(ol
or
o{
I
o\c*r{
x I
o
p.
o d d l{is io rc)
!q lTo 6 ,li I t>u(o
J'd
)d ,.9 5 :.'il
>o rl r(\Err\
d
q
d rl
q.l o t o I
$
H p.
c)F
>r 4)i;I o (J
cl(c r-l (f E0(f
,s'5 t(cro Sc.
+.!
.d(
.tJ J 3o JJ
O-oc
.6"
I
4C r(1)
1fi,
I pa ) 5.) t/l
I I Cl .;g
ob iE to j<,
: .r{ix ra
D .ct +9 .T kct O -rJ .o oio
H-3h IE
)JJ fx 1E o"E{O u-l co,p>F{ o)pa
ta d
r6t
+t q,q gF
od
Oo<a gr
Hlo flr co 6F r{f A{F
crc .Cc lJtr
P!I-{ ..ts .c i:{:i .-l{
r0(
EI
\r .O- t'
Frr OJ
o Fl
O ..,q
q
gl
J)il o,
e o .pr i6 P (,l
q
q,
+){i
ts
,00 iq,
l4J t,r.H
'E ,p rU {gl
6 .^h
1s.DO )
a, bi
) .rl nk
DC)L:E
F o .r{
.t
F
H o Ct
;1
h iu
+)
F lta
t (D'
+l{o
4)F
(D .rl -c 4i +E +tr .50 Ct 60d C 'rl 'do
diu 0)t q+)o. F{oF
lta h
.d -rl 1.. C qto E5 F 9S
!)O
-30 .F
d!.r 4JF cr Cts Fr
o C'((r+
o:e5
o.{.{J
ra €.1 ol :-rl I '9r
,tsi .
|'n 'c>cFl l6
I r.P rql )c):e
l9 tt{')
) ..J
){J t {c io 5c )o .r{Dd|i ..{j(,(,qd -d
d dh -t c)o ot
-l (,r-{ trt qt C{.cd gt
ro
tr ..{.r{ O t{ 'o or(''
o v, gt .r{ t<-c ru tso{
Q+.a .rt {)t{ .It o d60 oq o'd
|-l
oq)F{o
(o0
__b br
=lr '13 6 q.fi
fio o+tf\!nC
-+tll E0+.dF c9
rJi rl(
ao tr(OJ a(ot 5 I
c\C) 'l l{l \.r
E o
€'
+(',
c)
=gl l{o
o .r{
m
(D .-l
o o
o)
1)
5
d r{(D
c).o
r{.-l 6
gt
h0 c .rl
H
o)
t/t .r{s ti{
rll|,s !l ui o U l.l
aza _ .-.4 n 9'
''
E .'|rrulo o irl >r
..qrc'cll|l
^l\
= nrqr<o
=<=Y tn -&J
- ll N: ll',-. i: r- 'n tr
= u aa s Y=-U ;- F- !: ,- <:- JC.:.-oor Y :- 1l--;- .J UF! O
- !.l =tn (!' <
= ^ !:l'l -.t H LiX c:^ . aa z
.- o =-H = \o <t z v(\
.. L:.-4 Ec.=FF.a 0336
- o- r"u >. !2q^,.3:; =i39 ..4:a ,l # ie -- .n z
=-;
. >r Z< z Y5 0-.-=E8 "UxE
== iic,rc--O FCJ C r- !'.-7u := e-?-?z
== |n;::('H
=Y o llx C -'.-Cc't,^ rI'r >S z.o<E :; .1.F
=A (J-:iY >r-roo .- >i 5-..e.z9 r...L=os- -d5=
.-o'l
==
!R = dr
"i'== v: Uq :'- I::z(/1.-:,., i < ,e
:- o:
-= cu:ua - j o:=-
.-*: _.-E<F6 i=?;x-'EEr'-'-:f Fi Filr -tb9 c'-Y7;-;-iro&l<
"coi ---g F:.s'S:F€l.=ooa\crEx.^_'-ji9:i-.i -;':iE :=; -.:'slt.r 6r"i'
:;-;<ootc.r ' €''1 <
aal;r,b'a f =-r
c.:cF r,: ":: ':j OzOs
9r2* Z?rzr.u?, i7;*h;o;ililil 3r-=-:-:= ---- F !:=;;cc.<ctaac!1li--
n .:: . < < < c i" o =
u=Es::lr,rF<3<:l -..;3Ll.l*:;li
::;:::-:=sIF.
'-{(\Clol-"o9:...-i.|oo::oooe'--':J t-- ,rt '-: r- r\ a @ - \J t- tL r.!=.!19-:^...;
=:z t< '.3 7::: '': H 5!o s-
'.'. '.i )'- c'
-. :- ... .-_.r a rr _ ..r J t;, "J ._1
:' e -': r
= :: :..
i' '' t' J
or hr z,ur{a1 1 r.a F hH >1 -;; 3s 06l &l
= o -9)o '1 ,..-fi -:x ?.=7 z
= {@ 4 s F'r ";r tn' F g :i F.-ll z ;. o,u Q -' -a !r- -l a! <ro _ co€
.' F atta F H : t.:JE O ;i rn (J ..l ll
E--2,=
- a|ufl F > rr a\=o o in o F..'-F ! a.-38 ll - tnnz ti Y - .a< C i . 3=s"fl u 2ot1 =0J __ r:l_a ct
.c z F,!,2< o s -fi=',..{.:.:O :l -.. zo\0 -'"{ I(/D slF{''| n:5 AA i6-s=-P :: t= 5c";=3 9 .no:o-E:
= q a.- &.cla z r{ =(' <\ Er O r'{ =< o-tg! u dO r(J
" ; - U|ncle'e e -2= ifre,
€ E =H.ErE 6 ,- -; '.tZ.d c-O.ct z Z r! c_d F{ F>. crs .r-: () :.: (::\c'
d n -c. c a'. @ -')
(d c) 0< _ i -s; i Il ska-
d E ' z.|=sitZ
g-l -l -{d E-oel H O P ) ctzoo o 3: O 2c-
B E H 3E :iifi:
3 S E. E;;:EE d
=l
-'-<e.
"' :: :'. c< c;i c'- e o99:ts
O - . caE@ .rl zO !.i9o\c D -O Z(J- c\in ;< c: .'1 "';i Lt oF.nor J:6 E4.9"-=i Fl 9X.-it =;;^-z:r'.3 v -_:,_ -
'-- 55=o3 > =3uLi zt r.i:Hi -5 d L:=.-_-A6 z =r'!:^
^" lr: - .-F{
=| .-s i Ot_oF t; ;' e' 'u ul<'J - Z e- F !t - -,:
k,i aH-li
" - u!i.,1no ..i J
t6_'-:
OF:t': - i'
J cz "t La (o lJ
- t': l_i 'r fr' t'r 5
< - Q 'i O:: t'
cl\o\
rn
o
tn
IJ .;{
.-l
.r{q {it dc r-{ <)A€.rl hql lr O)dt{
.it -+
.E S,6r.t{O O{ C-l
m F+2 os d0)
oPr Eq rt c)F: >(E()r-{ tf
bP +?
(o€
F- q)lc C.- q O\(u I r'{qtr.(t)
O .{J 7,m o)o5 r{(r .d c)
ol Fl 'r{o(s gqu)O .rl
.r1 (l0-
,rl C'- q E O. '-l Er{-P op o -C .-l oo
-b.H 3 FTE 6e- uo ()N q
c{ d'E ooo
NN
,9 *t
P.5 f ;i,H E*.F o.rl o F a\*'8dx
.rJ.O i6 bO O c'{
-dgd +) .r-l .O ' F{ tr-c d (0 o+r OO.r{.h=t3 t.3 3 ,E
-ts'd c H 9 F +?'-l d*'E--t itr d .-{O 'rl d!d CJ F 'nd H oo 3=?f;.F{ r-l O 5{.p l-{ o (s
€'g ss
Ede g< 3 oo .b?'Ho q 5 r'{ ri O bt)t€FE
o
h0 "d c(o .Hlr l.{o d r-l oo
()-.rf C)Jd p:n
q{ q{oo
c)oh .r-l P {rtr o:t 7O C)
I
u. s.F - s.
Box O
Minturn, Colorado 81645
. ATTEN: Ernie Nunn
B.L.M.
P.O. Box 1OO9
GLenrtood Springs, Colorado 81601
Pauline Elliott
Box 7L
lrlinturn, Colorado 81645
Richard Elliott
Box 873
Vail, Colorado 81657
Claire & JoY Elliott
Box 822
Gunnison, Colorado 81230
Maxine DaleY
?24 lfestrvood Avenue
Moab, Utah 84532
Daniel Murray
7o Hugh King
Jenner & Block
#1 I.B.M. Plaza
Chicago, Illinois 60611
Gore Trading Co.
% Peter Cosgriff
Leadville, Colorado 80461
Vail CitY CorPoration
1OOO1 E- Evans
it69C
Denver, Colorado 80231
Colorado DePartment of HighwaYs
P.O. Box 598
Minturn, Colorado 81645
The followi-ng are adjacent properties to
iienlanO }teadows Subdivision
i"Er" CountY, Colorado
f
E
(1
$F F[fiFIiiilfffi AI{D
ItcDonald Bldg.550 Ilroadr*'ay P.O. Rox 1?9 Eagle, Colorado ltlG3l
16 February 1978
High Country Development
1860 Lincoln Street
Denver, Colorado 80203
File No. Sp-9?-?8 - PreliminarY Plan
Ilighland Meadows Subdivision
At their regular meeting on 15 February 19?8, the Eagle County Planning
CommissioD recommended approval of your preliminary plan subject to
the completion of a firm tvater agreement and an agreement on the
connection of Vermont Road to a County road.
ltris recommendation wilL be forwarded to the Board of County Commission-
ers attheir Public Hearingon l\'Iarch 27,1978, beginning at 10:00 A-M-
in the County Commissioners trleeting Room #103, 550 Broadway, Eagle'
Colorado.
If you have any questions, please contact this office.
/224;-z Terrill Knight
Planner
r n/JK
cc: Board of County Commissioners
fim Garton
Leroy Tobler
Irl.r::::i:rl IIL'tr:r::rr,.n: I'l:rnrring C,rmmi"'ion: Sr,l'division, Rtzoning. .,1pg,lic;rl ions and IL'r'it,w {3(l3l 3:ltl-6338
iir.ii.ijr,r ()iii,i;i: Il'ii,ljng I'r rnlils :rnJ Irsl't'cli,rn, Zonir,g Admini:trrtjon {303i l3!{'6339
EEF&NTi3 Ei{T Dgvfi t0Fi::1HT
EAEIE O8[iTY
A
E-..'
F.iJ Ei' E !l[$EtfiF:lfiiiT PtAIJigii{e &aTiiEi{T EF fi i{B
ItlcDonald trldg.550 Rroadway P.O. trox l?9
25 January 19?8
Eagle, Coloradr, 81631
Iligh Country Development Corporation
1860 Lincoln St.
Denver, Colorado 80203
Re: File No. Sp-97-78 - Highlaad l\lteadorvs
At their regular l\'leeting on 18 January 19?8, the Eagle County Planning Commission
tabled the plan review of Highland \[eadorvs until their meeting on 15 February 19?B
in order to bave the following items finalized:
1- water sen'ice plans and agreement u'ith specific water district;2. Filter design for runoff from parking lots;
3- Plans for recreation and park facilities rvithin the common openspace areas;4. Plans for provisions of an emergency egress I'road" from Vermont Road to the
I-70 frontage road;
5. Revised road plals to include revegetation plans;
6. Determination of school land dedication payment;
?. PIan revision to indicate no construction within the 30 foot stream setback;8. Correction of covenants involving fences, building heights, and Board of
County Commissioners requi.red action.
The Planning Commission also recommentied that the plan be amended to indicate
parking space sizes of gt x 19t with the area saved by the reduced paving being
committed to landscaped openspace, and that the road shoulder width be reduced to 2r on each side. The final plat should shoq' the ski trail as a pedestrian access
easement.
If you have any ouestions, please contact this office.
/t 4 t/ J.z. / /,/-234|{4 j(.". 1a-{/- --L i^'ih/14
ferritl Knight[ /Planner tt
TK./kp
cc: Board of County Commissioners;
Lerot Tobler. KKBNA
I ' I ; r :
'
r , i r r r ' - i t. :.:rr r:r.nf t'l;r nning (-.rmmissir,n: Sulrdivision. Rezoning. _{pplicrtions and ltevicn. (30J} 333-633g
llui:.!r: r: llli:'i..1: l'- ll,iini t1.:-rnirs ;rrrd In.i,r.clir,r. Z ,rring r\d::ri:ri.i:rtirn ijt13i .!:\ 0:i:.!g
E4ntE [00i{TI
Box 386 - Eagle, Colorado 81631
fe11i]'l Enight, Asst. County Elamer
% F'egle County Elanuring Dept.
Box 789
Eagle, Colorado gl'63l
Jararary 5, 1978
i-i-'- - ' '.l)
JAN 'r i 1978
I'epl. 0l li;:',n! - . ..,,,
Esglr i,r,rn:), Ccil.
Terr{'l 'l :
The llighlanil l.leadows prelirn5lary plan rras sutanitted to the r'.agLe County
Soi]. Conseryatf,on District for revlew and corrnent.
trfe have the folJ-ow5lg corents:
1.) I{e r+ould suggest t'}rat the entire slte be planned for e 1OO year
stots. This woul-d irlclude cu.lverts, drairage area, and bui.ltltng
sites.
2.) Erosion control measure and/or rip-rap should be placed j:r tbe
proposeil draj:rage dltcbes uhich vdll- nm alongsS.de of the proposedl
roade. Tbis wj-l1 help to prevent gp1J-yjng and sedimsntation.
3.) If at el] possible, .cuts proposed should be at least 2:1 lnstead of the proposed 1:/ this wil-l- a]low for a better chance of
establ-ishirrg the proposed revegetation process.
4.) As written on the propooed dralnage p1al, constructlon of lnter-
cepiion subdralns wjII ocqrr at ti.ure of constructiag mads and utii,itLes. I{e lrould suggest that this be deftned prlor to flrra3.
approva-L lrt order to overcome possible problem,s of locating roads.utili-ties, as well- as 1ot 15re changes and changin of briJ.ding
sites.
5., ?he 1@ year stom dralnage'area should be defined for the rnaJor
dra::rage area abctre Traet B. TL'is r.roul-d help to deter:r.i-ne jJ there
r.rorld be arqr conflicts with blri1di-ng sites in neigh'ooring 3_ots.
5.) As i;he grading and drainage pian indicates, the naturql- dra5rrage
channel nrrue5lg ihrough Tract B and above Buil-ding Area ) $r!l-l- be
J-efl open. Tiri-s couLd possibly creat problens rn':ith ssrere guatyi$g,
esrrecia'i lv with the amount of r'=.fer runoff than can be expeci:ed
a-nd the steepness of slope p:'esent. It coul-d al.so pose a problem
wl'"h darger to the bu.5J-dirrgs bel-crrnr, as a vol-ume of water for a 1OO year storm projected for this area r"ror:J-d be hard to control,
especi''I ]y in al open channel.
'iJe i'roul-d s..igesi tlai
"he
crrarrnel te pipeci unrierground e'l'l the ralr
from '*he ;irop:sed v'oad i.,in ?ract ts to the gr"avei iilfer aiier the
pro.co sed parklng 1ot area next to Gore Creek, lde r.nr:ld al_ so augest ,.-- , ., tha'" the size of the pipa iie 24tr for the enii_re CIB:ance.
.-. 't-t'' -,a t. '_ -:-,9ud Caies, Fresident
RICHARD D. LAMM
GovERNoR
JOHN I!. ROLD
Diroclor
COLORADO GEOLOGICAL SURVEY
DEPABTMENT OF NATURAL RESOURCES
715 STATE CENTENNIAL BUILDING _ 1313 SHEFMAN STREET
DENVER, COLOBADO 80203 PHONE {303) 839-2611
January 13" 1978
RECJ:'.'FD
lnrr r - .'.-.-
-!rii',1 I I tilo
Michael S. SLair
Eagle County Dept. of Planning
anil Development
P.O. Box 179
Eagle, C0 81631
Dear l{r. Blair:
Dtf,! i,i 1,.;....;i;
Es6ie C:u..t.r..
?.E : SP -97 -7 I IHLGI{LAND UEADOITS/P3EI.
PLAT{
Colq
lile have revl-ersed tbls Plan 1n <letaLl anil have also gone over it with Leroy
Tobler of KIGNA aod Bill Gallant of Charles S. Robinson and Associates.
I feel that baseil on an excellent geologic inves tLgatl-on and cortiDued con-
sultation wl th the soild engineer that these proposeil plans are very
coupatible for a difficult site. There are a few areas of conce::n that
w'l,l-l needl addf.tLonal investlgation-
1. Ttre deep fiLl on Vermont Road will requlre a detaLled site l-a-
vestigation before constructlon anil close supervision by the
ilevelopers solls englneer and the county eogLneer. A11 construc-
tlon testing (ilensLty tesrs on fiLl) should be reported ou a dally
basis.
4.
2.A11 areas of no builtllng shoul-d be outllned on the Preliuinary ard
finaL plat.
3. Aoy structure placed on BuildLng Area 2 should not cut into the
steep s1ope.
A note should be placed on the final p1-at that in effect paraphases
the stat-eaent in the letter to Tim Garton froro willian Gallant,
dated Decemb er !' Lg77 ' as conceras buil-dlng sLte 4. It should
also be stated that a site specl-fic investlgatioD may iDdicate that
this site is not feaslble and that the P-U.D. uay need to be
altered in this area.
A11 intercepter and other subsurface drainage systemq neetl to be
installed and inspected by the solls engineer and the cormry eDgiDeer.
This phase needls to be finished before any developEent t.akes place.
GEOLOGY
S]OE\,' CF TH: PASi...IiEY TO TFiE FUTURE
5.
(.\-
]l:::-:e1 S. Blair
Ja:- -:arr' 13, 1976
Page 2
6- Devel-opnent of the r{est-upper meailow r.s feasible but like all-developneots wtLl need good construction supervision.
rhe c-G.s. wil-1 be g1-ad to work with all partles on this project as it for.-ard.
L. R. Ladr.'ig
Engineering Geologist
LWt/dks
cc: Tin Garton
T
mountain
moves
SincereJ-y,
(.
EELGFaAEStrl FEPAffiTMF&ST ffitr F4FALTB+
421A E.11TH AVEI.4JE DENVEFI e,cla?'o PHg\rE 3AA-6111 EXT- 329
^NTHONY
ROBBtNS. M.D..M.P.A. EXECUTI\/E DIRECTOR
DATE: January 13, 1978 i . ^'=i'.':D
.iAl'i i ; igl8
ic,,i. !,: I,- ;.l'- ''"
Esgle C.'intY, Colo'
NON.STATE ASs I STANCE
REV IEI.' AND CO!{HENTS
T0: Michael S. Blair
Eagle Coun ty Planning Dept.
550 B roadway
Eagle, c0 81531
T0: NA
PROJECT TtTLEl Fi le No. Sp-97-/8 Prel iminary Plan
Mea dows
STATE tDENTI.FIER: NA
COHHENTS DUE BYI I/18
- Highland
5 UB J ECT:
Yes
Yes
No
HO EJ
ls this p roj ect consistent with the goals and
obj ect i ves of th i s agency?
I s there ev i dence of overl app i ng of dup I i ca-
tion with other agencies?
ls meeting desired with appl icant?
A l5-day extens i on is reques ted.
u
fi
tl
v., l-i Hoiil
Yes l-l H" Li
Comments: Water Quality 6 Engineering: The Division has no objection to this proposal inasmuch as water and sewer service appears to be presentl y avai lable through establ i shed r.ra ter and sewer dis-tricts.
In accordance r,ri th Senate Bi I I 35, any development serving more than 20 people must receive site plan approval from the Water
Qual ity Control Commission before construction of sewer extensions wi I I be al lowed to cornmence.Any const ruct i on undertaken shou I d strictly ad he re to an
app roved eros ion and sed iment plan i ncorporat i ng mea s u res designed to minimize possible contamination of area waters.
f*'+rxc x xI I R I * x Fx f *pnrx
Ron Simsick, P rog ram Administ
S0C-3, Feb J7
ATTACHMEN rator
EAGLE E&UNTY \.
E}WI RON$IENTA], }: :;IT}i P.o. Box 8so
EAGLE. COLORADO 81631
I
BOARD OF COUNTY coM M tSst oNERS 328-6809
ADMINISTRATION 324-6674
ANIMAL SHELTER
949-4292
ASSESSO R 328.6593
BUILDING
I NSPECTI ON 328-6339
CLERK &
RECORDER
Eaqle 328-6377
Baaall 927 -32M
COUNTY ATTORNEY
328-6674
ENGINEER
328-5337
ENVI RONMENTAL HEALTH
328-7718
EXTEN SI ON
AGENT
328-5370
LI B RARY
324-7787
PUBLIC HEALTH
Eaqle 328-6594 Vail 476-5844
PLANNING
328.6338
ROAO & BRIDGE
328-659 |
SHERIFF Eaqle 328-551 I
BaEalt 927-3244
Gilman 827-575 |
50ctAL
5E RV ICES
328-6328
TR EASU RER
328-6376
XEMORANDUU
4tCFri,^
'-t ;'/ |- , r - ''-U
,";:," r 6 B?/
**,tX;;,;,0",",
TrO:Michael S. B1air
IROM: Erik W. Edeen
DATE: 14 December 1977
SUBJ: File No. Sp-9?-78 Highland ll{eadows
High Country Development Corporation
1850 Lincoln
Denver, Colorado 80203
COMMENTS:
1. Lot 13 does not appear to be provided with an easement for a gravity sewer tap.
2. The drainage plan is inadequate. li{ore detail is needed on the quanti.ty and velocity of surface runoff. Iyhat sediment particle size, are the gravel filters designed to remove?lfhat type of maintenarrce progran will be provided for the
sedirnent filters. Performance analysis & design criteria
should be submitted on the surface drainage filter systems.
3. Water pollution load from road cuts and fil1s should be
calculated.
4. Impact of sedimentation levels on Gore Creek caused by this project shouLd be determined.
5. The large surface parking lots appear to be located too close to Gore Creek, a buffer area is needed.
a^C. ) /i.vci
"'Un /f t' 4lka.,z--
ERIK I[. EDEEN, R.P.S.
ENVIRONIIENTAL HEALTH
EWE: sac
/:
_,Ai{ - : iJlB
U.pi. !,i r,_.ij.;jA L Uevel
f€8ie Colnty. Cola.
department of community development
January L2, L978
box 1O0
vail, colorado 81657
(3031 47e5fl3
Eagle County Planning Commission Eagle County Courthouse
P.O. Box 179
Eag1e, Colorado 81631
Re: Eighland Meadows
Commissioners:
The Town of Vail- Plannlng Cornmission has reviewed the Highland Meadows proposal and recommends approval rvith the following sonditions:
1.) That great care be taken in the construction and revegetation of tbe roads on the site.
We suggest that sufficient money be escrowed or that performance bonds be required to guarantee that the landscaping and drainage is adequately compLeted. l{e also encourage the County to carefully supervise construction of site improvements.
The cut fill situation caused by Vermont Road crossing the large drainage in tbe center of tbe property combined with the severe cut situation immediately west of this drainage,at the intersectiou of this road with Vermont Court, creates a higb visual impact. Extreme care and supervision of road construction and reveC;etation in this area should be exercised. Easing the 1 to 1 banks along Vermont Court to 2 to 1 may help ensure a more rapid revegetation.
2.) That building envelopes be placed on al1 steep lots and that these envelopes appear on tbe Final Plat and in the protective Covenants.
Page 2
3. ) That adequate fire protection be
provided. The Vail Vj-l1age Tilest ffater
System cannot provide fire protection to
tbe Upper 14 lots because of their blueline
at elevation 8080r. The applicant has indicated
tbat the blueline for the fntermountain Ifater
District is approximately 8,170'which would be
_ adequate, but should be verified-
4.) Tbat the 42 ineb. fence reeommended by the
Technical Beviern Corunittee be dropped. Ile feel
that this fence will do little to protect the deer
or eIk. fnstead of this fence, rve would reconmend
that no dogs be alfou'ed in tbe apartments and tbat
dogs be allowed on the upper lots only witb
the prorzision of kennels. There should also be
strict dog control measures provided in the
Protective Covenants.
5.) That the size of required parking spaces and
road surfaces be reduced to al1ow for less
pavement and greater landscaping. ITe suggest
that the parking space sizes be reduced to 9 feet
by 19 feet and that some aLlowances be given for
tbe provision of mini-spaces. lVe also recommend
tbat the roads servicing the duplex lots be
reduced to 22 feet pavement widtb witb 2 foot
shoulders on each side and no provision of parking,
curbs, gutters or sldewalks along the sides of the
road. The recommendation assists in minimizing
cuts and fil1s. This reduction makes it extremely
important that accessible and adequate off-street parking be prorrided for all of the duplex lots.
6.) That the radius of curve leading into the main parking area on the l-ower part of the site be
increased to allow for better accessibility into this parking area.
7.) That a cross-country skl trail across the site
be provided by the developers.
An easement for this irail should be provided
and shorvn on the Preliminary P1at.
8. ) That all utility easements be shorvn on ttre
Preliminary Plat.
Page 3
The Vail Planning Commission feels that tbe densities
have been reduced substantially and are acceptable. We are
confident that this development can work, but urge that extreme
caution be taken in all phases of construction. lTe urge that
the developer and the Coulty take all measures necessary to
insure that as little destruction as possible is done to the
natural environment.
Sincerely,
VAIL PLANNING COMMISSION
ED/di
ii'o"{*
chair'iGn
F
C.J. KUIPER
State Engir,eer
DIVISION OF WATER RESOURCES
Department ol Natural Resources
1313 Sherman Street - Room 818
Denver, Colorado 80203
Administration (303) 892-3581
Ground Water (303) 892-3587
January 6, 'l 978
RICEIVED
JAN i a 1.978
'"'\;I'lii;;r &;*"'.
Mr. l4ichael S. Blair, Director
Eagle County Dept. of Planning
and Development
P.0. Box .|79
Eagleo C0 8163.|
Re: Highland Meadows, File No. SP-97-79
Dear Mr. B'lair:
This is to acknowledge receipt of preliminary plan material for the
above referenced subdivision. At present, the developer is uncertain as to vrhich water district will serve the subdivision. The Vai'l Intermountain l,later District and the Vail vi'l lage west l^later District have both agreed to
serve the development if it is annexed to the district. Informatjon availab]e in our files indicates that both districts have the resources avai'lab'le to
:grvg.the 234 proposed units jn Highland Meadows. We recommend approval of the Highland Meadows; however, we wou'ld appreciate notifjcation when the
deve'loper makes final selection of a water district to serve this deve'l opment.
Very ruly yours,
Jeris A.
State
Dani e'l son
Engi neer
JAD/GDV/pJ.I
cc: Lee Enewold, Div. Eng.
Land Use Conrnission
'I(
(.{
()neParkCentral - l5l5 Aropohoe street
P. O. Box 840 Denver Colorodo 8O2Ol (3O3) 534-1261
R[CI!VED
JAN 0.1 iil8
l,eJt. r,r r,;;;,r :rts it !!i9t.
flgte Co:rniy, Coto.
January 2t 1978
Michael S. Blair
Director, Departnent of Plaruring anil DeveloSnrent
P. o. Box 197
Eagle, Colorado 8l-63L
Re: Highlanil Meailows
Dear Mr. Blairs
western SloPe Gas CornPanY has
of the above captionedl subdivision
l-ocation of Building Acres 3 and 4
facilities.
revised the preliminary plat
and has sorne question as to
in relation to Westernts
Please be adlvisedl that Western wil-I be represented at the
regular meetirrg on ;Ianuary l-8 r 1978.
Very tr:u1y yours,
t-,
.. -:-^) _-1:-.{ tE-. .,-,--a -":,-.-"<:i;-r_if
Donald J. Brungardt
S enior Right-of-way Agent
otB/Ic
EAEIE $8UNrr
ii[;"i:]T:: E i;T I:tl
tJE
Itlcf hnald llldg. 550 llroadn'ay
9 January 19?g
P.O. Box 179 Eagle. Colorado f,lri3l
llczonin13, ,4yrllicrtions and lt,vitw {:}tt3t 32t.613\
.,1rinrr:r r<r r:tl irrn l3U:J) J:lti-fi3J9
FTAIJ[J E if fi AI'IB EEVETff}:JEffT
High Country Development Corporation
1860 Lincoln
Denver, Colorado B02Og
Re: File No- Sp-9?-?8 - Highland Meadows
ltre Technical Revieur Comrnittee for Eagle county (a group of technical advisors from various public agencies) reviewed your application on S January 19?g. They offered the following comments to you and the Planning Commission for consideration of approval and use ol the property:
1' Ihe drainage off the parking lots in the high density area looks tike it will flow directly into the creek. Therefore:
a- there shourd be detailed, engineered firtration galeries,b' there should be submitted information concerning the galleries!capacities, maintenance and'vhat witl be removed, such as particle size, oil and anti_freeze,c- perhaps run-off courd be channeled into grassy meadows-2. The whold site should be planned for a 100 yu*" .tor*.3. The unbuildable areas should be identifiecl on the finar prat.4' It is not advisable to include the upper lots in the southu,esterly area of the property, beeause of the road cut across the major drainage area. perhaps that southwesterry area should remain open and crensity be increased elsewhere.
5' There should be no dogs allowed in the high density area, and there sbould be either a no-dog provision or a strict requirement for kenneling in the low density area.6' the southerly and easterly boundaries shouLd be fenced rvith a 42,, fence with a 12" kick space.7- Building Number 4 is in a zone 5 georogic hazard area, and the charres Robinson retter recomrnends against a cut in a zone b area.a- The area needs more detaired geologic information before a building can be located there.b- If the building is not feasibre because of hazards, it should be relocated or dropped at preliminary plan stage.8' some sort of erosion control , such as those measures used in Vail pass ' construction, shourd be used in the ditches alongside the roads.
I'lannirre I)r.prarlmcnt,'I'l;rnning Oonrn.rr.,.ion: Suhdivi,.irrn,
lluil'lirrA ()lli,.iel: liuil.lirrg l,(.rlrirr. rrrrd ll:1rr,cri,rrr. Zr,nrrrrr
s
-2-
9. Ttre school District cash dedication must be made, if it hasn't
been paid.
These comments w'ill be forwarded to the County Planning Department
commission for consideration at their meeting on 18 January 19?8'
If you have any questions, please contact this office'
Temill Knight
Planner
rK/jk
already
and Planning
cc: Board of CountY
Tim Garton
l,eroY Tobler
Commissioners
:
:
i
I
4
{I
i i
i
.t
5
.:
fi F I] f, ft ri I I fI | ? rfi Gri&l.iitB g,lIA{ A
i\lcDonald Bldg.
i'1
&F FtAliltgffG &FtE E.q!'Etfir;iHi{r
550 Ilroadway P.O. Box l?9 Eagle, Colorado El63l
Re: FiLe !lo. Sp_g?_?g _ Highl_and iieadorr.s Eeld,ronrental Inpact Statenent
At. their ieetixg of lecenber 12, r?72, '"he 3oard of county co;r-nissioners deternined_'-ha'" ihey. r'.'ould. acce;:'" '"i;'environrenial i:,ipaci staterent, on Decenber !2, 1977,'.;hich date ii one..t.ur r.{e."-;; Ja;ior, ihey as}:ed that vou be ar..are 'Lhs'r, lhere is a chance thai ihe ir_;;;; conni-seion nay not recelve al"1 sia'"e agency conments because or ',,r:e iate sub:rii',ai.
If you have any furbher ques..ions, piease con',,act .'.i s oiiice.
furryq Terr:ill '/oag;hi/
Planner /
ligl 9:,-t:y Deveioprren". Corporation
IOOU IJNCOIII
Denver, Colorado 8O2Ol
1f Decenber 1!ff
Rczoninq, A;r;rlicati,rns :rnd Ik.r,it,w 130:lr :J?\433S
:'rrin:ini.stratirrn 1 :irJ;rl :l:S"(ilt:tg
I
i
I
I
-l
!
{
EA&TE EOUNTY
rK/3k
tsoard oi County Conni ssioncrs
Tim Ga:.ion
Leroy lobler
PlanninlJ I)('l,artr,r:1t'Planning Commission: SubrJivisir:n.
lluiidirrl ()ffirial: i.-ildin:: Perrniis ancl Irrs;rrcti,rn. Zt,nirrg
E[$rE 00miTi
\
1-:'l | :.? '.? t '--tl I.J l'1.r.,'::.l::-C l-i l.-.:L0 Ld i: i.a L.,l EE P,{I3IJ E;IT;frF UI
F. t.? 11 tl rll!el tt lJ'
ni?lt)! !-; ': ":nr:rr
iJU t; i_rfi.lrl ...:...i. t
hlcl)nnall llltlg.550 llroarluny l'.O. llor 179
December 1977
lirrt{lt', ('oLrrlrl,r rl ti3l
Tim Garton
c/o Vai I Intermountain Associates
P. O. Box 705
Vail, Colorado 81657
Re: Waiver of EIS
At their meeting on 28 November 1977, the Eagle County Board of County
Commissioners denied the request for rvaiver of the environmental impact
statement requirement in the PUD- The Board indicated that no prior impact
statement had been submitted and that the project did warrant such statement.
have any questions, please contact this off ice.
'erri ll Knioh
Planner
TK/kp
cc: Board of County Commissioners
Leroy Tobler, KKBNA
I'l.,r,r;nli I)r.1r.rrtrrr.rrl. l'!.rrtritrlJ ('rr111111i'.irrrr: .\ulrrjiii.,j,rn.
I;.i.:!fi:r;; (l!ir,. rl. l;.:.irl :r:: l'r r:')r!-\ lld t:r..l,r'cti,rrr. 7-r,r:i:rli
tlrz":rinl:. .r\ plrlic:r l irrns lrrrl lir.r,irrr' {3tt:tl 3:l}i{;3Jf
.lr r!ttlrrist I:rl ion {;}tl;r, :j::;t;::Jl
F,ECFIVlD
FEB t 5 ?978
Dept. tt: i e,,, ,.
rrsr" cornrr, c;,j.",",
OPENING IN CURB
FLOI'I INTO FILTER
l0' SQUARE
PARKII{G LOT
1.5'GRAVEL
4" SAND
6" GRAVEL BLANKET
DESIGN DAT
z7?<
l>Bzi:r Z,r-
2(-c--2" / f-7an-S
,a,/1 .,/.4 f-? //re/'
.-a Et /'*e
Sa. t-c<=
\TYPICAI GRAVEI- FILTER GALLERY
(1)
(?)
(3)
APPROX IMATE
10 MICRONS.
APPROXIMATE
APPROXIMATE
,'- ea--a
MAXIMUH PARTICLE SIZE THAT CAN PASS THROUGH FILTER:
RATE 0F DISCHARGE: 2 ga1 ./ min.,/ square foot.
ST0MGE CAPACITY: 2000 qa I I ons.
270-? t('r/ azs
e ,/(,/-t- /*'
; ir-- S;7-
TO CONTROL
GALLERY
OVERFLOI,I FROM MAJOR STORM
MINOR STORM
RIP MP SLOPE
ROTECT I ON
2no
5
7D./-
GE\IERAL PARTNERA:
KOSRT E CARTON. JR.
DAWD CARTON. JR.
TIMOT1IY R. GAEITON
AFTHUR M. KELYON. -'F.
OFFICE: MILL CREEK CoUFTT
P. O. Box 7o5
vAtL. coLoRADo 8t657
476- S075
February 14, I97A
Mr. Ed Ke11er
% Sehool District RF5OJ
Eag1e, Colorado 81631
Dear bIr. Ke1ler,
I bave been doing some research on our
Highland Meadows project to determine the value
of the one acre of land to be dedicated to the
school district. There are several methods
which are available:
1- High Country Development Corporati.on
purchased the land 4 years ago for approx-imately $4,000.00 per acre.
2. Last year High Country Development
Corporation purcbased an additional 3!
acres of good bottom land for $6,500.00 per acre, whicb is now part of tbe
High1and Meadorrys project. The overall land in the project contaj.ns approx-imately 2O acres of buildable Land (40%of total). This would indicate that the price of $6,500.00 per acre is a bit too hieh.
3. The third method would be using the
assessed valuation of $2,351 .O0 per acre
which is in my opinion too lotr.
I rvould suggest a compromise figure of
$5,000.00 to be fair.
frA t NTERMouNTATN AssocrATES
Best regards,
.--7'- - f ,/( n rla/1+-
Tim Garton
?G: cd
HIGHIA{D MEAMilS
TRACT A
REVISED PARI{IIG LOT DRIVB,IAY
UIEST OF BIJIID AREA 2
t-= 50 FEET
2. CONTOUR INTERVAL
I.iC(IES:
NLI.GER OF PARruIiG STAIJ,S ORIGTIQL TAyOUI: 305
NtX\tsER OF PARKIIG S.IALIS RE\IISD IAydlt: 300
NUI,IBER OF UNTTS: I5O
OPENING IN
FLOW INTO
CURB TO CONTROL
FILTER GALLERY
PARKiNG LOT
OVERFLOI.I FROM MAJOR
MINOR ST
FLOlll
RIP
STORM
ORM
RAP SLOPE
ECTION
IJ
'l'It
T E. L
4' SAND
6" GMVEL BLANKET
TYPICAL GRAVE[. FILTER GALLERY
DESIGN DATA
(1) APPROXII,IATE HAXIMUI'I PARTICLE SIZE THAT CAN PASS THROUGH FILTER:
10 MICRONS.
(2) APPR0XIMATE RATE 0F DISCHARGE: 2 ga1./ nin./ square foot.
(3) APFROXiMATE ST0MGE CAPACITY: 2000 gal1ons.
"-':f .JiiT f"tfi 0 i :j-} ,:{ i,1 r", KETCFIUM . KONKEL " BA.RFEfi o t,,j!Cl-:El_ o AUSTIIJ, rn.. + Ccnsv/ling Englneers
Decerrlcer 2, .1977
F! LE # --S,e=- ?-?*..?f- -..,.,-*EAGLE CO. !:I.AN. OOMMI
REC;l.l-.f C?iY r lltl r'ii'.I C'; -/tr--G,,*t,1,/J 1/
Dlike Blair, Secretary
EagJ-e County Planning
Box 179 Eagle, Colorado 81631
Dear Mr. Blair:
Transmitted herewith are 22 sets of a Planneil Development Com-bined Sketch/Preliminary Plan Submittal of Highland lleadows Sr:b-division in Eagle County, Colorado. The property is located on $re souttr side of tJle West Vail interchange.
The property is zoned. Planned Development. The sketch,/preliminary plan submittaL is for 42 duplex lots, J-50 aparirrent units and the
open space for the proposed developnent is 25.7 acres.
The prelininary plan filing fee for the submittal of 9L,940 is transmitted with this letter.
Cordial-Iy yours,
'-_, ,- - -a:
@
December. 2, 1977
Ketchum, Konke'l , Barrett, l,licke'l , Austin
Consulting Engineers
7456 West 5th Avenue
Denver, Colorado.. 80225
Attention: Mr. Larry Sward
Subject: Highland Meadows
Eagl e County,Co] orado
Job No. 3967
iEl
CTL/THOMPSON, tNC.
C{ TNSULTING GEOTECI !NIC,...- A\]:., T.IA-'E*:I;\.LS E'\JGINEFRS
Fl LE # . - -.57- :--2 2: -28-............,,
EAGLE CC. Plni.i. CCMM.
RE:CE] Cf,FY
Is:;T;ti3 0F
Gent'lemen:
At the request of Mr. Larry Sward we have reviewed the preliminary p'lan
for Highland l'leadows, Eagle County, Colorado. The purpose of our review
r.ras to update the report prepared by our firm for property occupied by
Highland I'leadows in July of 1973. Our report No. 1232 dated July l'1,
1973 was prepared for a different site plan with an entirely different
system of identifying various portions of this site. The purpose of
this 'letter is to reference our opinions in our report No. 1232 with
the current methods of identification of the property. In addition, we
have presented some additjonal comments regarding sjte development be-
cause of changes in concept since our original investigation. Our
firm name changed from Robert !1. Thompson, Inc. to CTl/Thompson, Inc.
in 1977. The original report No. 1232 was submitted under the name of
Robert lrl. Thompson, Inc.
The areas formerly known as Block I and B'lock 2 are designated as Building
Areas I through 5 on the present p1ans. As indicated in our original
report, we be'l ieve build'ings can be constructed and fairly intense
development can take pl ace in this area with only normal consideration of
the soils and foundation conditions. Building Areas 2 and 4 impinge on
steeply sloping ground. For these particular building areas fairly con-
prehensive investigations and site analyses wil'l be necessary for con-
structjon. The types of investigation in these two areas will be con-
siderably more extensive than-the type of investigation for Building
Areas l, 3, and 5. Constructfon geotechnical investigations for Building
Areas l, 3, and 5 shou'ld inc'l ude the usua'l analysis of problens with
localized sett'l ement, a'l'l owab'le bearing capacities, pressures on basement
r.ralls and protection of the structures from ground r*ater. This is rather
typical of the type of investigation required for any significant building.
For Bui'lding Areas 2 and 4 construction geotechnical investigations must
include an analysis of the irnpact of the construction on slopes and a
iTOI SOUTl-l FaCIERAL €ILVO. - SUITE D . DENVER. C'OLORADO 60219 ' {3O3) 931'y73
' i - -,-- .- rrs
+. ; t, . :. ,;.rii: -,_.-_-- _-_ l r_ ;y
careful stabilitv ana)ysis of the structure, both during construction and after constructi-on "it-n-respec;";o';;" sloping area. Tfrese investiqa_tions mav cost 2 to 3 timei'ii-rr.r,is a stuniu"o-iounoition investiga_.. t-ion- in the vail area. L.,rr'crr tr ruurloa
In our originar report vre recorr'nended drainage of spring areas in the upper part of Brock 4 and berow Broil s. rhese areas have been re-designated as sites 1 throultr-ls.'-dr. concrusions-rlritii-""rp"ct to de_vetopnent in this area.are essentia|ry.the ,;*-;; ir,,ii irr" area can be safelv deveroped proviced.;&;;i;-;;!inus"-i.-iirtJi'i"a.
lrre assume that sone forn of inteiceptor drainag"-,uiir u""p.ouio.i';;'#; uphiil side of this area in the.;icinitt';;"iol; 5 through 9. R suuiurrace drain shou'ld extend from the .ri-i"-sri-on ir"uaor-'"i"" o"r""iirougn Lots rZ and 16 to contro'r an area or tnown-ii;gtr-giouna rit"i." iiie ratest map furnished our firm indicates l,irliriiii;r"i,;;!;.;;";i'L"ii 4 throush b,and l9 to 25 are restricted-ri-op.n"ip..". rnese restiiit;on, are within areas described as high hazard iin"r-in our originai-invJstigat.ion. ,ue believe the open space.as oesignarei on the plal should be maintained and building i-estrictea rrom-iies"-Jr"ur.
In our origina't report,.we indicated that.a'r1 gf B'rock 5 might not be suitabte for develbpment, consio"ii"s"gril-;t"[ir;;;";; lrp"nr" of sotu_tion of stabi r itv pi^ob)ems. - il;-;;;;tantia.r. rear.iioi"in'aensity which nas occurred betureen.the-original piin.una tn" p""i""l iiun ,uy,.r"deve'ropment within_this area-more reiiilte.. pri:sent p)in snovs a sub_stantial portion "l !:!: zo *rroug;-ii.utni.cn.;;-;;ei;ily aesienated as B'tock 5 as beins restricted i"dri urriJi;;.'t;";i;illil,l or u.."rs into this area and to tie rnaiviJrur'rii"i"uppears to be a potentiar problem.As a minimum we suqgest tirat-lotl'iE-t|,rougtr 42 be spetified as zones re_quirins a comprete seotecrrnicii-inu"riigution iniiyii"i'rJtn the stabiritv of foundationi and ii,. riuuiiiiv'l,i-irlividuar sitLs ai a criteria for development in this area.
Logic indicates that development wirl pro.bab'ry proceed from the east to_ward the west with lreador.rbrio[ ;";;;'ufo v"rr-on't R;il-J;;tructed initia.r.ry.As additionar access uecorei-ivJiiuir"'"to tr,e iid-w" ;;ii;"" there may be a potentiar for sunstaniiai-;;;;;; to the orvner by doing additiona.r soils investisation ana anitysi;-;i"i;. proilems Jiroliri"o ryith construct_ing Vermcnt Road in the area-r:ril.;;u;;iy above Tract B.
0verall recorrnendatlol:,il_?yr^ original report include lirniting site grading to a minimum-and recor,menoing-itrat construction plans t.ake ad_vantage of the relatively rrat areil"oi'tt" terrace depoiits. The de_tailed criteria oresentei in our origi"ur-report shourb be observed for preliminarv conclptuar pig;;.--;";;;i;l'site_studies of individuar construc_tion sites mav indicare'trrii aeei;;';ilr or fill-wiit-re'tJcarty acceptable.
-3-
This type of study shourd be conducted-on-a site-by-site basis as con_struction plans are prepared by individual owners-" -'--
In our opinion' building foundations r.riil not present any unusual pro-.. b'lems for the most part throughout thir ur"a. l{e berievL most of the foundations wiil be. supported-by teiiace aeposrii ;;;;';"" primariry granular materia'rs.
_1.{e anticipite the qajority of the structures wiil be constructed with spread rooiing iounouiions: -D";;"-;ressures
r+irl probabrv ranse from z,ooo to in eiceii..o; d,d00 pii,'ilipSioins on the location wiihin the overail oevetopmint. tots zb tt.orgh 4r nay require more expensive foundations, but thlre is .-p"iriuiiiiv-iii.t bedrock rnv be shallow in these areas. Drilred. pier'roundiii;;, *y be required or-footings may extend to relativery-shiilo* u"J"oii]"-pilo.ut" bearinq values will be relativeiy high. t,li"".o*"nd careful "".r,iil.iri;i';#_sideration in building olsi9i to fit structures-to'ir,"-rii" to minimize the.possibi'lity of criating-ro.at iiope -instauitiiy."-Iiaiuiorar access road locations shourd be cirefuily piinneo to avoii-unilriutfing existing natural, reJative'rv steep .sl.opes.- hnitysis or-il,"-p"op-ii!o u.."=s road locatjons shourd ni ;ncrlaea-Ii-iq"i"or the indjvidirar' seotechnicar studies in the steeper portions br if,e ,ii"- -'-" r-Y-' rsv
considerab'le discussion has occurred between our firm, the previous en_gineers, the present parties planning deu"jopr"nt,:i"i i"p""rentatives of the various state bnd-ro.ui ug.nli"i. r,re have a complbte record of various comments in our_fi'res. at inii -p.or:"ll';";.;;li:=if
addirionar copies of either our originat repori'or inr6rmation-"usuioing various detaited schemes ror. drainas" uni-oir,." i;;;;;i;;";;;ll" detairs become necessary' we would be happy to provide this addiiionii-inro-ation.
If we can clarify our opinions in any way, please call-
Very truly yours,
cop i es sent)
CHAR
/
LES S. ROBINSON, AND ASSOC., INC.Consulting Geologists and Engineers
622 Gatdenia Court .Golden, Colorado 89401 Phone: (303 ) 279-OO2A
F I LE # ----Sg-:-92:-?-{-
EAGLE CO. PLAht- COI\4h4'
RECORD COFY
December I, L97h,leeflNe Of ./t-ft4--z.t--.-
I'Ir. Tin Garton
Box 705 VaiL, Colorado 80657
RE: Highland lleadows Property Building Areas 2, 3, 4.
Dear Mr. Garton:
The prelininary p1an of the Highland I{eadows Property indicates
apartnent structures on areas designated as 5 on the engineering geo-logic classification map notably building atea 2 and 4. It is our
understanding that in area 2 the building will be terraced up the slope so that no cuts are rnade or that they are ninimaL. This slope
does show evidence of surface creep and high groundrvater conditions.
Surface cuts shouLd be avoided. AdditionaL subsurface soils investi-gations will be required for foundation and subsurface drainage design-
The use of a filL on this slope should not cause any adverse slope stability probLems in this area. Horvever careful cantrol of subsurface
drainage during construction with a recornmendation of the use of a previous blanket under the filt to assist in the subsurface drainage of the area. Foundations should be keyed into bedrock and designed to
witlrstand lateral pressures as indicated by a soils investigation.
Building area 4 is sinilar to 2 except that 5 to 8 feet of cut nay
be anticinated. The slope has evidence of surface creeD and evidence of a high-groundwater tab1e. Building of structures at the base of this slope nay not be feasible in its present l-ocation and will require very detailed soils engineering investigations to define the ground-
water conditions, depth to bedrock, s1,ope stability conditions, and soils engineering paraneters to design foundations and suitable sub-surface drainage. Foundations should be keyed into bedrock and should withstand lateral, Loads as deternined by soils engineering investigation.
An)' construction on this slope rvi11 require constant inspection to i dentify adverse groundrr'ater c^onditions and slope stability problerns that nay arise. Excavations shouLd not be left open for any length of time and should be protected from the inflow of surface water.
Building area 2 occurs prinariL,v in a 3A and 4 area. Multiple story units are feasible but detailed soils engineering investigations ui1l. be required for foundation and subsurface drainage design.
.- -.ldt"tse groundwater or slope stability problems were not identified rn the area but should be watchbd, ror-during construction. cuts shourd be mininized. If-requirea inel'-rh"urd be designed in relation to the results of the soils investigations.
lilr. Tim Garton
Decernber 1, Ig77 Page 2
WAG: rt
Sincerely,
CHARLES S. ROBINSON, AND ASSOC., INC.
,=/.A'r;*,"t 2 -&zZz-d-
Ittillian A. Gallant-Engineering Geologist
I!.IPACT STATEI{ENT
IlIGHLAND }!EADO$'S
Eagle CountY, Colorado
I. Project DescriPtion
2. Economic InPact
^. HnPloYment
b. Cost & Reirenues to Eagle County
3. PbYsical lmPact
a. Geologic
b. Biotic
c. HYdrologic
d. AtmosPberic
e. Noise
f . l{aste
4. SociaL lmpact
a. PoPulation
b. Housing
c. Schools
d. Visual Effects
e. Traffic Pattern
F]
PROJ:CT DESCRIPTION
Ilighland lleadows is a 53 aqre planned developmr:nt located
immediately south of Gore creek opposite the l{est vail rnter-
change on r-70. The proposed development is compretely residen-
tial- and is composed of 234 units; 42 duplex lots loeated i.n two
high oeadorn areas, and 15o apartrnent units located in a Lower
acrea adjacent to Gore creek. Forty-eight percent of the site
(25.7 acres) will remain as open space.
Eigh lrleadows will be compatible rvith the surrounding
development. The proposed apartment area is adjacent to r-?0, a
service station on r-70 frontage road and murti-faniry builclings
north of Gore creek. There is a commercial shopping center north
of r-70' Vail village lfest, Filing 3, is immediately east of the
high meadow area. Nati.onal forest land is south and west of the
proposed development.
ECONO]IIC IMPACT
There are t*o major areas of economic impact - employment
and governmental cost and revenues.
E'nployment: The intent of the project is to provlde long
term housing in the vail area. since there exists a demand for
this type of housing in vail, this project w111 generarry serve
people rvho are presently ernplol'ed in the area and it wilr not
directly create an]' ne\r' jobs- The incre:rse i-n the number of
people living in Test vair wi1l, however, increase tbe demand for
1oca1 service whi ch rnaf increase emp) o1-rnent in this area. The
facilities for a1l services pr-csent11. esist near or adjacent to
the site.
The temporary direct construction emplo.v*ment is estimated to
be about 128 job-yea1s (assuming 16 full time equivalenl jobs per
$1,ooo,000offinalsales).Inaddition,therewillbeanother
2O% employment of cl.erical and sales people associated with the
construction and marketing. over an assumed five year buildout
period, total construction activity would average about 30 ful1
time equivalent jobs per year. Depending on the general level of
construction, these new jobs might be filled by new people or merely
provide employment for construction people already in tbe a-tea'.
Cost and Revenues to l3g-1s-!ourl}J.: The following is a 10-
year projection of county and school revenues from the project:
L978
r979
1980
1981
r982
1983
1984
1985
1986
1987
The follouing
tions:
CountY
$ r , 670.88
5,O72 -64
7 ,640.64
12,896 .64
18,r52.64
20,780 -64
23,4O8 .64
26,036.64
28,664.64
29,959.20
assumptions were made for
School
$ 5,569.60
16, 708.82
2l ,o24.OO
38,544 . OO
56, 064 . OO
64,824 -OO
73,584. O0
82,344 .OO
91 ,104. oo
99,864 . OO
the above Project-
conpleted bY Nov. 1974-(1) 50 apartment units
-2-
r \
(2) Estirna.ted assess,'rl vll uc each hal f dunlex
$20,000 -84 units
Estimated assessed vaLue each apart-
rnent $4, O00
$1 , 680, OoO
600.000
Total assessed valuation $2,280,000
(3) lrlill levy:
County Services - 13.14 mills
School - 43.8 mills
4) Current assessed value of 52 acres $ 122,160
Current taxes 1976 9,456
County services required for this project include road main-
tenance and snow removal, solid waste removal , and schools. An
addition of 0.72 miles of county maintained road will be added to
the present county road system with this pro.iect. This will be
an increase of o.r7% to the existing 430 mile system. The apart-
ment house area will be served by a private road which connects
to tbe f-70 frontage road.
The sol.id waste generated for the landfill site is estimated
to be 4O tons annually under ful1y developed conditions_
Using Lyons, Collins & Company, Inc.'s update memo to tbe
schoor district dated June 2, lg7z, we projeet the folJ.owing num-
ber of students from the Highland Headows develorrment:
.44 students per duplex unlt = 36.96
.08 students per multi-family uni! = 12.00
Total students
-3-
= 48.96
I i str ibut ion :
ElementarY School
Middle School
.
Senior High School
PHYSICAL IMPACT
40%
34%
26%
19.6 students
16.6 students
12.7 students
This section describes the phvsical impaets on the land,
water, and air j-n the vicinity of the project'
Geologic: The project site is generally covered by alluvial
and colluvial deposits of varying depth, overlying the Minturn
Formation, a thin-bedded gray to brovrn shale and sandstone. A
comprehensive geologic investigation was prepared by Charles S'
Roblnson and Assoclates of Golden, coloradO. The site was class-
ifiedintoaleasofvaryingdegreesofdifficultyindevelopment
from the geologic standpoint. The development was laid out to
avoid tfie area with a high degree of difficulty and to avoid
poteDtial hazardous areas. Al 1 detailed geologic and soils infor-
mation and reports are contained in the sketch/prelminary plan
submittal .
The site was designed to minimize cuts and fills to the ex-
tent possible. cuts in high hazard area were avoided. A11 cuts
and fill over three feet high uill be revegetated to prevent
erosion.
Biotic: The IIighland t{eadou's propert-f is cornprised of ter-
use of the race meadows and wooded ridges- The only agricultural
land is occasional grazing on the meadows '
-'1-
','ar.v-ing nix'r::res of lodgepole pine, spruc.:, and aspen cover
rnost of the upper slopes along the south side of the prope.rty.
llajor species along Gore Creek and the face of tbe lower terrace
are spruce and lodgepole pine. The drainageway bisecting the
property supports grorvth of spruce, aspen elderberry, willow and
alder. It[eadows are dominated by tufted hair grass, wheat grass,
blue grasses, vetches, aspen peavine, conque foil and sage.
llost construction will take place j.n the meadow areas and
the open area adjacent to Gore Creek- Disturbance of established
trees rvi11 be minimized.
The Colorado Division of Wildlife maps indicate wildlife in
the Highland ileadorvs areas to be in categories 3, 4 and 5. lfhile
there are occasional deer, elk and other animals within the areas,
the wildlife maps indicate the area has a less than average pro-
portion of wi-ldlile habitation. The deveLopment will have a be-
lorr' average impact on wildlife. The wildlife major migratory
route is more than one mile south of this property and the pro-
posed open space gives us an additional buffer zone away from
this major deer migratory route.
Trout population in Gore Creek is well established and in-
cludes species of rainbou, brook, brown, and cutthroat, The pro-
posed Highland Meadows will have no adverse effect on the fish
population.
'[fi, 1df ire h,azard classes in the vicinity of Highland trteadows
were prepared by the Color-ado Division of Forestry. The lower
portion of Higbland rlerador'.'s and the two meradorr areas are classified
e
as a !'Lo$ hazard", l.he southwesterlt c()rner of the site is
in the Lodgepole Plne area rvhich is classified as "severe hazard".
The new road across the site will provide a fire break to the
southwest area.
The project is similar to most other areas of hone construc-
tion in Vail south of Gore Creek.
Hydrologic: There are no special drainage or hydrologic
problems associated with the site. One major intermittent strearn
traverses the site from southeast to northwest and has surface
flow only during periods of high rainfall or snow melt. There is
only minor surface runoff across tbe meadow area. Culverts,
drainage ditches, and storm drains will be constructed to direct
surface runoff across the site. Hieh ground water will be hand-
1ed by a system of subsurface drains.
The Gore Creek lOO-year flood plain has been previously de-
flned and is shown on the preliminary plan. A 30 foot set back
between the lOo-year flood plain and any building construction
will provide a visual buffer along tbe creek.
Gravel settling basin will be provi_ded to filter surface
runoff from parking area prior to discharging into Gore Creek.
Atmospherie: In December 1973 the Gore Va11ey air basln was
st.udied by Dr. Va1 R. Veirs of the Physj.cs Department of Colorado
Co1lege, Colorado Sprlngs, i,n rvhich he identified arrd quantified
the major polJ-utant types and developed emission rates of the
major pollutant sources- These ernission rates were used to
-o-
determine the qrantit]'
to be generated by the
Tbe emission rates
following table:
Source Particu-lates
( lbs/day )
t
of major l)c)l l.rtants rrhich can be
residents of llighland Meadows.
expected
Nitrogen Hydro-Oxides carbons (lbs/day) (1bs/dav)
and total loads are surnmarized in the
TABLE
Carbon
,!.!onoxide
( 1bs/daY )
l?ood Burning Fire-
Places
Unit Emissiou 0.64
Project Emission
159 Fireplaces 101 .8
Automotive
Unit Emission
Project Emission
2556 mi
23529
601 .4
o.22
35. O
.00515
13.2
o1765
45-1
Total , Ib/day 101 .8 601.4 4e.2 45.1
fn determining these loads it was assumed tbat elec.tricity
will be used to beat the units, that each duplex will have a flre-
place and one-half of the apartments r,vi11 have f ireplaces, and
that each unit will generate l-.5 vehicle trips per day averaging
six miles per trip.
Thls project is intended to provide close in housing and to
fill an existing demaod for long term housing. The maJortty of
the peopJe that ryil1 reside at this <ievelonnent probablv are
presently employ(l(l in tlrr. Tail area and now travel greater clis-
tances to rvork, thcreforc, generating greater amounts of automobile
pollutants. The effects of cJose in housing may have a mitigating
affect on air quallty in the Gore Va11ey- Shuttle buses and pub-
lic transportation betrveen Vail and lfest Vail will also have a
beneficial effect on air pollution.
Noise: The greatest factor contributing to high noise
levels in the area is the traffic using I-70. The Colorado
Department of Higbrvays has estimated the maximum r-20 noise level
in the vicinity of Vail ranges from about 55 to 60 decibels with-
in 1oo feet of the highway- Variations in rand configuratj-on and
natural or man-made barriers between the sourse and tbe llstener
rvi,11 alter the amount of noise transmitted.
Since there are no residences located in the immediate area
of Highland lleadows, constructj-on noise should not become a
critical factor.
The project will generate additional traffic which will be
le-ss than five percent of the existing volume of !-To. The noise
generated by traffic from this project should be insignificant
since it will be low speed passenger vehicular traffic.
itaste: All domestic waste from the site wiLl be handled by
a sanitary sewer system and will be part of the Upper Eagle
va11ey sanit.ation District. There will be no contamination of
surface or ground water from domestic sewage- The site is within
the boundari-es of the sanitation district and the district has
adequate treatment capacitv to handle the wastes from this
development.
-8-
f --'
SOCIAL I]I{P.ACT
i Population:
The project is estimated to generrr te 147 residents in the
duplex lots. The apartment units ar.. pranned for zzo square foot
size. This will be one bedroom efficiencl, type apartments which
will have trco persons per unit, or 300 persons. The impact of
population for the ultimate desired p'pulation of the Gore valley
growth management plan i-s 1.g% of the desired population in the
va11ey.
B. Housing:
The duplex units are e>ipected to be 'ery ni.ce, above average
cost units in the Gore valley. These units will be extremely
desirable because of the physical Location of the meadow areas.
These areas will receive winter sun better than any other houslng
sites on the north side of Gore creek and should resur.t in a high
demand.
The apartments are sorely needed to meet the ernpl0yee housing
demand which is virtuarly unavailable. The units are pranned for
one room efficieney type and as the student projection indicates,
very few children are anticipated to live in these apartments.
However, the apartments are ;eeded to satisfy an existing need.
C. Schools:
The school
middle schooL:
impact is for 49 students: 19.
and 12.7 senior high. The Vail
6 elementary; 16.6
Elementary SehooL
-9-
\ras designeC f or this i1i'r-!.;rsie. The ]ieadorry Mountain and ''{inturn
complex are designed to |1nrl1e tbe middle and high school students.
The tax revenue to be received from thls projec't will sig-
nificantly aid in retj"rcment of the school distrlct's bonded
indebtedness for the new schools just being complei,ed. The annual
increase in school district receipts will be $g4,2g4.40 more
than current recei-pts on the property as it now exists.
D.Visual Effects:
The high meadows are not readily visible from Gore Creek or
T-7O. They are buffered by a tree group along the north edge of
the meadows. There are no properties which can built to the west
of tbe duplex area and this is projected visually by the forested
areas. The site is visually protected from all areas.
The apartment buildings are broken up into six buildings
whlch are placed in areas wbere they will not be easily observed.
The buildings are planned three stories in height. Tbe parking
areas are designed to meet Eagle County environmental health
requi-rements for surface pollutants. The slte is designed for
landscaping which should improve the appearance of the existlng
site.
Circulation and Traffic: Tbere rvj.Il be no public roads
added to the county road s1'stem for the apartment site. The
normal driveway access to the Colorado State liighrvay Department's
south service road will be designed as shown in the preliminary
plan subnittal - The proposc'd access rviIl be centered around the
-10-
t
centerline of llre underpass under I-7O. A strur:t.ural1y adequate
two lane bridge rvill be provided for ingress and egress to the
site. Tbe bridple design will be large enough to pass the pro-
jected 100*year storm runoff in Gore creek as calculated by the
Hydo-Trjod report on Gore Creek.
The new proposal for design on the property eriminates all com-
mereial uses as are proposed in the Eagle County luaster plan. The
apartments projected, tberefore, aid in a major reduction in
future traffic at tbe Interchange thereby aiding in lessening of
future traffic foads at the lYest Vail - I-?O Interchange.
Traffic projections are based on 1.5 round trips per d.ay per
apartment unit or 225 trips per day. The maximum hour traffic,
based on state highrvay traffic projections, is z? vehicres. This
maxlmum volume occurs from 4 to 6 p.m. after the peak skier traf-
fic volume of 3 to 4 p.m. The remainder of the voLume rvoul-d
average to be 14 vehicles per hour. The apartments will be sat-
isfying a need for employee housing. Therefore, the residents in
the apartments needs for transportation will be for access to and
from places of employment and for normal acquisition of necessities
to maintain their life style. The impact on tbe tr{est vail rnter-
change maximum hour design capacity will be less the ten percent-
The duplex area will be accessed by county road, vermont Road,
and Alpine Road to Gore CreeP. Drive. See attached systern
map. The duplexes are projected to average 1.5 round trips per
day per duplex unit or 126 round trips per day. using colorado
state }iightay design capacity criteria, the rnaximum hour traffic
-11-
L
1r'i11 be 15 vebicles per hour. The average vehicles for the traf-
fic otber than the peak hour is eight vebicles per hour. The
projected traffic volumes will not create a significant increase
in traffic volume on the existlng county road system. vermont
Road will require lmprovements through vail village west to the
intersection of vermont court and Alpine Road. Alpine Road is
constructed to county standards and maintained by Eagre county.
APPENDIX
The supporting maps, data for this Environmental fmpact
statement is the Planned Development submittal which has aIl the
detailed reports and exhi,bits. Please refer to the attached
surunary for Exhibits for the plan submittal .
-12-
w .\\_.
i-:
VICITS6TY FSAP
HIGHtAhJD fuIEADOWS
Fg6n! F Flt^
11ts*.{pt--El u*,*itgF$Y, COtG
N
sv
s
'r//;
sooo-
€;
f,
{.
The followlng are adjacent properties to
Eiehland I\lr':rdows Subdivision
g"ir. countv, colorado
u. s.r'. s.
Box O
llintotn, Colorado 81645
ATTEN: Ernie Nunn
B. L.[{.
P.O. Box 1009
Li"ooooa SPrings, Colorado 8160I
Pauline Elliott
Box ?1
Iai"trtn, Colorado 81645
Richard Elliott
Box 873 V"if, Colorado 81657
Claire & JoY Elliott
Box 822
Cnttni.ott, Colorado 81230
Maxine Daley
?24 lfestwood Avenue
Moab, Utah 84532
Daniel llurray
% Hugh King
Jenner & Block
#1 I.B.M. Plaza
bni.tgo, Illinois 60611
Gore Trading Co-
% Petet Cosgriff
i""arriffe, Colorado 80461
Vail CitY Corporation
lOOO1 E' Evans
#69C b.t.rr.t, Colorado 80231
Colorado DepartmeDt of Highrvays
P-O. Box 598
laiotlr"o, Colorado 81645
UN
f:L f tfi -: Srarss DEPARTMENT oF AGRlcuti, JRE
; FOREST 9ERvlCE
WHtTf, RIVER NATIONAL FOREST
Minturn, CO 81645
January 10, 1978
t'l atPt-l REfaR lO:
2340
Terrill Knight
Eagle County
Departnent of Plaming G DeveloPnent
McDonald Bldg.
P.O. Box 179
Eagle, CO 81631
Dear Terrill:
" 6. Provisions for
on the east and BLM
I have the following cornnents regarding the prelininary Plan for the
Highland ltleador,rs Devel.oprnent, Fild No. SP-97-78'
1. there is no Plat showing that a legal survey was nade
for this subdivision.
2. ilhe prelininary plan shois the subdivision bordering
National Forest on the south and rr'est ' Our naps and records
shorvthisbeingBLMlantl.NationalForestlandborderson
the east.
S.vexrnontRoadcrossesadrainagethroughsideslopesthat
are in excess of 409o. Retaining structures should be used to
protect the road structuTe aad preserve the.esthetic features
of the area.
4.TheGeologicRePortstatesthatcutsshouldbestableat
!:T2ofeethigh.Duetothedepthofcutsshownonsonealeas
of the road profile, it will probably be necessary t-o go to
a 1:1 cut slbpe, and if so it will be-]rard to meet the criteria
for rcvcgetation on cuts over 3 feet,'-since it is nearly
inpossibie to reestablish vegetation on sloPes greater than
ti:1. Due to the steePness of the terrain, it appears that
road construction wil.l create a detrirnental inPact on the
area esthetical ly.
5. Lots 35, 36 6 37 border a dense Lodgepole pine stand'
classed "s high fire hazard. Consideration should be given-
to fire control either by fire breal< or hydrants located near
the 'l'acli of the I ots -
.R[Ci:!\'5D
-Jnn t 1 1978
lrepi. - i':r,,, ..' " -'1-
fu;'€ County Colo'
it
.d _ ::.ll . - -.,
'-t
a-
:l
.,;
:
:
ar
-t:
'*. .:..8
.,
1
i
j
.l
a
access should be allowed into the Forest land
land on the south and west.
7. I an concerned about surface turnoff fron the parking
lots polluting Gore Creek. It was stated in the prelininary
plan that gravel fil.ters will be used, but uiL1 they be adequate
to do the job. I understood their Engineer to say that the
gravel filters wiLl not remove the oils etc. and if tbis is
the case, naybe other neasures need to be taken.
Sincerely,
,&'r/d i
ROBERT D. BISHOP
Zone Engineer
,l ./:-
llnglo Cout't1' ' q
cullTltrlcA'l'u
I
r Ccrttflct,tloll l- irct'cl;y nrutlc lhol o
irf " H". wns ('ntcrcd itrto tltc [l's'
colry trf nn rrplllcntlon 'suLrntttcd nnrt tllvcn thc ot'U
V
ta ^ir'., .t' lrtrntf tlcl l'r:rcr l' on't't?=-1'4=:'---J4
io it,u otri ""t/l)clsons
ns ll:-,tctl lon. pngcs-of ns nrnrl'crl by thc lrrittuls ,/:- /- '
orado
Ccrtlf lcr's SlgnBturc:
-
lrush cresk to Edwards:
ti.Appt icotions in Englo--t- -.-AAll Applicotions rcfercd to: 1' Town ol Eagle
J:"pz-r. cororoo" Gcoloeical s.urvov
-
2. Eagte sanirotion District
uTZf= 2. coto- Dcpartment t: t::"n
". ."i"r"* Division or witdliro
" t - /,/ 3. cof orado state Engincet
v # -1.
U-S- Forcst Servica "l-/r/- 4. Eagle county sanitarian
' t -/ ./ - r= ^^16 a':.*rntv Enctineer ,/ '
,y'lr/-^ 5' Eagle """"t]
t":::t::5. Eaglo Valley TclcPhone Co'
,/'/l-.5.EagIegourrryL|'y,'.--.6.Roct(),Mtn.Natura|Gas -/ - ' n= 6' HolY cross Electric o=1:.t..-y'/ 6. Holy cross Electric Assrn
' -17V- ' .-^r^rq.l. tr'rtn- cotlcge Di:-- --// 14 7. coloracc tltn' collcge Dist'
/ Z/7=-s. u. s - soi r conscrvatto: t"*t":_, G.APPr ications j"r:fi:r?:::#" "'/E-/:, u' u'o' "' 1. Townol Mintum ' ,-7V 9. u-s- Bureau ot Land Managernent
v ,z:-+;---'- ... . , ^-^-,, rr;qt^ 2' Towi of Red Cli
,t-.8{/-*; :
f i. 'Oi"- of rslater Besources 4. Eagte-Vail Metro District . tag ' :' ' Dist' (none at Present iime)
B.ApPlications in Basal t.T:11,
r
3' UPPer Eagle
'ADDlicat'ons In D<'>@' ' "'--' 5' rt''{r rsr v'
2' Planning RePresentative :' "'
^ --^^r ni clri ct RElJ
2. Planning HePreselrrer'-= -, ..!^t6radc Division of Wildlile
' 3' Schoot District BE1J
F ' - .! 6..-6t g:i.a Dist-
I .- s' Basal: ::1" l'Dist' 10- pubrc service co' or coto'
t . s. Basatt water arid sanitaiion Dist',. ,; - '-' .--,-r"z;-:;.-;'--/z*u;4
E : .vi--e / 'FZ;-"'w"=t"'^ sloPe Gas /
j ,..
-8-
U'S'.Fore='="',r","ono,..,."o. /E 2. Town orvar. d i."
1O' Rocky Mtn' Nalural Gas
I " i 10' HocKY 4. Lions Fidge water
= .: i ------------7--?,
! e-Applicarions t"-13^':lj[1; / ,,{/n 5- Vail villaee vrtest Fire
. .- r ^t^a^?-:. 1- Town of GYPsum - -7*.- 1' Town or \:yP>u.r rrait l^larrnountain Water i; . '
--
6. Vail lntermour .
. i"-' i 2. Eegle County Airport Authority
j ..',*' i,
-:'
:::^-::.:,"::";;;;;,"' . 2 z 7. Vai, sanitationDist': ' ' - .i. 3. Colorado Division o{ Wi ldl ife
-"I i / ,'r'/- 8' school District RESoJ i -- "/ '( r 8' scnoot rJts\Irel "Evv-
i
--4"
u-s' Forest service -,-7V
9. cororado Di*isionof wildlife i 4. Lr-D- | v'!!" -- y'rrt' g. Coloredo Division of
5. Eagls ValleY TelePhonc Co'
| --- t //,/ 10. u-s. Forcst servicE
^ -r--. rr+^ N;rlural Gas J ^-' 't . i
-
^ .)^Fr.v Mrn- Notur;r Gas J -9. /:-=-' "' ".', ! _ 6. HocKy rvrr'r' "" , l-/'P 11. tvltn- Bell Telcphono Co.
'. .t, l--t- Sctr"'cl Di:rlrict RE50J. . ^ u.#712- pubtic Servico Co. of Ct : 'i:-- 1. Sctrc,cl Di:rlrict.RESOJ /'4, ;fa2. t,rutt" Setvico Co' of Colo'
: ' l:;;.i:,"i$y3t'iil'.1:':?,."':''.i"t' ur#F-l;. U;;;G,o varrcv san'': ' ,,- .==r-,.,9-i.tc'J'tY]irr"iiii,i iii.':- -/rc:3- uppcr Eagro varrst """
f ':t'FFpt 1. school Di: trict FiESoJ r' '-::
.l . .: -
1. >ct rt"r ' '. | .--.
? : i- s.r",oot District ll 1 .i ':::, ::i:',::ff:::;::l' Ei"//4//**r
!
-
4' US Forc5t 5crv'cc'\'Y'r'rr'rr!' / t /
' - 5' Errr'rlo Vntlcy Tcle?hono Co'i t 5. ElltlO vnrrcy rur'-i"'""- --
l I ., .r-.. r:l^-trlc { c' Yorr''Pa VrtlcY [: rc'.' '-
i--
I . .\t!^r /.'!^ncics (rvlrorc:5'prcpri:rle')
i n'--" 1, Cc'lor:rtro Dr-irl' of I li'.ilr;'r:r)'3
r n anr^- l,l;r',c. f :,r('1 1 5'-f t;co : r
I
I
I
i
)f
l -: =:t.:-_-
f.'\
$
to
The following are adiacent properties
ilEui "i a-y::e"X:. 3;:t:"' ='o"
Eagle CouDtY' uur
'*
i
u.s.F. S.
Box O ilii."t", Colorado 81645
ATTEN: Ernie Nunn
B.L.M.
P.O. Box 1009
Glenwood Springs' Colorado 81601
Pauline Elliott
Box 71 iaiit.ri", colorado 81645
Richard Elliott
Box 873 i"ir' Colorado 81657
Claire & JoY Elliott
Box 822
;;;";;;", colorado 81230
Maxine Daley
724 Westrvood Avenue
v""u' ut"u 84532
Danief !'lurraY
% Hugh King
Jenner & Blocr<
#1 I-B-M' P\aza
Eit."El','r11inols 60611
Gore Trading Co'
q,-Peter Cosgriff fl"lEiiir"l-6otoraao 80461
Vail CitS' CorPoration
IOOO1 E. Evans
#69C 6;;;.", colorado 80231
Colorado Department of Highn'ays
P.O. Box 598
;i;;";;-; colorado 81645
{.' -
!
McDonald Bldg.
!.e: File No. Sp-97-78 Pre'1i:ninar]' Plan - Highle:rd l.leedorys
f *-1.i ^-.*r. ui ah Fr-:n+n. :-\:-.-'1 A-ia-+ ,.t^a^i-+i^-fI.rrPI- L d; r 9; ; l-*5rr vUlJ-eri -:r s-rL-v..:=-.u v\IPu] -- L/:\,-l
1850 Lincoh
De:,ver, CoJ-cra'": l32oj
&rcloseC herewith is a copy of ar application arlC przn subn-tied to the
Eagle Cor:aiy Planning Comnission for rerriev; and recom:rendation at their
regular neeting on 18 January L97e.
In accordance with C.R.s. ta6-2-9, 7c6-2-33 and 105-2-31+t 1963, as amsrded
and IagJ.e County Subdivj-sion Regulaticns, Section 3.C5 "-rC l.Of, as
anendei efiective 1 iugusl 19?6, y'ou are recu'i re: to r: c:'ive i,!re p1an,
and yerl have 24 Cays f:'om date;r"ileC r,,iihin ''rhicir to r-:s:crri or:he plan
wi-ll be Cee:ired io have been al:iiroi,.ed by your agency.
fne Planrring Comnission rgould sincerely apprec5.ate your cofflents and
recomnendations a fev; days prior to the meeting date. If you Cesire
a<i<litional infornation or time, please aivise this ofiice, in r.lriting.
fnank you very much,
! .4 -./
'!-7'7' :' /2 '.,-7-Z ..L---€ .'/ /fi.'/
itichael S. Slair
Direetor, Departnent of Pl anning arli. Developnen'r,
!{sB/jk
.r' . i _o-nrr T.r'ir'l or-
llannirrg f),;;,a:-rnrent,''Plan:r;ng C,:'n)nissi,,n: Suldiyision, Reztrnilg, Applirati.,ns :,nC Rt.',ie$ '3(13' 3?8-633E
L:il'i:,'rg r,iifi,:i.,j: 2:iljing l.:;ir!:s znC l:.; - ti.':., Z.:.:t,g .id;rr::lr',;:,'..,,:, :;i i ';l\'l;:-l:;9
tsEFAEI.HEiiT OF FIAIfiIIiiF f,iiD B[TEIOFEfiEB$T
550 Broadway P.O. Box 179 Eagle, Colorado El63l
F''- E #- -...Jc .:.1 -!.:.?--!-...**.--,*
ll.,r-l E. c-3. ;.:_.r,.ii. coMl/|.1l December 197? i :[i.i .'.] a';;'{
EAOTI ECI[NTT
t
EXHIBfT I'A'I
intersection of the South Section line of
Section 11, Torcnship 5 South, Range 81 I'lest
of the 6th P.M. and the northwesterly right
of way line of that particuLar right of rvay
easement granted l.lestern Slope Gas Company by
Pauline ElliotL by instrument recorded November
3, 1-966 in Book 200 ac Page 399, Eagle County
records; thence N. 48" rt.r 237.5 feet to a
point; thence N. 28" l{,, 45 feet more or l"ess
to the c€nEer of Gore Creek; thence north-
westerly follorving the center of Gore Creek Eo
a point that is N. 18" zLr 45rr W., 90.67 feet,
.trd N. 36" Z7t 15" W. 135.90 feet, and'N. 59"
08t 30't 1'I., L45.70 feet, and N. 26" 3] I 30rr
W., 70 feet from the Northeast corner of
Section 14, Township 5 South, Range 81 l{est;
thence 5.26" 32t 30'r E.r 70 feet; thence S.
59" 08r 30" E., l-45.70 feet along the existing
fence line; thence S. 43" 45t z1-'t E.' 50 feet
rnore or less to a point on the Northrvesterly
Iine of the righE of way easement granted
Western Slope Gas Company hereinabove referred
to; thence S-'52" 2Lt E. a1-ong the Northwesterly
line of rqaid tr{estern Slope Gas Company 287.5O
feet more or less to the South Section line of
said Section 1l- and the'point of beginning of
the tract herein describe{. County of Eagl-er '
State of Colorado.
:t
,Ebgle, Colorodo
, - .. E.h.:z.u-....7"{:::tcto. REcErPr
AMOUNT
Bu ildinq Permit Fee
Application For
Zone Change
Conditional Use
Special Use
Code: (Buildi (Subd ivision
All items are received for collection
no-payment ot any item.
Ne 3060
only and this receipt shall be cancelled for
RECEIVED
sJ s
it\
€
a-!a
.a
o
o
l\)
}J
-)l.;
i--
I
g:
li t;
t;
l:
lo lc,
t-l;r
t;
t;
t-
'-1 -{
t o
o .l
J
| ?..ll
l;IF
t*
t-;
t-
I+
1\.'I ll tFl t:t
tt j l-i
h
E
F'
F t:t
l-F
t
z z z,<ra I:
N)
.D
AJ
@
'.c
c)
qD
F.r r!cl -i r
N'o\
o
i\)
C'\
c
g\
o
l\)o\
o
;o\
o
;c\
o 'i'!t
I
i \o
e
\4'
ct
'.o
q'
vt
@ 6 .F aI
r$
.:\r{r
a
o
J
'9
c)
qt vt frJ
a3 ,!i
1T
rftr
7 :"
--1 r-.
\.o co \l 6 t5
l.l!,l
t
L-
r
tr a
-l
tr
|-
a,l1
=
_'t ,
t
{
tp --:t !l
!t
!
!
i'EE i i
FEiiF
I F: r:
ll'lr
Irl
tr a-
tr I
EI
c)6
I
i
6
=o z
o o T !
o
6 -t
E D {E t t r
ri a
t
t t
T
3
3
B
I t rl
5
:t 6
:
t I
I ,I
t
a
I t 6 I
a t
t
t
g
9 a t
a
H
t
o-
a t g
2
t I ?!
g
t r
I
=t
iiiii it: !s
iilgi
Eliii -- f t O <G t -q :o iiii
:9q:
iiii
E3?.t
i; ii fg =i
o
t
a !t o t :
-I a
I -t ?
t :o a
=c t
1-
L r..l
6'a r-E A e
tr il E if
c,
tri ,
a
:.
'l g
a2
-
rf
o
t
o C
g
t d ?
C t
t o
t a
9
6
=
a
o t
t!
e
U
tr
LJ
t 9
o
!
=a
I
a
!
a
c
o a
o
tr9 i8 -t =i t!ct 5r 3i E.
eEg
,dn
It il
EF
:I cl
i
tl
,f
i rl
LJ
rl
t-l
t o o t i C I
t t!
E :a J
F
c C I rt t
aa t
E
I :
=:t a
o u
ra I a
=c t
.F
BL
?F :f,rb .F
t:
;fffi
- tI r+ii3|\:[-/
! fl [s*--s
ct
t!
=te
a
iit
Ot!
-a
.n1?_'r J o 3-o o:
-fl .tg J -.1 ool al l:i
li "l lsd
oct
a=
c)1O o.i!
F3 o',a
t Ol o- -1 ol td tl tl
t- ..
l-'t |i
l?'
Fq lFt l- i'
lri ls l:=
t-cl to -l l(r a1 l'l | -l
| .tl | 3l
tl
1
9.1
Ca
d;
f,3 ol 7ta
a- -l
1l
I
F
t
z z.1J r:
NI
ED
ct
gE\
1-t .o-croe t -{?ct-!rO -€
ro o-
oi
cp r(o o-<o o€
tis!-i r
l\)o\
o
N,cl\
o
\o
o t i,i ,q
I'
i \o
@
\o
c,
t\,zI
ro
..-l
o
o
o o\rir
I
o N'
IJ
.l
s$zzl rI
\{2 @ @ lJt \ct I 'l
it
1
6).l
a
J
{
)
1 )
..
,r'l c,_-t r0r
t<
:r-
, ,-.<0,
6'.t
o
!
,t t
-t 1 t
I
l.'
6
I o a
o o
E !
{
6 z
D
2 t {-t t 7
5
q
A
t t I
g
a 4
I
t-t
C f -
o-o I-
o o
8
t t
C t !li t
a a I t
3
a t
F
I
I t<
lr
lc,
lo t-t
E t
t
g
!t o a !
a
,t a -i
t
c
!E
a l t o t e I
t
lz,
ti
. ii::E
! i:; i
iiii;
it;3s t:lii ;€:;E trt:s
fiiit -- r t C c6l -3"it i!ii :tg!
iii:
iiig lrl!
r335 i;ii -.<-51 i: =i
E|
D'ir :t
Li l!, =
t:t;li
l3 t:ti
:t
{
It
)
c t t :c ;
=C t
t o
E
=|'2
i5 t
a
t al f a t
tr
a t a
-t t d t
l l q
1 :I
:
a
o.I(l i8:
=-=8 ti3 6l :rl t !.3 -t
=Is II
=o -6B .l'
.l
{t
o g
ra l -
3
!t o o t i -!t !
i'J
IF 10
lo
10,lq
lo t:
o o 1
1 o o t,
o
6-
ct
3
;
;
5
ls
lr
l-t-
li
o
o .I
o
E
z ro'
o o
0,o
l3
lu
li
l*lr
l1
ll
t:
la
c.o
E
:L
JF
:E
;?
< {.p t<
f-
I
I
{_
t
Br a
t
t
9
f cgru Lv':. ,'.:: c.:i.T:s
Co6., I , . n; !' .; i r,:. i.:l
S?ll ond Fo,..rndatim Erqineoring
0
a
E
a
!
a
!t t
I
t I
GRADATIOI.i
2't % rarr,o 3l
FE-q,t Y<
5I L' AT'O CLAY _.,o
Llogro !rr.r- 27 % F!.3ttclrY !'rDE\
rrotgrurf - PEicf ir r- cr DR\ wf,tGxt
.. 2t
\3 10
\%
?3
j
!
a
a
g
I o
F.
3 i.q hri a*n .Er 'h
v 3 g-ahtrq! tl!,!l.o i :Lltr fOvaef O*frrk|t .,* .ra'4tc ." i .. ! \. ,r. J ,.J
D,.rtr!r 6r eraft'lt ,. r,",'ttir.r
ll3.tl
tq.3
-E !- P.:taf::!,-r ASTr,r D6g8-70 f{ethod C acrra^: - -
l;r,;r,:'' = '.::,.i. :t?j
-r ':'iir'.e
G'avetl'; Soncy gllt
? lr,: rrCli lli iE€'T RESULTS
', '! [ /?E
JT srt''tct olt'!r.r I cLllr lou^rt cfi r,r .F..cata ia F .. rr' \' 'r f !'f t!a-a€re a8r- ar- .ail rt-
' .. .'-.{[."-.: :':;:F : l$
Cr':;:ti14 i-'.; !r't +;s
f.il ond Fe;n&tico Ergineerirg
c I !
l'
a
a
I
!t I
,
t
ca9 0a c!. ct. {
:r^tatta Of
!,nc 't .{!. .l
i,l r ,.!idf'tcl I'11
zat
Il tr
01-
tlrr I tta
3alD!tI
C.RT.3^.TtON TES'i ?=SULiS
t't at rjr r t F L I I
LlgaJlO Lt!' t t
gt L- AxD CL AY ql
PLA9'l C l TY lt{EEt 25%
\2%'lo
\
t
3
I
a
o
a o
|t.cl!?-.( - tl-tcrNT 07 wElclrT
3 v:.: Fi. :] T i'l'ir i::;:':i:---S
c.4,,: -.-! -t.'- >b..( .:--a{. ASTH OL':9-7C gerhod C
' !;';;e I l';
'-.- :: :i ?.:'a.=:'r-i,:i Flc.2
5.'ii o",c' iorndctior' En5ir erxing
otl
gi.rr't\rlr<L -
acF sE a -l
o
a
!i
,
o i
t ;Q I
!
al
E
rlt o'.
I !!t_t t l'.'iruf, ,. -1..'.}i"r..''
Cq4SF.TICN TEST R=SIJLTS
e^\o 51 7o 3l Lt ArrD CLAY
% PLAsrrcrrY rrr.Ex
'I
rl tl
CO!3! t I
enavc!- li %
LroJt0 Llra f :
56%
To
t t,
a
I
a
t
o
3 o
ll_____=_=_.2
r4. I
:.'it=,. L- -.t Ti:,: i,;:. ':- S
-- !.. . rr AST}| D€=?.-70 herhoC A
C,'a'' r.,./Cc:. 3ravel
.ft_-
.-crapac.i9r -!.r.
!^r,ELr .r Sar.Cr
,e),.. Hi;h!;-,J
laa: a.--,i (.,
c![a! t9.rU!. aa .ts..J.f .. Fr .r \. \- .i J ,-J
rrOltt!,af - Pf l|Cf Xi Ot bqw !\f tGxr
: ,,-i i.
?\s:
:8ffi
ota
tD
a-CD
o
z o
o
:
I l-
l,:
l*l t r'.
I
lr f = E g
FtlF.:
Fli i :
lilllF
li''i
-{c
-a
t
".:
o F
F
0,
o
=r l
6)
t1 '-
o -v
_t!
o .n
d :
o
o
( ,-_!
3 r
7t o
6|r
3 o
J
L-t
-i
F
t
r a,
J
'n
,:/
,j
,--l
l:F
7t
!-l.1 t'
l1 IF l+lJ
| '.
I
I '-.t-,
I t
F
d
1
m
=
o
G'
=t o
F
I
z,
i
z,z,z,rt
6t F
rIt
6't
C-'
3\\tr
r !'!-i r
\o
o o
)
o
I\J o|\
o
t\
I
-\l
<t\'!'i 9
I i tv
N <t o
\tt
@ s
'{
Or if;
3\o
!ci\
!\J
.r !3 f.t rEr
t
o
\J
t9
{,,ro
.t\
8T 231 rt
ct \.'o o
\3 \o \rl ,l
't, c)
E-l ro -r<
o F-
-r':
t-=
I
c>
-l
IJ
:J
"t-.:
.1
.
67 1
a)
o
:
_I o-
1
:
lJl
):
tr-
1
6l .t
o
:.r
t-1
-
:]J
J
!
r)
6
J o z
o o r I
o -{
o z )
F
-D {-!t r
t
"l
3l
3l El :l
il
FI
.ii:ii
iriig
iii$;
Fiiii 5:iF
lils
iili ;i35
igig Srll
E3F3 iiii . '<- 5 I f : =i
n
I
c !t t
o P
=rt I a
?
:l t t
v I
=o b
=o t
a
I o D
a tl
{
-
t A
E i
{
€
t
9
i
l t
5
I {
o
a
€I c t
t
F
lI
ls li l€
t:
IF
t;
ld l6
l+lvt
to to lE lul re
o
;)
L
3 a -
o
=o :
o t
t
{
o
t a
t
7
o-
a
a
o
=t
:oF aig ili Eir iii
_!F
a
o
,c!
,2
q
ta
.l
o
C o o F
CI o il-
o
.f -l o
F
,
o
c t gt
FI !
tl t
t t A
t g
o t
a
9 I
I I {o
at o J
.l OE o.a
o.a
_t 3''50 dq i3t 33
'o3
.l
o 3
9
o
.l
(!
f
o
'1
ft
(-
F
E
?t'! l(-
Jle :li
t-ti-'[i
tt
t o
!
'9
{]:', Z ii ,'. t--l ! r' : g +: i,'. T I :
Cr-n-,*lt.'-: ir-,; i',i r*.
Soil ond Fcom': iio+, Enpinee"ir6
GR!.DATION TEST .QESULTS
i9 % earrc 25 % srLt afrD claY
LtclUrD Lr-rr 3l tlo FLAgrtCtT.'. lfi{oEx
!{ol!tual - PEFcENI o- oRY Wf t6'{1
,5 ?a
19 r--__--+ - - i '---
' cceE^a _ -ri - z t' >- taa 3u-a A9TF DigE-7O r{ethod c
o I !
a
a
r
I 4
!a I t
I
t I rp'
ts
3CA?L I I
oFr - r'f l-
i 'ro
I
I
3
a
g qt
a €
F
:
jr,F!r i-raveily
2, .;z t'' i "'e O-,
F. -- a .i_ : - rcEr i .
Sano'y C i ay
,{ F r -
A EAr-Yg i
C-gr! tO.rltt u:: !riJ.'ir !r5r&rt I lirr" Iouap[ cpgtrEl,:te 'ts'..as .. !.r
D,rnl I I t ;, fi PhlI,n',', .9f1,,0"rtl I Ita
i-.-.r=ac ::1,. tl-:T fr=5uLT5
3/ 15 ii1 Fio.l:'''
:... .. .. :.. ..: i r :. ,,i. :. 3 !: r" . ': ; '-.
i:..::--, j: i*; i:5in: 'i
Scii c"'l Foun&tion Enginee."ing
!
E {
!
I t
o
a rl
u
3
a
a
tDAJfttl ot trr P{ r. c ,t ti.tu"tl I'
:a!!!lt
orav.L 56
LIC!JtD LIM: ?
IRAD.iTION T=ST EES.U:TS
T, saio 3ll , s. !r ..io c!a.Y
% p-asrr-- j:v r\Ef x
ic l0
NP
137.6
7.6
l!
I
3
I
?
c
a
,-. Y,l! l!!3tlr6l | . 3 l'.rr:^"r it ! :r+ i gllre lgur'a oDtlr.€t
a i'.a .a Br a- .Fr .e: .6o ',oC .ta'-aas .. A r. b' \- rt! t !-|l
raollTurl - PttcEr\r oF !at \A,ilG.<l
a:t'{ oaaTlOr'- lsST Ci-1-:-;5,
::vGA-, -.." .rei 'r:-!:.f,3u'r ASTtl D69E-70 hetiod D
:f.:h
. r. r.,!t . _
wl-/" 6 +31\tr
l*aterlai Feplaeed
i/lj -: i-'
E:1.J
at
-l o o-
:.J
h,t
T.J
or
o
E8
''O Ix -a :g -a
raI
oct o=rfD
E tt
E
It
a o t.)
F'
a
t)
o
@
z o
g
;
c
:z
FI
E t
O
ct
7
t
d
I
TlD
t i r tl trl {
t-o i
t,
_i -c .:'s :c-
-r)!r<
!r-t'
=r .)o
-c :^ It .J-€,rt<
tn<c-6 a:
;>
_. at
32
tq
:
(1
-?:,
t
1
r, g)
-rt -4,r'r <
s).<-|1 -,r
--l
+o o
o -t
o
0,c\
o\+\'r c
-t I
J
o
Lts dH
*q'Ka*g'- $ "+
wre
;-o
6
o
o o -!
5 Z t
-,
?
E
I
A t
:t
F
e
E t
I l-t
C t i
f-
E )
L
t !F
G
a I It
3 -!
5
-:t o
g
E
l-.r
fJ I:
h
,o
t a
E g
t
o
t
a
.l t
t
c-t ;
la I a
t €
:t a a
D'
i o :
o ,
c
6-a
a I
Q
a
t o :
PO
=!:Bli reg ItE -l=
ttE
Ele Fl3 3li
t;IE It li t:t;,c\rF )a :i 'f r
A
s
a
J t t t
I I
dsi
iii
tt
!
:r
t rt
0 u
ra
?-=c ,
rl
a
-t
'tr
t:
h
iF
il='
'L :l=t-
L:-
I t-'t.t-
L
a ;ll
G.{
I
5
iiiii
iiIii
ii{it
Fiig
:99!
iili
r13E
i;i i .-= 3l Ig =i
!,
O-_ll
I
I
I
c
o
al
o
'F ;!
=t rd
-I
o
fD
p
r r e
t')
F
(?tt,
t2
o
o
z
a!c
?
:z o
9
-tr
EI t
O
E:b h;6 ;rl E6[
iFI :ii
: l."I
rF
=
1
:
::-
t;l-
t;
t-lL?lc It l.:-l-
lr t 'l
{za
<a'
-<a
(1 {
=
f
c't
..1
l
J
o
CE t\t
-!
1
r
a.
=!,
o
o
l\)
C,
o
o
1
7:
o
o-
.J a
!
ta,o
!
6
c
o o r Y
o
6 Z )
i
t
A
2
i
t
g
I
3
I t
C t
!
ii
il l:aa
i:FI cl
ll
tt .l!3:t:a!l!a'tl
5i
Ii tl lnl t= |
tl!l t1
t;ll
le l-<
t3
l3
1:|"t lo
t9
t g
I
g
t
9
I
I
I
,o t t a t
o
t
o('
5a t E;E els 1' 3 r l-t
= l;=;r;t l=!: l-a f e,r a
i Fi
el
11ts
ol5 -lar
ot=tl6 2
-l rl al *a3 {i
E
6,a
€
q
aat
:er,'?il:i;
@tJ>.1 iiii:i!i:i
ii; sE
lilii
Eilii 5:at
iEig
:g g:
isE I
iiii qt?f
;=:i :331
iB =e
=
.1
T
t I
Po o=o=)-
=l e.-er ll lr .I
i
g
D
=:t -c e
a 2 -
,
o
!
I
t
o g
a
2
tF
3-
3
D t -,t 6
z
a t I t o,
I :t o
I t 0 o t rl (t -t nl t o t
i-u '--/ l"t'Y I
Dear Mr. -Knight:
This is to advise_y-ou_ that Gore Trading Company owns ttre property described on Exhibit A which is enclosei with this 1_etter.rt is our understanding that a plat has been presented to your department for you revie'r covering property bounding core t-raJfug Companyrs tract on the south and west.
_ _ Gore Trading companyts tract is not and is not to be lncruded in this subdivision. Ttris is to advise you that Gore Trading company has_no objection to tshe presenr plat as itopo""J to yourcomnittee as long as our tract is properly excepted therefrom. rt i.s arso
:"r.n"gglstanding thar reasonauie ingress a.a .!i."s from vermont Road rsil1 be extended to the bound"ry lirr" of oir properEy.
March 10, 1978
Mr. Terrel Knight
Eagle County -planning and
Zoning Corrrnission
Courthouse Annex
Eagle, Colorado 81631
Re: Highland Subdivision (formerly l.'fest
/ech
cc:High Country
GORE TRADING COMPANY
Betsy Cosgrifl, Presi danl
p-O. Bor 913
Lcodvillc. Colorodo 80461
(303) 486-2688
HECEIVED
[,AR 2 3 l97g
JEr'.. rt Flanning & IrilroL
EEEI€ Qoufty, go!5
VaiI Ridge)
rf you have any questions, please direct them to the undersr-gned.
Yours very truly,
GORE TRADING COI"IPAI$Y
Betsy Cosgriff, president,
, ,€GLEF.€TV
itment of planning
Box 179
,LE, COLORADO 81631
qq^Ro oF couNTY crJrrlfv SSlONERs
$D8lt$!srRAIoN
fJlr#ALz SHELTER
f,'f.E;;g*
BUILDING rlflercrton
FEEE[S,"La gte 329_0372 uasalt 927-3244
COUNTY
ATTO R N EY 328-6674
5$j$5.*
EEXiITgN',irENrAL
328-771A
EXTENSION
328.5370
LIBRARY
328-77A7
$Y,f,'"-x['Eie!"
5i*$i[,IG
Srgt?r.iBR|DGE
#i'i""**.:'*,
soc tAL
5E R V ICES
3?8-6328
INrlgrg^t^
6 Deve I opment
Harch 20, 1978
To:
From:
Johnson 6 Kunkel Land Surveying
Eagle County Department of planning
and Det e |opment
Please revlerv the enclosed legal descrlptlon to determine whether or not lt overlaps the property included ln the Hiohland lileadovrs (iormerly Val I
l'/es t Ridge) prel imlnary plan. lnitlal revlew suggests a problem in the legal descrlptlon enclosed.
*//-, /*,/^-
Susan Vauqhn /
sv/jk
d 'll
II I ll
I
h I
{
3 I t
ft .{t'l'i \r i'
( n--/:(-
L---:P
[,ti
tl il
lt
i1 ;l il ll
il .: I
i
--* -.*.*;--:
-n*'.
.r\"\\--t -
-..ts..
-i;1?
EXHIBIT I'AII
Coi-snencing at a poinC that is the point of intersection of the South Section line of Section 11 , Township 5 South, Range 81 trIest of the 6th P.M. and the northrresterly right of way line of that particular righi of way
easement granted, hlestern Slope Gas Company by Pauline Ell-iott by instnrment recorded Novenr6er 3, L966 in Book 200.at page 399, Eagle County records; thence N. 48" W., 237.5 feet to a point; thence N. 28" W., 45 feet more or less to the cdnter of Gore Creek; thence north-westerLy follorving the center of Gore Creek to a poi-nt that is N. L8" 21t 45tt W., 90.67 feet,and N. 36" 27 | 15" W. 135.90 feet, and N. 59"08r 30" tr{., L45.70 feet, and N. 25" 32t 3orr W., 70 feet from the Northeast corner of Section 1-4, Township 5 South, Range 8l- I{est;thence 5.26" 32t 30'r 8.r 70 feet; thence S,59" 08r 30tr E-, !45.70 feet along the existing fence line; thence S. 43" 4Sr ZLn 8., 50 feet more or less to a point on the Northrvesterly line of the right of rvay easement granted
trJestern Slope Gas Company hereinabove referred to; thence S. 52" zLt E. along the Northwesterly line of r,raid l.Iestern SLope Gai Company 2g7 -SO feet more or less to the South Section Line of said Section lL and the'point of beginning of the tract herein described. County-of ealle,State of Colorado.
f
i-*-<-
RECORDER'8
-'.i-''14 .l- r'
March ,r978,
and b7 drtuc of lbc lur
pl'rt lrDd
end by virtuc of thc hrr
recond pert;
Vail ViIlage l.rcst, Filing No. 3,and that parcel of land described on the document. attached lrereto as Exhibit A,
RttEIYFD
tfiAR 23 /9/8 -
0ki,,l. ttt ,_
F_:;- ,:snnioc & h_.^,
:
i
ToGETHER. *ith ell end eingntrr thc hcrcditamcatr errd eppurtcaenccs thcrcunlo bctonging, or h r-oywire eppcrr:.ining, a,nd thc rcvcrsion a.nd rcvcrgion3, rcoaindcr and rcmainderr, rcnts. issuer and grofitr ttrcrcof; end ell lhc ctbt€, r;8ht' ti c. inlercst, cleim and drmand Bhatlorvcr of thc seid prrty of th€ first garq cltltr ta teg or cquity. ol, ia end to tlrc alovc bargaincd prcmists, sitb thc bereditrmcntg snd epDurtenrncca.To HAVE AND To HoLD the seid prcmiscs ebove bergzincd anrl dtacribed, wirh thc eppurlrnrnccr unto ihc *id perty of tlc rccood p..rt, ilr ruccc5rorr end areignr torwcr. Aad thc erid
.
iart' of thc fitlt pirt fdr itsctf. its ruccesrors and arsignl, dotb coven:,n! gran( bargei"o !.rd agrcc to lrd Eith thc rzid per$ of thc rccond DarL ils cucccrsors end asrignr, th!.| rt thc timc of thc cnacaling ald delivrry of lhcrc prcr.cnb it ir ecll rcizcd of tbc prcmircr el,ovc convcycd, as ol god, rurc, Dcrfcr! lbsotutc .od indcfasiblc cltrtc ol inhtritaucc. ia lar. in fcc rimplc, nnd hath good righl fult g,owcr and tawfut euthority to g:-arf, bergain, rcfl end cotivrr- tbs rr'me io u"eJt ntr eqd lorm aforcs:id, aod ttel 6c r:-oc erc frce urd clc-er from ell lorurcr r,,d otbcr 5nntl, Lur5ahl, aalcr, liclr, t^rc!' rgrcllmdrlt rrrd ircuqbrancer of irhelevcr Lind or nlfure gorrcr:
!:*:"itt gcnerar pro'erty taxes for 1.9?8 payable in r9?rijfun"ti:;f""tor casements, rL-stri_cti.ons and resefvations of record;
urd tle nlovc sargriocd prcmircr in Lbe grict end pracceblc po.rrcrsiou of the Eaid Dertt of thr aecond parg ltr tt::rors and nesi8rl as:a;nst ell and cvcr; tcrton or perscnr lawfully ttrirning or !o ctaim the wbolc ot uny thrrtol, tbc aeid parlr of the firgt lurt rbalt anrl will WARRANT AND FOREVER DEFEND.
- - -V ry.T- [,. - c_ 1. T.y _ CciI a.FJ]r I oN_ _ _ _.-. _ _ - -
,r6/Au"t> c5-.E LtrroPf ;=,r;
_.,Counly o?l-.
''
_- Thr lortgoing in5truracnt war ectnowtcdgcd 19 ,by dz7 oI
a3
t!
Prcriilcot rnd
SccrctarJ' ol
r corgora tic'a"
Uy noteriel cnmmirrirm erpircr
\!i!etrr my hand and otficiet rcrl.
Nc',r:t Prbrlr
Tr.tq DgsD, !trrdc rlL &l o{
bct*cca Vail .Ci ty Corporation.
STATE OF COLOR^DO.
brfort mt thir
I (orporriica dull orguircd ra{ -.i.1fug oo6.,
of tbc Strtc of Colorado, ol tlre tint
lligh Country Corporation,
r corporrtion dul; orgaal:cd ud crialing undcr
ol thc rrrrc of COlOfadO, of thc
IVITNESSETH, That thc said prrty of thc firlt psr!. tor rnd in cortsidcntioo of the rurn of Nine ltundrcd Thousand and nollOO (S900,000.00) _____DoLLARS
lo thc celd pertJ' ol thc fir3t Parl in hand paid by tlrc said partt of i}c srcond par! thc rcccipt whcrcof ir hcrcby <on(tstcd:nd acknos'lcrlgcd. hrlh grentcd. bargeincd. sold and convcycd, a.od by thcrc prclrnb docr gran! brrgein,rtll, contcy and conlimr, ulto tht nid party ol thc rtcoad perl, itr rucccsrorr and urignt forcvcr. e1 the tollowin3 dcrcribcd or prrctl g ol land.. siruatc, tyin3 and bcing i! thc Couaty of Eagle
and Sbtc ol Colonilo. to-wit:
,EC'
part
Ili 1ltItl{9SS ltrHEREOp, Tbc aaid parry ol t}rc firlt pert }latlt c.rurcd it! coryrontc Daurc to bc hcrcuto eub.lcribtC by irs PrGr;drn! and ils corprtrralc rerl to ba b6cuoto llfi_rcd, attcrlcrt by itr ttctt!2rti tl,e da;, rnd ;'tat firrf rbovc writtcn.
A:':!t: I
No.:97. -! i :^'.:-t flFE!-{-ric-d,. r. aGrra.,rr-! -Dredt-;d IuLlirt,tol C.6- l[:{,ia S!o!r g!,*t, Drn!.r, Colo.r.Io -_+.tO
- !-/
lo 6-
/l t@4
J1--r ^-; -,/
i \ l'-i * ->
Lly nohriel cornnir rion erpircr
Witrrcrr rny haod and olliciet ccal,
ny5/---D--+-"--'-ql:-.Er-E_o:Le_____
/ / .P,-|l 6L
Dc<alrttt,o.) ,-
4Fstrtr 4 P.t ,, ( |
E):HlBIT A
Part of tbe Southwest_one_guarter Section 12. Township 5 South, Range 81 l.test 6th p;incipal rneriair",'E"qf" County,Colorado, hore particularly descrfbed ;;-;l'if"r], to wlt:.
BeclnnJ'ng at the Southeast cornet of the southwest one-quarter of tbe southr.rest one_guarter of aaid Secti";-it,-which l_e also the southeast corng! gf vail village w""i,-iffirrn ,r, as recorded :1":i":;fl^ll;,lrtnr in Book 232 ai p"g"-eo-o-"i"ir,".iaer. a;;;;;"
eou rhw e s t ""._ n" : i l" I'5?'.u; ". :: l:;_ : l: "3"..1;, : : ::, t:l ";: f . * :: ; ""12' along the east boundry rine or said vari-vrii.g.'rest filrng 13, north 01 degrees, Ol .i""t"s, 36 second, "u"1, 646.15 feet to the sourheast colner of vail viiiog" Hest, flii;; lI, thenie contl'nuing a1on9 the east ri.ne-oi-ir.,"- r""itr;;;";""_quarrer o6 the southwest one-quarter of said section r2 "r.,a-iiong tlie eaet uouna-ry llne of Val1 vitlage west, riri"g fl, north ol J"grees, 04 mLnutes,36 secondg east, 409.94 r""t-i"." o:.1:." !? ; ;;i"t on,:i1,.-ro,iir,"rfy boundry l1ne of Materhorn-vifi'"sl, flllng lI, tt.r,.e depart!.ng sald east line of the southwest or,"-6,r"rter of the eo.. --hu€st one-quarter and departlng sald east bounJ.y'rrr,"_ot.vail- viiiug. west flllng lI,and foltorlng the eouth"try u"irtiry llne "r uii"ir,orn V'rrage firtng fl south gl deorees, :f niiut"",'-li secondg eaat, 447-17 feetl then departins'eaid eour;"tiy ;;;"iiv ri"" or uareiioin vl11ase eouth 05 degrees, 57 minutes,
- 3 -seconds-iaet-, g75.50 feet, thence south 130 feet !.ore or I'ees to a polnt on the south rlne of tne'ro,rttrwest one_quarter of sald secrion r,r:_!f:1";-;i;";-eaid south r,i;; of rhe sourhwegt one_quarter north gg degrees, 54 miiutee, 3g seconds westr 553.0 feet to the polnt of beoinning- 's.la p..it of scuthwest-onc-quartet of eection 12 contalng 5lEizgt-C'rq"i"-rI.i, o. 1I.8524 acres more or ]ess.
riCTc-oa- y'
fw J i: -:u
STATE
Ttrr forcgoing
,LI d.y ol
at
A'
Preridcnt a-ad
Srcrec,ry ol
r corgorsticrq"
/
Nt'r-,-r P!blll
E*r--tr rr.
oF COLOR-{DO. I 'i
coun ty of-.------.- -.... I
t"
instrumcDt eer echnowttdgrd btforr mc rhir
No. ?6?. q ! gntliTt Irf,.ED--{-rF.,!.:.r t. Ce.l-ritt-.-I] ,tf..'d lg!,:i!!,to, C!- tr:!.!i :-, ,!! Stl-a. i.n,.r, Catc & -_+-?!
t '-: ='{<RECEf VrtD
ti'try' ',t !
l';L:,. .,
Caair!-
AGREEI.IENT FOR EXCHANGE OF PROPERTY
THIS AGREEMENT made and entered into as of this
day of March, 1978, by and beEween }I$(INE DALEY'BILLS (herein-
afEer called Bills) and HIGH COUNTRY CORPOMTION (hereinafter
called HCC).
WHEREAS, Bills olrns an undivided 75"L of a certain I
acre tract of Gore Creek, Eagle County, Golorado, described as
follows:
That parL of parcel of land lying and being
Southeasterl-y of Gore Creek, in the NortheasE
Querter of Section 14 in Township 5 South,
Range 81 liest, 6th P.M., Colorado and more
particuLarly described as follows, to-wit:
Beginning at. a point whence the NE corner of
secrim 14, T. 5 s., R. 8L W 6th P-M. bears
N.73" 04r E. 1340.7feer; rhence 5.47" 321
1,t. 109.0 feet; thence S. 42" 28' E. 200.0
feer; thence N. 47" 32' E. 109.0 feet.; thence
N. 42" 28r w. 200.0 feet to the point of be-
ginnlng;
(hereinafter called VaiI-); and,
IIHEREAS, Bills is desirous of exchanging her interest
in Vall foi certain connnercial property consisting of four dup-
l-exes in Moab, Grand County, Utah, described as follows:
. I-ot 1, Block A, Kerby Subdf-vision and Lot 1,
Block B, Kerby Subdivision, City of I'loab,
County of Grand, SEate of UEah;
(hereinafrer cal1ed Mcab) which is presently enc':mbered by a
trust Ceed dated December l, 1975 r"ith an approximate unpaid
balance or.ring Ehereon as of this date of $83,500.00, provided
such exchange can be accomPlished wichout adverse Eaxable ef-
fects to her; and,
l"ltEREAS, HCC (or its aBents and assigns) presently
has licab under ccnt.ract to prlrqbste dated February 27, 1978,
and is willing to ev.change I'loab srrbjeet to the trust deed re-
ferred to in the preceeding par-agraph for Billsr interest in
\.ail upcn ihe t.er:is, conCitlcrs and understandings herein con-
--:---:Lc.r rrlgs.
tJiE
L beqi.
Co,q
t:trt al
fsile
:t
rt
a
,l
:1
€
;
mlses of
.,f o11or":
i
li
;
.ln Vail
6
NOW, TI{EFLiORE, i.n consideraEion of the rur-rtual pro-
the parties herein contained, Ehey hereby agre'e as
:
l. Convey by general
to HCC, which ProPerty
BILLS SMLL:
warranty deed a 75% interesE
shall be free and clear of all
I
t,liens and encumbrances on the date of transfer exch'ange excePE
as follows:
(a) 1978 general property taxes.
HCC S}TALL:
1. Convey by general warranty deed Moab to Bills
utrich shal"l be free and clear of all liens and encumbrances on
the date of transfer exchange except as fo1lolrs:.
(") TrusE deed dated December 1, 1975, executed
by Harold E. Egan, Jr., et al., as TRUSTOR, Delbert
O. Oliver, as TRUSTEE, and J.E. Kerby and Irete Kerby
as BENEFICIARIES, recorded Deceinber l.2,L975 in Book
238 ax Page 270-272, Grand County Records, which en-
cunbrance BiIls will assume and agree to pay accord-
ing to its terms. The parties understand that said
note and trust deed is not in default at this dat.e,that the same can be assumed by Bil1s, that the appro-
ximate balance as of this date is $831500.00 and that all pa1'rnents due and owing on said note to the closing
date vrill be paid by the present owners of l'{cab, and I Ehat the noEe and trust deed will not be in default. on
the date of'closing.
I
(b) Taxes for the year 1978 on the real and
sonal property of Moab.
(.) Existing leases and rental agreements on
duplex units of Moab.
Per:
I
I
the
(d) Building restrictions and rcstricEivr: cov-
r €Flsnts reccrded June 22, 1961, in Book 400 at page
,542, utilicy easement and easements shown on recorded plac of Kerby Subdivision.
BOT! PARTIES TNDERSTAND AND AGREE:
1. That the conveyances referred to above shall in- i clude che subject properties together with a11 easements and rights-of-way appurtenant thereto, al-l- improvements thereon and arr fixtures of a permanenE nacure currentry on the respective prernises; and further, ic is understood thaE markctable title io the 757" interest shall be conveyed by Birls to HCC of vail, i
and rnarketable title shalr likeroise be conveyed by HCC to Bills cf lt:ab, subject to the above referred to exteptitns, limiEatirrs :rd encu::rbrances.
2. Currene tltle co;nrnitrnent.s in an amount of $80,000.00 for vall and an amounr of $160,000.00 for lioab shall be -furnished by che respective parties to each other 9n or before April 15, 1978 wirh the transferor being obligated to pay for che title insurance premium on the prop"rty ihe or it is transferring, which tltle commitment shall ih"r rn.."hantibLe title in the transferor subject to the above referred to exccp-tions, limitaEions and encurnbrances.
3. That Vail and l.loab will be exchanged in rheir present conditions, ordinary wear and tear exceptcd.
-i-
f.
.. 4. fhat both properties shall be damage with extended coverage provisions in rtre value of the inprovemenis thur.on from closing daEe.
insured for fire
an smount equal fo this date unEil the
'and pro-rated
9. The parties r,rnderstand that outstanCing 25"L intcrest. in VaiI which is as fol1or.rs:
5. That rhe following irems shall be apportioned
each
to the closing date:
(a) The general and property.personal property taxes
(b) Interest, on encumbrances assigned.
(") Rental deposirs and rental pa;rments and/or prepaJrments.
(d) l{ater rents, sehrer rencs and other utilitles.
: 6. Ihe closing shall be on or before May l, I97g in ;jMoab, Utah-or ar the offlces of High-Counrry Corporation, i ,l::":::_?olorado, rhe tocarion and rime ro i"-"gi..a upon betsween
,
the pa rties Y-asgg \rPett t'EL
I ' l. The possession of these propertl_es shall be de_.llvered on the closing date.
' 8. In rhe event either premises shall be damaged by
-t::"_::^"ll:: :::"aLry prior_ro. rime "f .io;i;r] ," an amounr of not more than ten per cent of the total prrr.f,"i. price, the :'":"r of- damaged premises shalr be obligared to repair the same before the date herein provided for deliv"ry "i i""a. In rhe 'evenE such damage cannor be repaired wichin said trme or if such .damage sha'rr exceed such sum, thi" "orraract may be cancelred aE option of other party. Shouid the other party..i.., to carry ouE this aBreement despite such danage, af,"-rln". parEy sl.aII 'be entitred to arr the credic for thJ in",rr.r,." iroc".as resul.-ing fron such damage, not exceeding, howe'er, th; total purchase prlce- shburd any fixtures or services fail'between Ehe date of thi's ag'ree:nen. and Ehe-date of possession or the date of derivery of deec, whichever shslr be eariier, then the .owner shalr be resPcnsible for the repair or replacemenL of r""ii fLxtures or services r,rith a unit of similar "i"., ,gu ""a-qJ"fiay, or an equivalenc credit.
there is or may be an presently vested
:'
.and
, tng
Kurt Dalci' - 4-177"
Ray Bransc:.n, J:-. - 72.57_
Tracy irnn Brarrscom - 4.L7%lteidi Branscom - .4 .L67"
BilIs agrees to r.rork with ana cooperaEe this outstanding interest.with HCC in acquir-
l: 10. The parries further !,rnderstand andgree that
icertain title curative work may have to be undertiken prior to 'the closing to properly vesc citie rc vail in HCC. eills agrees to ccopera Ee and r..'ork r.rith HCC ;-iLlr rc-spect to such tiEle cur-ative v;ork and to e):ecute any n.'c.-,ssary or requested dscunr:nts r
-3-
. ""-r . . )
I
I
!a".ar or.affidavits for the purpose of perfecting
iBills, however, shall noE be releonsi!:t-l:t-::{^
title in Vail.
legaI, courE
curaEive work ot prrbli.ation costs in connecrion with any title
ot th. VaiI or Moab ProPerties'
as escrord holder.
11. This contract can be specifically enforced by
leither party. I ll
I tr. The parEies recognize that by reason :f-lt9:" i
.contractual obligations lvith the Present o\tners of Moab an I
arrangenenc difflrent than that atove set forth may have to be
I
,"ir.r.i.rr.d wieh respect to the acquisition - of _Iloab and its trans'-
.fer to BiIIs. Such arran8ements may take the forru of Hcc acqulr-i
i;; ;;"; for $160,000.00,-with-a $30,000'00 downpav'elt and the
:
i"i"r,." of $fiO,OOO-OO paid under contract providing for "ToI- I
li""a ncnthiy instaltments of $11242'36 over a 15 year period'
in*,i"f, p"yt.rri" to include interest at the rate of 8% per arulum
and Eo bL made to the First Securlty Bank of Utah, Moab, Utah,
rovided:
Bil1s would conslder consenting to such an arrangemenf
any real es ta te
transac Eton
(a) She is not obl-igated in any Banner to Pay
any party on account of her acquisition of Moab more
thanthe-balanceoftheexistingfirsttrustdeedon
the property as of the closing date, and
(b) She receives adeguate additional collateral
to insure the pa;rment and perforroance by HCC of its
obligatio',t"p"ythepresent,ortnersofl'loabthedif.
fereice benveen tt. present balance of the trusg deed
dated December I, 1975 and $130,000'00, and ln this
regard sle deems idequate additional collateral to be
anirrevocableletterofcreditfrcmarecognized
iending-institution in effecE guaranEeeing HCCrs Pay-
menE of the additional amount' to the Present owner
of Mcab over the trust deed daEed December 1; f975'
i
:- 13. Bill-s shall not be responsible for
co:anission payable or asserted on account of this
providing for the exchange of Vail and Moab'
V,
I {
I I
f I
!
J
I i ,l
I
i
2
:|
I
T
5
l
IN I{ITNESS IfiEREOF the parties hereto have signed uhis
agreer:renE as of the day and year firsts above lqritten.
IHIGH COTJNTRY CORPORATION
a
i
:
I
I
i
I -4-
I l
I
i
,
PROTECTIVE COVENANTS A}.ID DECLARATION
FOR HIGHLAND PARK TOWNHOMES
EXHIBIT 'lAN
TEGAL DESCRIPTTON
Final Plat, HfGHLAND PARK ?OhNHO!{ES, a Resubdivision of Tract I and fract II,Highland Park Filing Number 1t according to the Final Plat record- ed on August lg, 19gl at Reception Number 2241Sl in Book 327 at Page 789 of the Eagle County Clerk and Recorder I s Of f ice an-d con- iaining 3.67 acres, more or less, County of Eaqle, State of Colorado.
EXHTBIT NBN
I,ot A (Cornmon Area) which consists of all of the Property describedt in Exhibit, "An except tots 1 through 12 as shown on the Final plit for Highland Park Townhomes, County of Eag1e,State of Colorado, containing Z:Sfi acies,more or 1ess.
t;
f
s {
:
MINUTES
VAIL PLANNING COMMISSION
NOVEMBER t, t977
3:OO P.il.
Present: Dudley Abbott Absent:
Scott Hopman
Ron Todd
Pam Garton
Ed Drager
Staff Present: Diana Toughill
, Al1en Gerstenberger
Gerry White
Sandy Mills
Presentation of Bedevelopment Pl-ans for Gondola I and Gondola
II Buildings
t* tr.***ion of the redevelopment plans rras made by Mr.
Gordon Pierce. At this time he wanted to get comments, r€-
actions and suggestions from the Commj.ssioners about the reno-
l'atloD plans for the Gondola I and Gondola II terminal build-
ings. Formal plans will be submitted at next week's meeti-ng.
Gondola II Building - The main purpose of redeveloping this
@force the commercial areas, clean up the
service yard, make the terminal area more eonvenient for tour-
ists (tickets, ski rentals, toilets and restaurant facllitles)
and to keep all of the offices of Vail Associates in Lionshead.
Comments were asked from the public and the Commission.
Gondola I Buildiqg - Vail Associates proposes tbat the present
ffi building be replaced by two new buildings.
There are two main objectj-ves for the redevelopment of this
area: Use it as a support facility for mountain operatlons,
and to use it to make money for VA. Ski school , ticket windows,publie toilets and commercial space are to be located in tbese buildings. Condominiums will be located on tbe upper floors.
VA assured the Commissi-oners that the structures will be pleas-
1ng because VA wants the village to remain a pedestrian exper-ienee for tourists.
The Coir'niissioners had no objeetions to these proposed plans,but they were concerned about the parklng within the Village and access to tbe proposed buildings.
Minutes (Continued)-2-liovember 1, 79Zz
Sunburst - Name Change
A letter was submitted to Diana Toughill from Blair E. Ammons,agent for Fall Ridge,- Ltd., requesting that a narne cbange be initiated for the sunburst project. The new owner (FalI Bidge,Ltd. ) would tike the nrme ebanged to Falr Ridge condominiums and requested a name change from sunburst Drive to FalL Ridge Road.
Dudley Abbott made the first motion that the name change be accepted- Ron Todd seconded the motion, and it rvas voied on unanimously by the members of the Commission.
Approval of Minutes
Dudley Abbott made tbe first motion tbat the minutes for the September 22 and October 13, LgZ? meetings be approved. The ootion Eas secoDded by Ron Todd, and it was voted on uuanl-mously by the other Commissioners.
Ron Todd nade the first motion to adjourn the meeting. pam
Garton seconded it, and it was unaninously approved. The meeting adjourned at 5:10 p.m.
'--}.
Denartnent of Plannino 6 Develooment
Box 179
EAGLE, COLORADO 81631
EAqLE_e@UNTY
BOARD OF COUNTY cot4 M rSst oN ERs
328-6809
ADMINI5TRATION
328-6674
ANIMAL SHELTER
949-4292
ASSESSO R
328-6593
BU I LDI NG
I NSPECT I ON
328-5339
CLERK &
RECORDER
Eaqle 328-6377
Baialt 927 -3244
COUNTY
ATTORNEY
328-6674
ENG INEE R
328-6337
ENVIRONMENTAL HEALTH
328-77 | I
EXTE N SION
AGENT
328-6370
LI BRARY 328-7787
PUBLIC HEALTH
Eaole 328-6594 Vail 476-5844
PLANNING 328-6338
ROAD & BRIOGE
328.6s91
SHERIFF Eaole 328-661|
B,aielt 927 -3244
Gilman 827-5751
50c rAL
SE RVICES 328.6328
T REAsU RE R
328-6375
27 flarch 1978
Kathleen Lell. Editor
Eagle Val lev Enterprise
Eagrle. Colorado 81631
Re: Notice of trublic Hearing
Board of Countv Cornmlssicners
3 Yav lg78
Please oublish the attached floti ce of publ ic Hearinq as
a lllegal ltoticert in the 30 !.la rch 1976 oubl ication of
your pape r.
Please blll and send affldavit of oublication to thls
office.
Thank vou,
:
ilichael S. Blair
Di rector
HsB/j k
.P o cro a)\-c c, c .e\ _ or]_ o g.o-q-i! o o-c . t_ o .-c €o-? o o+, oeo
-N.J 0:' rJrr C .(' E OFcc.F (g +, l-uJ cj_t-\ o t-(oo+'t:= (, - €cr c- o ia- t E -$ -C{ -grc0)bF o - o c E- E :- +, ?rg_C Cjl .- O_tr.q.6 :=FP L L O
-rr E Si o3 -.! (r-+ro -:o:O !, O-C 0,C(r\ X :-{P - O.re )OCo O }-r- O.OL O)U=: l- :N- O f0 5O o. {-: o oJ ll: |!.tr O o :- c\r .
At O aD :rt\rn -.o C 0, c lJz q1 rF o o - fD'E +,
=E 0, rrJ 3 L c tn s.p+, c, c: !ooc e -E-lJ\ f0 O Eb ..^EsFrJ|l oan+rc ooo _ r- LE ci\ E c >r o:l c, (o .E (\l.- +, o-(f\ -c a-llJ F c Lo c, aJ 0' O_: t-- v oN rr\ c rr\ o c E.Po tf\ o rL o .tJ o-- vt t a, 0: o - c Oa, . E \OOTEqBO .(n-u N U -c u E', +,, C C o or0!c .('cco
-:f 'O &, LO -tlOE Lr'\ - O Cl--c 6 E- .|J
= rJ +r rJ CQr+, EA_ L ulq) Rr- !O ft'o o+J-E,\.. - Fooo U t'. r}- O-N a! .t O cc !.; occ co{J6 O O \o ir- (,r . OIZ s- . ||rr a (o t >9 16 C3 rJ\ O Crr (, E L +,N.c 2 .cC .- C,F F\- lJ O +, 3
-Y (:l{(fr3: .!r O Gr.-: a\: O- a.r -C,O f N lrj--(\t C-A-ti C rt\= -- - O lg O .J-- O Or'\ \rJ E- .s N c: r,L -{- c:q)ocN- o E>>.EG r- oo o Qr afr c E-ouF! L OONO(,-f -O- \g O.(.: \co cu, d, r- o I !s=cc o o o-ce L ir- O .....c O qrl- aJ 6f O ooar(/r+r(, coc (v1 u rr aJ C - Cg. lU o co.-o +r{Juco d co\oorJ-c Grr'!L-c .-(fi-E C E+, 0rOGteO !F.r-r0ro :-: c-o-c c L \Or .rtr E.- c' OA O
O r.O .-. +, (r afl g| Cj C +,!-J !a L l-- C I J ctu o.-fDt- o c L iJ: cr+roo c|/|mu,^ !,(,\O L O .o O- l, c^.n(J o >-E .- -g c >-l\ L:6J- t+- nt J rt +., !,.O--E('\ O =2. .t E sNLOi .-C !J .x !o OOIF E.. € C ..r! O C cN(J , O C E @ !)6 3 OCS lt\ | .< O C rr +. O |/) r+-€ +,- (.) C Ut +, . L:.|J O -C- FO ctUrrJCrr-OrnCE.0).- U O-- - -c- O-oG-otrccLp +r c'.J =v c,eO.-C (a Os u' G -!-- :!o cE.- O lr.l O aJ r- Cr g= l- |/DE qro.o IEZ{J.E o '. rro c. cJ -El c L N .r! cco E I - >:.ol,() O l-O O c.J O lU !J -A C E- .B o q) u(^u- E - E c o-c) t- -t, +, o (.).(.)Ect/|.- oo&ru rt\ -tJcJ> -Os-J'() |; C(: U E'E (i O > r- .a O - - O_O C- Z : O -= a)- - r.- f ,f, G X O(5 €i'+, C-.! |! ir- t'|| E |!fF. E O> -C G -0 !.i E -ra-O.--ur>O sr O- -9. v, C O.ll C -O (0O O BC .-:!o r- c, c 6- L {o o >\9OrLL.J. -6rO+,] !(f\ s c(J o c g |.- lt .o-0
= C- .J.- C G -O ro c., :f 6J u o.- c, ul u. o cucL€)oc :trccoL o - O> c O-.oto cE.rJ (: |-gE (i.J'|L o- c 0, c - r_ ag >o -E .o Ort--c O 0J € O O Oln F|,()Orr#-o Fo--E|'r
.f
c o
.J (,
0,1'
!+-o
+,t:
.D (,.c
{J L o z
;la
$-o
o c
E
L o z
o 3 .P
c o
p
E
o c
o
o
.D
a!
atl
6t c o
rD
q)o
E
.6)E P
'u
a!o L
C'g,
o .P
'o
L rt-
o t\I
r-o
c,c
o
I r|-o !+t
Lgr o >.U|
-L L3
0.r o .r,9
ai ts i-E3 o G' r{-
.P 0.c c.-c3 o
E1 .-o
C rr-E
!)P loor!o+rE !)-(, aJux c oico ooL r- 9- -c cL .l.+ro-.fo -C (n..P .+rO X - O-c ctrc)e v, arn 15
-o c 0, o,o .E +t l! o-. u :cc tt- o t\-o L.- o -o .(\r-...P (\i> tE ul grD:o
O F€o C tn
u1 - =F.U O @ 0J -? 6l o uo c)C, C \C i.l- O g. oco 3 E .a r, \o lJ .c€N G o'6,.. u o.. c - +,, cFF -c.. c o- '.rJ I,| o_c o J3 E+, --C O t >--un- C.-= O o -f rrr q-u. O E--rr--o c- c. trt\_c
- r,r G oarl+,-C l0 ()-o U| e€J c-v ul uN cJ 3 a t' (:= c OE ?v IL L F.- L O <-:L ...F (J
-lJ - c (,
-9 st .o|EQ.iL F G, ul.c O 't ci +, (.:,
c c$o >- - o .- r,l-0, pc
{J L -C \- C,u.! \oc,!)F -- q- c:V,= S u F !r -.1- F
'rC - Vt- t-c+, c t! , o |o L o oco.p rc --C.n C F a +t irt 0)O L -U o o c>E r- Vr== E C O \cb .- E E..f lJ\ G tP *\- vl U O ll -rO (jc U| c0.u-t - .lJ o c 0 .r- n- C rF -l1 o |! \C. -O cra .E I L4 cO g€Oo
O-c c L U ()
-rJLOCC .P !- O= cr c)l-O (, -tr-c OF O!r+r CO +r -c C> v7 aJ .. .-lD (E .J -:y',- qr u- o (J c>- sca,G)car tt \- L
-CLLL)G) f o ci F\-c O Z c@ q|
.It G) c c.. o c o E u o-t a3 re- at rn
-cr.ttl.-aa aJ rr -o r+- lrt .l, .Dtll o c,: o - C -CCr- C
-E Csc'-O O .- 3- F
O.- c O- L L .() C i/' rv.t G,fr.- lc .!J C l- g. (, cc c ct o-co o <:E .D +tZ.,J
r'.l'L-oo EV'oc
(/l.o u -c l-
-co o o E tx'- E E q\+' c O- t O -(J q,>O tt g.
>l?u) +t C et o a!c&c-c
=o1 :' o oc.L l-)cc o o.- o a_,9-c-c O.O ar
=N c c t' . .EO r- c- >, -E il aJ o-- rO 6e oo c t,| >c-c aErnJ >-o
-'3..oLL+r..r- !. >FLt (E Ut rrl .-' O +t c.t- G) ?
: C J O- Et\r-: c ! ci. o-u (.r ra- aD F L .c o |! Lr..i O O +r tF
- O (, !-tF :- - (t- O o- O v!> c'. c. c-c .. tt ,r .E C- .i aD- +r O anE L. rrj c c ] ot ./: P-E'rL ct-.- o E o E 0J c: cr- o = -c o t_ c_c o t tr c |E o o u.-!J eC.lr- O-.D(ttL U > -co- = O -.u - .|-, 1t . o >-f T: ./t ri c G o,o r+- 'E o u\ .u q,O: -c. E- co E Z C +J- O t0 >C)CJ l- C-g -.r-r>t: >.tr G O }, .c- tl, t -tl 0.- ti.c!-L >=Pq; .-= tC (g (,'g E Er+--(j U O f -s- O f
-vt- cO O X U
-o-a.c c r cLP!O=..,'- N,lO:!-Lo-= c'.\- C-O O Q 7- t lL .E t', ct ::o o O '- .J,|,)-o o t F- C C o(f,g, c{J o O-C-Q C Z tt U l.,- O +,
-F O L O J (E }J- u (a - o- iJ O- lJ Cr .- A, O z 3 co- b_ d. J
a)tt c.P o +,O c tu aJ .- .. .- r. fJr c) O|- +, +,, +, G,oo crGJ o c)\- ri- >- cJ GJ o ra-
ao rF q- q-
cO \9 f rtr |-\ o\ | oc)NN . . !- -I- -CO cce O ' . .N C-- | - O'-- rJ\
-Fet\eNGt
*- |... - LL' Lr- l! l!
N .5 Oi .f. -i ,"\
N C >-. s{ f.{ -- U\
r-1 ut r- €.. .4 l\ o
- <!.J o c .'t € o c o aJo c o o F- rj\ ra t\F-co|
-(\t .! f.l_3 CJ-S
=7.Lr:z.=Z.Z
-f\ - oJ rt-t+
ridge is characterized by an oislar,do of aspen in an area other-
wise dominated by evergreens, indlcating a probable higher
noisture conditlon here.
Soils Eazards:
Frqm a solls engineering standpoint,
the site solls possess variable engineerlng propertles. Although
nost solls probabry lrossess bearing capacities high enough to
support ligbtly loaded structures, moderate to high loads may
result in some settlenent or consotldatlon of the soils. Areas
of rather low density high mol.sture content solls nere found in
the test borlngs (particularly Test Borings No. Z, 4, and 5).
under these conditions, even rightly loaded structures may
require special foundatlon conslderations.
Slnce the majority of the surficlal.
ileposlts contain at.least sone clay ln slgnificant quantitles,
expansion of the cray soiJ.s could arso be considered as a poten-
tial hazara in lhe suMivision area. Expansion pressures on the
order of 900 psf were measured for both soil types encountered ln
the test borings. The basic soil conditions for individual sites
should be taken into account during the individual investigatlon
for the structures for each lot.
The logs of Test Eoles and Soil
summary sheets for the soirs eocountered are provided as Figures
5A and B and 5A and B.
.1
-20-
Debris Flows:
Review of the GeoLogic-Rapid Mass wasting proceas Map (a conponent of the comprehensive plan, ?own of vai') indicates rhat the two tri'utaries of Gore creek which cross through the sites have been mapped (by Arthur r. Mears) as possessing a noderate debrls flow hazard. rhis map described these hazards as rareas lncluded within this category can experience property damage, including flooding, erosion, inun_dation by nud, and irapact by snall boulders. ft is unlikely that lrfe will be endangered in Level l areas except at the very erratic and infrequent intervals of unpredictably rarge rockfa.Lr and debris avalanche events.o The debris flow hazard areas as indicated on this map are shown on the Geologic Eazards Map accompanying this report.
Seisnic Risk:
rhe subject. subdivisions are located approximateJ.y. six niles southwesterly of the Gore Fault. ?his Faurt is considered to be potentiarry active (R. M. Kirkham and w' P' Rogers' lggl) r and consrsts of a complex fault zone about 70 kiloneters J-ong and up to about 4. g kiLorneters wide. Because of the proximity of this lrctentiarly active fault in addition to the 5rctential earthguake hazard in this region of cororado, the site is considered to be in Seisrnic Risk Zone 2. Thls should be taken into account during foundation and stability analysis for eonstruction in the subdivisions.
-2I-
GEOLOGTC BAZARDS DESIGNATTONS :
?he geoLogic hazards pr€sc11.- __.r_si Ee have been categorized based on geologic unitr topographi: _:erring,and surface and subsurface drainage conditions. The hs:.rrJs desrgnatlons are shown on the Geol0grc Eazards uap ('n -cockeE).The following discussion r.rill serve to descrlbe these classifica_tions' For the nost parte these debrgnatroDs correspond ro .hose napped by prevlous investlgations; however, they bave been modi_fied based on the additionat geotosic ,.nn;r; ;"d analysis con_ducted as part of this investigation. ft should be nore,j rhar the hazard areas and s10pe stability characteristlcs are based on theoretical analysis. site specific studies nay conclude ihat hazards are either ress or greater depending on srte specific geology, slope, noisture condltions, etc.
Eazard Area 7 _ physlographic Floodplain: These areas rie within the physiographic fl00dplain of Ehe core creek drainage and its tributaries' rt should be noted that al0ng Gore Creek considerabie construction has occurredr and man_ruade features have oblrterated the pre-existing physiographic frood-plain which probably existed in thls area. ft is our understand_ing that Federar rnsurance Adnrnistratron Maps exist which show the floodplain linits along Gore Creek. rhe floodplain linits on these maps should be checked in order eo verify that buirdings and lots are l_ocated outside the floodplain.
Hazard Area 5 _ Eazard Area 6 generally consists of
:":::T
and aerasrabte slo.oes in active eroundlrarer areas.designation generally characterlze
=r ^-- -
--'53q!-L=rlzes areag of very steep to
Thi s
steep
sruall
slopes, active seeDs rn^ 6*-r__ - --rr -LE=n. LL eps and springs, accelerated creep, Iocal
- ZZ-
srtrnps, and/or past novetnent. This designation is nainly limited
io mapped landslide deposits. Investigatlon of these areas for
construction is rikely to be guite expensive and uitigation
iikely to be quite extensive- Depending on specific consrruction
ond conditions, deveioSrnent may not be eccnonical . on other por_
tions oi the property bordering these areas, investigations for
construction should analyze the effect of constructlon to these
sropes. Adequate setbacks from these areas shourd be naintained.
rnvestigations for stability will probabry rnvolve off-site ana-
lysi s.
Eazard Area 5 _ This area designation conslsts for the
nost part of netastable slopes. lhis area designation is gener_
ally characterized by steep to very steep slopes and accererated
creep. Local seeps are arso present within these areas. con_
struction in areas designated as Eazard Area 5 witr require a
very detair-ed and probably expensive geotechnical investigatlon,
and probably very extensrve rnrtigation. Depending on specific
construction and conditions, devel0lment nay not be economical .
eonstruction pranned adjacent to the Area 5 deslgnation (both
near the tops and toes of slopes) should evaluate the effect
construction will have on designation 5 area, and effect these
sl0pes wirl have on construction. rneestigations for stabil_ity
'oiil probably involve off-site analysis.
Irazard Area 4s - This area designation consists of those
areas napped as possible active solifluction zones. These areas are characterized by probable high groundwater, and possible slow ic acceierated creep in the forn of soiifluction. Slopes in these lreas Eeneraliy range frorn gentre to noderaie. rn these ar3as,
-23-
detailed geotechnical investigations will be necessary in order
to anaryze groundwater and srope stabillty consiiterations along
with foundatlon recornrnendations. rn some cases, nitlgat.ion wirl
probably be expensive, dependilg on site location in relation to
other hazarc zones, topographic setting, etc. rn extreme cases,
deveropnent may not be economical . rnv€stigations for stabillty
and groundwater condttions wiLL probably involve off-site anary-
si s.
Eazard Area 4G - This area designation consists gener-
a1ly of tr)otentially unstabre slopes in active groundwater areas.
This area designation is characterized by noderate to steep
slopesr local seeps and springs, recent but snall slumping, and./or
moderate creep. rn these areas, detailed geotechnical investiga-
tions will be necessary in order to analyze groundwater con-
ditions and slope stabllity conslderations along with foundation
recommendalions. rn sqme cases, nltlgatlon r.rill be expensive
because of the height of cuts needed in order to provide access
and building areas, steepness of slope, and rateral pressures due
to creep. rnvestlgations for stablltty nay invorve off-slte ana-
Iysi.s.
Eazard Area 4 - This area designation consists of 5rcten-
tiarly unst.able slopes. These areas are generally characterized
by moderate slopes, possible creep, but appear to be fairly 'dry'
at the present tine. ft should be noted that, aLthough areas
uithin this designation appear to be characterized by low
noisture condi tions, excavations for access or foundations may
encounter subsurface seepage. rt is, lherefore, very inSrcrtant
ihat individual site geotechnical investigations be perfcrmed
-24-
.-l
1 t'I
Prior to construction, and that slope stability and subsurface
drainage condltions be emphasized in tbese investigatlons.
Eazard Area 3G - This area designation consists nainry
of rnoderate to gentle sropes in actlve groundwate! areas, These
areas are cbaracterized by active seeps and springs or possibte
shallow groundwater tables, and/ot trrossibre past solifluction.
Detailed geotechnicaL investigations are recommended in order to
assess past or potentlal sollfluctlon, subsurface drainage con-
ditions, foundation conditions and slope stability.
Eazard Area 3 - ?his area designation consists generarly
of gentle sropes characterized by apparent row moisture conditions.
lhese areas nay be subject to local or seasonal groundwater seeEF
page. rndividual subsurface soils investigations with enphasis
on subsurface drainage, slope stability and foundation conditions
are reconmended in these areas. where the designation 3 area
abuts against higher hazard areas, the effect of construction on
slope stability should be analyzed.
Hazard Area 3A - These areas consist generally of
utoderate to gentLe slopes, generalry above the permanent ground-
water table of Gore creek. These areas may be subject to Local
or seasonal groundwater tables and possible flooding or debris
[iows- For t,he most part, these consist of the alruvial fans in
the streamside area and the northeasterly portion of vail
vilrageT Filings r and 2. subsurface soils investigaLions are
recon&ended for these areas with an emphasls on foundation con-
dttions and subsurface drainage considerations. rf deep cuts are
Flanned in these areas, they should be specificalry anaryzed for
stabil-ity or retained.
J^
-25-
Hazard Area 2G - This area cesignaiion consists cf f1at,
Lo gentle slo;res in active groundwater areas. These areas are
characterized by variable solls condltions, and by a high per_
nanene water table. Enphasis ln these areas should be directed
:owards subsurface drainage conditions and foundatlon conditions.
It should be noted that the hazard
boundaries, as delineated in this report (and otirers), are gener-
airy drawn at approxinate breaks in slope and that setbacks for
t'he buildings fron hazard zones should be based on the protrnsed
construction and individual geotechnical analysis, not !branket'
setback distances.
- a D-
UNS"ABf,E FTLI, SLOPES:
site is rhat or poren*alr" "::::n::.T'::"::: T::::"j::possess potentially unstabJ.e fill slopes appear to be located, for tbe nost part, in Ei,ghland Meadowsr Fillng g6. 2t and ln vail Village west, Filing 1 and 2 along Alpine Drive and sierra ?rail.rnspection of the roadways and paveuent revear.ed numerous areas in whrch rongiturirnar cracking (crackrng paralrer to the roadway)was observed' The nost obvious area in which Ehe cracking was observed is in the halrpin roop of Alpine Drive rn uighland Meadows, Flllng fqo. 2. fn this area, it appears that the road fill is either settling and/or noving dorn the hillside. Another area of srgnlficant cracking is l0cated on the nortberry side of t.he roadway near the cul_de_sac of Seguoia Drive. N,rnerous other areas of longitudinal cracking were also noted along the roadway of Eighland Meadowsr Filing No. 2e €rnd in vaiL Village West,Frlings 1' ?his rongltudinal cracking wourd indrcate either (r)that soil naterials in utility trenches are possibly settlingr of (2) fir'' sl0pes created as a part of road constructlon are either settling or creeping downslope. Unless the fills were pro;rerly pJ'aced (with proper strrpping, keying, benching and conpaction),tbe fill sropes should be considered as potentially unstable. rt is Srossibre that these fills rdere not properly conpacted and,/or 1ie on an unscarified surface of o1d topsoil and vegetation, and thus the fill wedges are prone to creepr sllrmping and settlenent.Build up of subsurface drarnage behrnd the firrs (excess gnre pf,esure) or saturation of the fir.ls by seepage would arso reduce the stability of these fill wedges. Even if the fitls were keyed,
;
I
I I
I
- z t-
benched, and conpacted, if placed within the creep zone of natural soils on the s.Lopes, noverDent could occur.
Vermont Road (Etghtand
If not properly placed
Potentially unstable.
In the area of tbe cul-de-sac for park) a fill of substantial height exlsts.and compacted, this fill rnight also be
ST'BDIVTS rON EVAI.UATT ON
At the tine of the writlng of this report, nost critical references rcere avairable for our reviep.Revrew of the subdivrslonrs rayouts rn regards to prevl0usry napped geologic hazards eas accompllshed. Based on our review of the available references, arong rlth our fleld reconnaissance and
"Ja""
of subdivlsion layouts' the following discussion is pre-
Vail Village West I and 2:
In the case of Vail Village lilest,FiLings' No' 1 and 2, lt is our understanding tbat tbese sub divislons were platted prlor to any regulrenents for geologlcal or soils reports, and therefore, no previous geologic hazards investigations have been accouplrshed for these two filings.
Eighland Mead.ows, Filing No. .l_:
The ssjsging subdivision layout, as it pertains to originar geoJ.ogicar studies and previousry napped hazardous areas, appears to have been pranned with due regard for site conditlons recognl.zed at tbose stages, at least to the satisfaction of the various consultants and reviewing bodies.Most consultants indicate in retters that at least the prelrni_nary plat had taken into consideratlon known conditions.
r.n,._ r An area enconpassing portions of -v.D 1 cnrough g' !2' 13' 14, 15, 1g and 20 0i Eighland ,eadorrs
I
I
I
I
ras apparently not part of the study area in the c. s. Robinson and Associates, re;rcrt dated Novenber 2g, L977. but was part of the R' w' Thonpson report of July' r'g73. rnspection of this 1g73 study indicates that portions of the building areas for Lots 6, 7 and g lie witbin his 'Eigh Riskr zone aJ-though in a letter to KKBNA dated December 2, Lg77, Thompson indlcates: ,The latest map furnlshed our firm indlcates substantiat portlons of L,ots 4 through 9r and 19 to 25 are restricted as open space. These restrictions are within areas descrrbed as hlgh hazard zones in our original investigation. we berreve the open space as desig-nated on the plat shourd be naintained and building restricted from these areas. r
Eighland lteadows, Fillng No. 2t
fn Chen, s L972 reporr for Vail village west, riling uo. 3 (Flgure IE) Lt shows i portions of Lotr -s oq'q' an area lncluding s 1 through 5 (Elghland Meadows, Filing No. 2) as "potentiar sltde Arear. This bazard area is arso shown on the Sketch plan Subrnittal Map (Sheet 4) for fighland Meadows, Fillng No' 2i however' the boundary differs somewhat between the two naps. Chenrs June 30, I97g, retrrcrt lras apparently not accon_panied by a sinilq' napr and therefore, ,;-;"-;;;-*."r. frou whar the hazard area on the Sketch plan subrnittal is based. ?he Sketch pLan Subnittal is dated May, 197gi Chenrs report on Eighrand Meadows' Filing uo' 2 is dated June 30, 197g. To our knowredge' the prelininary prat does ::ot derineate this hazard area on lt. rn conclusion, it appears that portions of the
I I
rl
c:r
I through 5,
iPotentlal SIide
fn Sumnerlee,s 1974 report for Matterhorn Vil-lage Subdi visic
includins por*otls ;;;";"";onr
Filine No' 2' it shows an area
t L6, L7, Lg, L9, 2O and 32 as his Area No. 4 (o...a very high risk of slope tnovenent associated with any construction cuts and fills.,) and Area No. 5 (oThese areas are presently very steep and unstable due to actlve collu_vial movernent or rcreepr'!). These areas boundary is shown on the sketch plan submittal for Eighiand Meadowsr Filing No. 2 as 'Eazard Area!- portrons of the building enveropes for Lots 17,18 and 19 lie nlthin this dEazard Arear. This hazard area is not on the prelininary plan for thls filtng.
rn Eighland Meadowsr Filing No. 2,the road system is such that it rs feasibre that access could be obtarned fron either tbe top or bottom of tbe 10ts. rn the case where high cut sl.pes erist on the 10t, this creates potential probrerns in that if access is on the downhill (cut) side, con-siderable excavation will be needed in order to access the buiJ.ding area. When accessing a 1ot fron the top portion, it is usually the practice to construct a building on a cut and fill pad' By doing this, fill could possibr-y be pJ.aced c'ose to the cut slope which forms the downhill boundary of the lot. The surcharge of fitl sl0pes above cuts could have a detrimental effect on cut sl0pe stabirity. rn the case of raore than one 10t between ttro streets, such as betr
D r i ve and vermo". -:.;;;";
"
-".."_
::, :l:T.";:::;:: ::
":: .,.
building
Eighland
Arear.
envelopes for s:ne of
Meadows, Filing Uo. 2)
these lots (Lots
Iie wirhin this
- 3I-
-32-
t
slopes could have a detrimentai effect on the
construction of fiLl on the uphiLl lots couid
effects on the dosnhitl lots.
uphill locs and
have detrimental
Highland park:
The Highland park Subdivision is a
replat of Aighland Meadows, Lots 26 through 42. This area was
covered under the Thonpson, lg73 and Robinson, 1g77 reports. The
Preliminary plan for righrand Meadows (incruding Lots 2G through
42) was apparently reviewed by both Robinson and Thompson and by
the colorado Geologlcal survey. The generar concl_usion in the
colorado Geological surveyrs letter is: lDever_opment of the
west-upper meadow is feasible but like aLl mountain developments
t*ill need good construction supervision. n
To our knowledge, nelther Thompson,
Robinson, nor the cor-orado Geological survey have reviewed the
HighJ-and park subdivision plans. By overlaying the 1977 Robinson
nEngineering ceologic classificatlon Map! onto the nighland park
Grading and Drainage plan (Revised) dated ApriL 2Z, Iggl; and
.olotting the landsride area indicated by Jerry Klug and Associates
in his retters of Novernber 5, l-9g0, the following conclusions can
be drawn.
r) Four planned unrts (which have already been built)
iie within Robinsonts Engineerrng Georogic classification 5.
2) portions of Ehree planned uoits lie within a rand-
siile area as identified by jerry Klug and Associates.
Critical Areas
The identification of critical
problems and potentiar. hazardous areas due to construction is
conpricated by the fact that the trpe, size and nature of as yet
unbullt structures is unknown. Tiiere are arso difficulties
involved in evaluating the effect of present construction because
we have no idea who did the subsurface sorls investigations for
the indivldual buildlng sites, what they found, what they recom_
mended' and rf the devel0per folJ.owed the recornmendations.
Eighland Meadows, FiJ_lng fo. 2z
The first exaruple of a trntentlal.ly
hazardous area due to present construction is the area of LoE z
of Eighrand Meadows, FiLing No. 2, This Iot is ln an area of
possible solrfluctron- The northerly part of this 10t ls an area
of metastable sl0pes- rn tbe area of Lots 41 and 42 0f the vail
village West, rillng tto. 2, construction has created high
retaining walls and high steep unretained cuts in this srope.
The combinatlon of these factors results in a higher hazard
potential for instabilities for construction on this rot.
Severe gully erosion was noted to be
occurring at two nain points- rn the Lot r- area of Eighland
!4eadows, rillng *o- 2 and in Lot 5 of Eighrand Meadows, Filing
No. 2. rn Lot 1, surface drainage is directed down a netastable
sl0pe and the saturatron of the soils has created a gulry and
slurnping. rn Lot 5, gully erosion is occurring around the area
of a nan-hore and sener Erench excavations and some mud is beino
_14
-33-
wasbed down the swar.. continued erosion of this area courd
cause slope instabilities and/or deposition of the erodec soirs
eould occur in the house area innedlately beLow the swa1e.
Vail Village tilest, Fillng Wo. 1r
Anottrer criticaL problen area is the
Lot 22 of vail virrage r{est, riling trto. l. rt appears that niti-
gation of the landsllde which hag occurred on this rot will be
guite expensive. Dependlng on hor nuch money could be expended
Lo salvage a buildabre Snrtion of this rot, the rot may have to
be abandoned for building purEloses for the sake of stabirizinq
the slope and road.
potentially hazardous areas exist
within the unstudied vair virrage, Firing No. 1. rn this sub-
division' entLre lots have been mapped as being on metastable
slopes- These rotE wirl reguire very detalred site evaruatrona
prlor to constructl.on, nitigatlon probabry being quite expensive.
!IighIand park:
The area around Vernont Court
including portions of former Lots 27, 2gr Z9r 30, 3ln 33 and 34
is another critical probJ-en area. rn this area, Robinson
recognized a landsride. subsequent investlgatlons by Jerry Klug
a:rd Associates delineated a slide area encompassing portions of
Lots 29, 30, 31, 33 and 34. A reconnaissance of this area during
our investigation arong witlr the excavations of Test Boring No. I
-34-
f
indicates this area to be a landslide. we would consider the
slide napped by Robinson and the slide napped by K1u9 as the sarne
feature and tbus cornbined and expanded lhe Ewo siice areas. This
sllde area ls consldered to be in our Bazard zane 6 and nitiga-
tion of this feature would probably have to involve a conbined
effort of aII lots involved.
It is "onn."a"U that the gighland
Park suHivision pJ.an be reviewed by the prevlous consultants and
the colorado Geologl.cal survey for their comments on the proposed
development in this area.
Eighland Meadows:
fn the Streamside area, although not
a part of this studles a!ea, lt appears that previous investiga-
tions recomnended fills in the area to buttress tbe landslide,
phile present con-struction has undercut the toe in part. ft ls
not known whether the exlsting gabion and retaining walls in
these cuts were designed as buttresses. cutting of this toe
(without retention) could have negatlve effects on stability of
the lots in nighland Meadows above this area.
Regional:
The most critical area lies in the
poor subsurface drainage conditions which exist on the si.te.
This, however, can probabJ-y be miiigated or substantially reduced
by an extensiye subdrain system.
.d'
-J5-
Eighland !{eador*s, I'iiing No. 2 & Vail Vii-lage West, ?i1in9 No. 1:
9,
'The stabillty of cut slopes in
Eigh1and Meadows, filing Xo. 2 and Vail Village West, Filing No.
I is also a crltlcal area. As previously discussed, many of the
cut slopes in Elghland !,teadows, !.iling No. 2 er:bibit slurnping,
: seepage and erosion. These cuts will continue to fair if not
' stabiLized. The prlnary nitigation technigue recomrnended for
this area is to lnstall a subsurface drainage systen ln order to
intercept the subsurface seepage. It ls lrcssible that buttresslng .
or retention of some of tbe cut slopes will aLso be regulred.
-1,
-36-
MITIGATION
Many dlfferent tYPes of uncon-
solidated surflcial deposlts underlie the site and various
problems and combinatlons of problerrns affect the site. As pre-
viously discussed, sLope stability on the site appears to be
controlled by three main factors, the. topography, both surface
and subsurface drainage, and the geologlc units. Due to these
many variable factors, the tlpe of nitigation used on any par-
ticular site or problem area will depend on its site specific
characteristics. Depending on the type and extent of the hazard,
a joint effort may have to be made by two or more lot owners in
order to rnitigate the hazard and reduce the Srctential for insta-
bilities on their lots.
fn t,he case of small to nedium sized
Landslldes, mitlgatlon could involve reuroval of the slide debris
and replacement with conpacted fi1l, drainage and buttressing of
the landslJ.de, or- ln the srorst of cases, conplete avoldance of
the hazard.
In the case of possible solifluction,
this can probably be at least slowed to an acceptable level of
risk by a systen of drains which drain the water fron the deposit.
In the case of gullY erosion, sinPle
installation of drainage structures which are non-erosive would
prevene gulLy erosion.
In the case of the slwuping observed
in the road cuts, a carefully planned and designed subsurface and
surface drainage system would be the first mitigation neasure for
Ehese areas. In some of the cuts, stabillzation by buEtressing
-37-
or retaining structures rnay also be required. Depending on the
arnount of maintenance which can be tolerated due to skin failures,
and rill and sheet erosion, slough walls or slough catchnent
berms nay be necessary.
In reference to the possible movemen!
of road fills, nitigation could include conEinuous naintenance of
cracking, stabillzatlon by sone sort of retalning structure, or
in the worst case, conplete renoval , stripping, keying, benching,
compaction, and drainage. one problen with the sorution of con-
tinued uaintenance and cracking is that lf the fill noves to an
extent that it reaches a water or sewer llne, a slnllar failure
could occur as has on the Bitetto property.
The prinary nitigation technlgue
which should be lnvestlgated, planned and designed for the site
is a subdivislon-wlde dralnage system. This trrcint cannot be
enphasized enough. This drainage system should be instaLled
based on a detailed subsurface investigation and analysis of the
groundwater. conditl.ons on-slter analysis of the exlstlng utlll-
ties systems (sone utlllties could intercept subsurface seepage
and if not designed to do so, could increase the problerus), and
careful design.
Critical problern areas should be
investigated ln more detail- as soon as possible in order that
solutlons can be found to these problerus.
We hope this has provided you with
the information required. If you shouLd have any guestions or
reguire additional clarification, please feel free to contact
L incoln-Devore.
-38-
)
\
)
=-,i'X:;. ./ l.i+.':- '- 1ll---, r i.--..-_-\\\\\ \ \\:j-;\ '\ -. \..,\. ,'.\N=4\:.;..:'- / Ai'=.t l'-+- , ., -(:) t--.,\'.)li-.^N, Si://l\-rP !F, ' :, -l :.\F\\\
t tR92. ny--,*
z p
*-:"i':, : r:IT1:,\_ _r"""_1/ ,l .4,.r.,.r
i)
=
1
==
l', /,{r _.-a -v'--/ /-p
'^."= rI l, N .') ' i.=.,-!i;Ni\f@ N:,\.Nl'\1'192-A: {O
)t-.---"'zC
.\.--j :
'el , I
)^-=:t/l F;*;':e MKrff['
.,/.,lt'f.:- ..,='/fi v-=-.
\
\
ERar- glre LocATroN D,A6RAM Ylalrlp MF,ADAN1
$T HOLE No.
I ELEVATION
54t rEr-
aeRo& --
a-
AFTEF &
FPA6PETYT,
Sata( 6ttr,
A/?atetl4
lr,53121,
t, n*ral'tr
'Petf'//8,
€Bl
EaaLoER
tt)rLleo
AF7e&9
ataree,Art'.
a2, €zA/,
5.t75'.atr)
?eD-aelcL
FtQ.rt,
mortri
ExPttvttra
.gf0AEt
.roeE SAJ,O
de&rE,
'4AOEXtlr'l
SeaE
€24'
aFTEE 6
Na u47&-Af
F'€AEE -<4 DRILLING LOGS
62, Czel,
ttt7t 6ca77,
FEA-EFILt
5/z43enD,
C4r62el,
tlrnltSAetn
6PerELl
?e2-8&.r.,
.Aozrft
F/&tAt
DEAS|T,
EXPd.utlr1
,tottc a/t.
;etorlad€
FPA6*r6tv7!t
BAAC& Czef 5oF7) tYEt a,c6tulc
6.at 5e/(D4
t/L7y, mit
Ftam,
.,ttatrr:f 7o
ttET
COLORA DO ' COLOEADO SPRINGS.
PUEaLo , aLENWOOD S PRIHGS ,
oRAND JUtlCTtos , HoNTROgE 'WYOMING; ROCK SPRIT{G5
LINCOLN
DeVORE
ENSINEERS'
GSOLOGIST9
HOLE NO.
ELEVATION
6lr6zey,
rttTt t€e7r,
aeerEts,
,utoEf
2€et 7rr)
.€xPt ttrE
FIF.AEE
DEJ'lED 7.2
a
,Vo at4reL
F/€uz€ 58
DRILLING LOGS
621 6Ley,
w7456e77
634t815,
t.7r)5aro1
F/l?/rrr.?rarrri
EtPatrarr€
rct?l taFTj
Z.lrOedttta
5e.rDt
62,6.e\
tralt ta77
6P4vEz€,
,rt r 'atol
J .rtarg7,
FnPAtsrr€
v&rt7rF4
o€tt 7,
e /?'.
cla02zGt
DZtl!-€o
a
Na dutez
weTa/?
YEiaf 5.rFr,
wEl
/.67aFF,
oaattTl
Llf'lCO L i{
DeVORE
ENGIHEEfiS.
6EOLO6ISTS
COLORA DO: COLORAOO SPf,INCS,
P'JEBLO , 6LENWOO D SPRINGS,
GRAta0 JUdcrroN , Mor{TRosE t
WYOMING I ROC fr, SPRINGS
,1...
SUMMARY SHEFT
::,! 1
:
". . :1t
-.t
it Somple A2, azar- 5/.7r/,,tatoy
cotion rvtcgtata taEaaawg szEoty.
iinS Nb .-rc.!-bpth e'rycraez
lple No. ./
:esi'ro.- 447ad-6t
Dole
Test oy
Nqturol Woter Content (w) 14.? "/"Specific Grovify (Gt)_
IEVE ANALYSIS:
'eve lrlo .7o Possing
t hrl
'4 ___ -?tt 44 2
)_ ao.l
ln Ploge tensiiy 1f'; ocf
Picsric Limit P.L-/6.2
Liquid Umir L. L- zz4 o/o
Plosticity tndex P.1 . lt.? o/o
Fiow lndex
Sh:inlcge Rciio Voigr.etric..il',ange o/o
Lirreo i Shrinkooe
Ccnsoiidotion %
PERII,IABi LI'i'i:
unoer psf
?fior- \
Rofic
5u ifotes PPM.
?/o
o/o
n 64'n_ 54.7
YDROMETER ANALYSIS:
toin size (mm)
aege-___!re€___43-O
?5.1
__=lt€uze 64
%
nnOiSILiR: DFl'iSiTY: ASTM i,4ETHOD
Optin"um nloisfure Content - wo g-4 o/o
Arlox irnum $ry Densiiv - rd-pcf
Ccii?ornic Beoring Ratio (ov)--%Swelf, ./ nsys-A-Zt-o/o
Swell cgoinst€€4-psf Wo goin o/o
BEARING:
iJouse i Pe;.retromefer (ov)____,osf
U'rccnfinei Compression. (qu)-b.f
Plote Be.:ring: isf Inches Seft{ernenf-
K (of
VOI d
I fdo,o -
Ll NCOLN-De VCR E TEST! NG L,.{BORATORY
COLORADC SPRINGS, CCLORADO
sotL ANAI.Yst5
{
)l SomPle 62, dzerr- aP6.4ra /AzeaK I No.Tesi
Dt-:ie
Tesi
44708-6:'
7-30-82
oy
ln Place Density (ro) pcf
Pf qsfic Umit P.L- ?o.??/o
Liquid Limit L. L^ 3E.l o/o
Plosticity lndex P "1. 12.2 olo
Shrinkoge Limit
FIow lndex
Shrinkoge Rotio
Volumetric Chonge-96
Lineof Shrinkoge' o/o
MOISTURE DENSITY: ASTM METHOD
Opfimum lripisture Confent - v1o /47o/o
lvloximum \ Densify -r'd-,ocf
Colifiomio Beori ng Rofio (ov)---9o
Swelf . / noy< O.22 oA
Swell ogoinst@9-psf Wo goin o/o
BEARING:
l-buse I Penetromeier (ov)--,osf
Unconfi ned Compression (qu)-psf
Plote Beoring:psf
lnches Settlemen
Conso lidofion under psf
PERMEABILIW:
K (ot 20oC)-
Void Rqtio-
Sulfotes ppm.
Ll NCO L l'l-DeVOR E TESTI NG LABORATORY
CCLORADO SPRINGS, COLORADO
SUMMARY SHEET
'cotion /atragz erua lrrEeOat'f' ''/Aarn No rn-? Depth ra'
e Nc. 2
Noturol Woter Ccntent (w)-zeZ %
Specific Groviiy (Gs)
IEVE ANALYSIS:
ieve M.o/o Possi ng
t/2 |l
loo.o
I q6.7
tr 2ne
YDROMETER ANALYSIS:
toin size (mm) o/o
--LO?OC)
! F/qu,z€ 66
SOIL ANALYSIS
a
c
c €
I
!=:!- t:-!=c-
; :::rir i
= tr!
ii::
ii:E
: E;i.
illti
iilii
litil
b I t t t
B
E
E t g t c-
!a
C ra
1l
6
rtl
lril
iilil
F e 1;I
F :ttl : I _l :l 63 tl
d C
-
r I
a I E I
ra
C 9
:l,c
i
C
E C
t ro
=
i I C t
o
.€
o
d G
a t
t 5
!,a
ta
-9 !
C o
.a
IE
t,!t A
rD
C
!.a
a
5 -
s
C -s
o
g
o
F-E=
6:E:
e!
J t G I F J a,
-Z 9 F
I t o o
I
f-
9
-1 (,
t-
t-
Or,
{):
l-X
J
.u
a
E t a
C
a
3
o
a
o
a t
&
T
I
)I
a t
P
c
a t
E
t !I
r-a
I ,
G ,C t
a,
tt !
5 t
I
€t
o
,I
j
I
T
t ;!
o
|a
,--
C t
c
G
6 c
L
o
|q s u
I
I
I 't :l
a 'l
I r
cl
\o
l_
rr.
o t
a
(J _-!
-E taz a)
-o
9E <)Ao eEz
.6 3
=E
=F
€f
G
€O (, (,
t"-
u
-l
,-.l
;l:
3l:
a5
d'-'
!t
r-
iu
3
:
P
'Jl :-l :1 ,-l :l
r I L (
-a,lr E 0 o
a.
E
ra t {a
D o
t g
E
a-
6
E
I a
A o
a €
=
t
o
c
€
tr,x
C
3 a 0
E a 3g
rt II
!g a:
=o -o Ir
!=e.!- t.-!:::rirE
r trE
ii::
iiii
iilIi
fil:E
iiii;
t
o ,a
6
B t
€a
.8
s ri
E-9r a?g.:l :l 5l !l ;l sl
Enl
E:I i^l ;sl
=.1 s_l
5!l c_t:
5c
:,
{
C;C
t
3
D a 7 l,
E :
a o
a o t
A
a
C
!a
a
E -
!C t
o
s
o L
L)
=
o
a
)E c
=
I
I
I
!
I
o
!C 7 t
I I 3,
a
a
?
J
E
z I a
(l
.if -!
C t t
T
€a a t
E t
9
J J (t F
t
.a
,.o
b
4
o (.)r I F
()
:(J
:l
I 'l
I
ill ili
s;l | |
l:l:ll g=i -i I o:l :! |;=i ;i I ;:t ;l I :.i =i I -r]t-ll ;ill
T
1 !
=
>L
--rJ {}>r
<t v1
o
L
a5
,t
L
e:t @
ct
o
T
I.F.g\co
Crt
€
ort
r€
{:
i=, z AA I6
€Er ol.!
c
ilr o
€
f\o
o c\lft
\o
IJ\
c,l sl €F..
{
$
lr .\l (\sr
<\l
C!
N
ct
cl
!'\
o
(\
tt
#gt tf*." 3 e#q
{$r
(t
gr o..
o
0r\
o
q\e.
r\I 6
W a3 ttl ct
a
<t (,
atl
co
(5
alt
(:t
I
N
ct
(Et
ai
a3
1t7
tt\
5:tE-,J E:ffiI-
'EE:€t--
-aE-
EI z.z.z z z.z.2
l;
I
o
rtt c{+
o o I
o
L
c o
+r.o
E
e.
c
L
!g
ol +i:
-:
rl !r
I
I
^'I -l
I
q il :l l
a
]l
6 t
-I a
o
e
?
I
I
I
o
I -l
I F
t 3
I
=l _l
o
F E o t (
=o
I
I .-t
_t ,I
=1
I
:
o
ra r
o a
ag o
G (
at
I z
o
3
o z
F
J
I
o
(,
(,
(u
€
a,o l1r v,
E3
g
9.,
a,
j--:, in
c, tr
Lr -:.
cr1 tl ,).
!,' r-'-I;i, rr
'r-. lt,
{:4'
Li fi
.:r
I tl I
t-'
tr
L]
r.
Li
i
I
z a
;i
i-i^ tr1 ii ---r
F:..=z4 ol tr .,1
; eto
i- !'3 l,J oo
O AF j:.:
:E r i;-
; itf
V.t -i v
:! -i ::
Ll
i
I
-'\
i
:
:
CN
!c
UJ
ut
z
o
o
:-r_
D
| ) :a
f-r :-L-i !-r
t:.'
fi -i
i.l ,r
-i l-i
-.1
i tr i
--;
I
l-\
o
rl
i a-:ori
i
>i
Eli ,
ol
E>r
3iE-n;1-3*
l--
t--
c
t-.
>- {:
!-
_)
-
N:J
J it
ftr
il :;.
;- r--,!.i_:l
r-r--
c -: r-!
!-::;
-'1 ..-l
a>
CD
=!
I
I
F |r'gJ I at
I
F.tl
I
l
z
3
!
:x
9:;:.'
i>!;:-eJ
:.'1-"_
i-:'::;-
_!E
a-
rt
o
(It
v,
!-
ro
.B
:'
:
=
q
o
a
:!
a
I
o
If?
J.
L
=
I
ao
l-.
Or
TJ D'
L
ri'
|D
c]
lri
F Lt
=
a)::
C
c !
c
3
.i ol
c\' n'
_i
E o
c o
:-,-i ' r 9- E gif gi i 53;! : i-:6
I o r!- 9.. - qr J:
(J
a
CJ
ffi
()
(,
, iOJS I o '!- 9.. - qr J:
I i o .(9 .!j - ,? r:
---=l-i.1F-14-,
E!;-!:t;6!
u
'_,c'
I
r!rJl
.)
c
.D
o
(J
,i
: .:r
-
'''
1,..:
=_2
7r_{
>i,
.#9"
&w
:
{
':1
F:
E''
-)
I'ir
=:'
I
-i
-l ol >l
r-l (:r I
.l
N--
)-r
o I
I
I
I
I
i
i .i
-E
r-l c,
L)i
1
:.;i
z-'tr;
H:
o6 -5 zs
Y,;
>1'
U,J aJ oro
F.!L)-
-l
UJ
UJ
)_U'
I
I
I
I
z
i-
o A
t&t!
.J -tl
l
I
:
!
E!
htr_6d cJ a(j
-t
qt
a Ji I .,1 t-
c-
B !r,
-9 !Jl Cl .l
z ;()^
:
:;:::' E
iu r'
z
isiF
@
Ll
o: gi
o,
+;
o
tr
uJ
lu
e)
o F
o ,ffir'i;^"*/.*" d a\o l; Cl z lu,l5J ,n 9lo
'$:" ,f"*f{";(/ t: -\- ,- -.\r E
':-aElt^ .- 2 -e -.\\- vrg '/-
f
:c
o
?*
L
3.t :t-;
e::-:
o'c
.D>o!
!:-:9'-
;9 :-
Ef
!:a
:-
*As cct
t)
\*s
ffi
E!33
a::;6t
a,
e@ =z ;o (.1 o
an,
'Jj +t
-.1
i
g
r{
qt c
IJ
n
z ;
(,
rl
1r
li !l rl
I t'.1 I
=
>t J I
-cr t- |rJi cl Lf\ -i lo!
u,
c >l
o-.)
a
:i
-c -0 .J.!
c,L L fJ (u gl g,G c.r
-o :t-l-I 'u rr
. |!!n I 30)!o -^cul
-aJ -,.yU
,'t7=
EF ,r C)(4cL o-FCL
c)L
!,-
.:
N'o) :-:
o
c
e
l
io)
.!
1L
1(t
!:
'c
.t
(4,
11
N
m cr\
qt '. t-
0,
-3 :
u
t
:lo
-1' or
c
L
u
t-
4
'_>.1
: -- CJ J
-lD..n gt
.a
L, lT
UU
O.-'.|
Oru u
uD-
-
J.
!--
-L
-49
='
;.-
'f
'1-
-J u
gt
t-
=
J
L
l!
,'o t-
(o
tl
:-\
_:._ - _^ _-.1 * .!.+-- . : ; t I
. '! o
? -- i- ii. 7. -;-:r_- qi \-,r. o !
-:"r--.rl
':rE!
:-
LJ
€
.5
e.o fio
=>o <-o
arC
!., t)
o-
.:= !t >t-'r:r. -r It .f t'\ 'l
#qx^
#\e".. o
-"# /^, ,'FdY#
:
?
=_
:o
;-
3;-:
F
o l-
ql -a
:
=
N=
l
at
c
7 - =-r i ] or-o ot ! t i i::: O >- >::i! 1- o:o c,5 *- iO)Jl-6 -ll
@ L;€i i
- fft _J -: -::; c\| co
oil
rt\. gr :
7 7. O: Oi '-
\D C)
rl
I
'I -l ttl:l E.
OJ 1{ul o
4
t-
.lJ
tA
a
!J
Y
4
==
?oo -ou\_++t\' l\
cg oc
y.)
$rD .t 4r ur ltr
1- :_
t, q,
rl-!
*- i!'l,Jl6JI ; l.D -i- .1 ; | :
I I:^:f.Yr I I I I
z
TJ
C -rr
!9
l-E -?t .rt
o-Ju-
!Jl
i--
LL :- - €
=
.-_
::.Er:
t-9;.
__ __ t,
:--!':
a
F:
:G
Rt :;E-
,ra
.'v
.. €3 o
p?
L.\-.i
.r .)
! :- -f
*$
'##
K%4) l1
-lr!
,3fe'
\o""I
:.\ -t: tr
:::r
F!:o
t: g,
2*
>-tr 3:€rYf traA
r\ : oo -. EE
19 : x |qo s\ v 0J-r\.=JElO J s' i o-
... d>:-i-cc : = = ED]
- A - a :, n ;:j a !r u c:,: :.-: iJ I a o -o l-C -J O ln
-O:'
;---'o ! =: oJ;;';:ll !'- i ; .: :'. -,o-:...qrq ii I -i crr or , : , I I : ; i Ear s !h ?._i r I r I i | 9 . aJ o >-
I i i ; = 9 i J o;"c __ I : ,: i t n, _ - J-,
I t.' i ' :- -' -- !,, f a =i:'::F!''->4)-: r-, .D i : i F P': :
=...
cOcOt::Ertri=
- -r ! ; "i'-P"i-8 ' 11 co r:igxlFlaE _' 11 cc i | : a I E b * il,rE ::- xr n i : i 5.ii;(..c'l ; li-:: o,' or ::::i,ili;,_igraEi .' --; ! : ] .-'-o -E S
: a,. ": ': =' I :; =;.6=l'*-1
i:
;;..i= j
=
,
=!=
35:irii'SEj - ':.! .1 ; : t - t : : i - s, e =s-_-:_-:-_-_:- :;:;=::;:E;35
I ,i,u iO
t I o- ,tr I -c b-,,-" E3 i 3e a -3.: p6r
:r-rl
IJ'
-1 : i1 :g i :.rh
: e{-
cc:3A
6a
U E:
a
(,.) o
\o
f(=
>D <T'
ef
--
J \r :
j _- :
rl
i
:
F
o
al)
(J r-,zE^
l roi
i ,,, l:
E
Y ii^
<jn
>:o-tt !t,o
F
(I
r
(
J
;
1
E F
te
=
=J
@
oa
F 'r
g
)
a
F
I
f a
l:l
tr
F .TA :- uJ rr F-
:
;o ''1 t.' F < jq
c;0r zt-o
a zl
!i-t
I F
:q-
o
o
-o
z
ct
o;\:-
F rs
:
=
(J z :)
tli ol qrl
€;l-r
gi
5r
|ni
0r;3i
-Ct arl
=lr
..;
Eri arl
=t
I r.r
r:5
at o l :c tL uo
tr
:
5
v, v.
t r uI
c tt
ao,
t.
c
tnc' c l^0ql ,! ..t O O- .L
.U :f=u!
I
t --:
ir<
e*eN aNo AssocrATEs
f -,r;: :,r1 i:,ii :-,C f g.-1..-t1'11.1, inpi-.,r.-:
! !rtr3^t lttc I :rtll Otl ri Ea!3
a'J
t
I
a
a
a
a
aa
ro
;0
a
t
3
t
I
a
0
a
.l
I
I
3
. ''.!c!' ..t Irr -l- !+:
: rLr-1r or .nrl-,l-r
ral t.
-! tr.:
.;R,A!EL oO 7o
LIO!lO !lMlra
s..'PLr or c l aYev Gravel ,FoM
si-r ^,N! ;La' 11 1o
t.{DEri : 7o
Sout hi.,,e s t borror;
)r' Uee p
cit !L I r
rl dge above fl I I
27
Sand
-1o
e t0
i 6,75b
Sanp I e 2
J 3 lrlx3ra I .ta !(r.f i.t( r '.at
glt Cr. .C
D'.r(rl I ot r.rfil.r ,r
. .lt. .r
r.!!,il.ir!
v 9'f
tar :tr t rta
C!a' 'r-tt..: r& lllt ,rfr-.!aat i'
.. -(..t 'ul'
5.*-L? r..
1o gr!_ a*D : rav
tslrsrr: rt! l'rDt '
t?i 5r.tLiS
to
,rD
rlvI Al,rllYgl
---l - -;'.-' .:-:::.:-.+-:: :::: .-7
lliY3l if rf aiA:Y
:ar::i-TION iE5;
i,icelEt
!e I tl
!
o I r
F
I ,ro
t
I
ta
;
o
G o
eneru AND /.:scclA;es
Cotreulting Er.4 ineec
Soll ond Fcx;ndo tion Erpinee*irg
cLrt rt!.ltal lE 9t!l r.*-t!ltrr3l
GRADATION TEST RESULTS
@navEL 59 % s^*ol! % slLr aNo cLAY
LtoutD Lrralr % FLl:lrtcrit' rxDEx
MOllTUif - P€rCf,|{l OF DF|.' wElcxT
:,' la
l-
Dtrrl tt C-riIS
_':==:
L
ao
i
I
l
c
I
I
E
(,I
coaDLtl
dto
4c
rO'3I!at
gllrl lge||l O.trr-l .,.! 'x ':f !o '. lt '. rr' \: !r' J ..J ttl I rr.' itrur-a
at{ totar rr- aar rF
ot ,.4 ttt _r_F . rl _l|la .l D'rrtrtl or rrlt]!ut,r u,.-Llrrtrt
cc,vD^ci'4,r.
'..ve-a :,t f e.
COMPASTION TEST
rr 3r Drocrc'.,"r ASlf |ttiJ-,-3
5en i t' ira.,.: i
' i a',t i -.: :'. ='.' -:-
, .::."..r-li-"
RESULTS
i',ei;,.-ij ;;,-2" + j,/l', laleriAi F,epi;Cec
F:'
:J L
J
€
d,
€
L-
aa
(u
E\ <rr fl.;.\ !\.. r!,-\:
'a : L i\ .-o
., Ft a6l
? : zz,
; ; *A
. :vr .a'..o > tn O
!J O.O J ^ cn -t'. L -l Y ? t'c
Fs - U 1J-r: -.lr')
:l = --j (J
: :-a
)'
tr = .a glf
F < l- O
= : .t-"- (-,
2:
;:1 : r-'r :{' 1-: -,-=-ii
:-:; , r <J :-:<:5-:: 'E ;
i
ao q\r
i-
.-o
,@
3f
<.{
$a
ji
,t
,'\
-rJ
dt
o
I
I
I
=l
-T
I
rl-
a!
<J
o
i
I
J
|\.|
o
UI t-q, rJ
I
E
UI o t-,
C
-o
L-
=l!t-
>1
o
:,-
T-
A1. )
i
I
I
I
I
I
I
I
I
I
o, o oJ1 ++c\ 3.]
.90
\o i{(t q' cl JQ c .J >o <aI'
.c!-so
t!_t _
., L'
UD o)-
=l-t::>
.'-) -1 :
.r ; .--.3
a
I t
e$
,##r
I T-
I
I
I
I
I
i
->'
t-
l)
o
-o .rt a -
!.1 -
3i;-J:J J'
cc =3:r :l-.€)
NF ':-
- 24t :--r-
=: =a : :'E- ,L'
-:Uo
a :;
=:e - --2 :
a:ttl ': -< :
:':;.
...-
o
u 9r q,o-
--.i
,1
I
-l
F
z
f-)
=
:
:
.:
_
^1 t
ttu
.J '.'!r€
>:
i-!
a=
il
J
-rJ
._
>l
!.
a4 r.1 o
=!r
oe
==
-il-g
:..J,
- Ct): o-
:- .,r i xl r ao i Yu 'i Yc :n
l:.,
'i ' _: _b -: --g
; ' : i-
!=-{=-c _ : -€
!::=
:-
tj-:
I
qr tr c\,
ql
,5 (\
'al
ic;
.,-
8rt 9r 6:5-e::,'5z
(-J
I
z )
,;-: = : <
:
_ rao d:l cEl
i. -'- i t:
ll
t:
I
\'N U c'r JO
=co >.c < _t,
eO {1-
.r (J
ut t-
)>| . r ., :
:; ft- /l
a'
:i<;%'*)il
"R*\-iW
fu,iR#ry
;
__!
t-
-"
L J--
:
u
E
=- .u J-
-1 '- J t:{
:r-
-trI
>-
J-1 )tn !-g !-J<
f-r
tJt
€-,t
l't,r Jl-.=
!
'J
ao- -
!r:11
O> c,Llt
-
L
.n
-ao
ie
"'r g
-j .r it -t
'-€o
:= U
I
i i
a
e
(-,
f,q
(J
:t'rl
.J
c
.2
E
f
o,=:oi
tt
J}-;
z
F
llJ
F
4 z
;
an
r3
J !
F a
Lll
o
.l
q
i
;
|l.l Itt
.l
I
l\
F lr
{n,
-l
;,-
i
\o
U)o
6t
I
t4 (n
6Cl
K
U
d2
.= ur
ut
i! i
--
z
J
f,
z
o
trt t:E:g:r!5:
-l
'z c
(-
\.o
6l sl o
@
ol
TI ol
-l ot (Jl
I
t-l
I,
t='l
:),l
U :t c
crl >l .i
_-: I
..1i
gi
EI
.l
a
a
t5
:
rn
olooo
..t .C \IJ € \O a{ e{ .n cJ ..1
\rOr1J\OO
aO F\ (3 cO cC
3=:
= c. c. =g!.rrY.J
-ooc
ta=ri:-i giro
a r.r.\, !.\ O i t\ .-{ i.j1 i+++\.o r\ .5 ,t -{rr.
I
<,J
(n q)
d
a (n €
€
6
o)
(J
I
I
I
l\J : a\a
iJl 13
rl >.o
!ro lJ'l -
,.1
r=ul tjj
-'a
1
j
3 l
o rr:l l-\ !)u\ L1
or l'r q\a'l :J 6r .J\
.--t -1
'-1-.E: I '
(E
u,l
tll
-:
;
rtt
tJ
!
€.'
!,'t
.j\
.3 aa <3 a3
cc-J3
al - c.l
t=
9
3
=< 9
F )
l
z
o
o
€t-
-:.J
,'
(,
l:
- :-a _il
-.L a-a
-.::)
a
:_{
aro 9r 6:$i
)o 64
cc4po
all It
Lrut!
-tt)ttaa :J ':.J
,: 1,'.
E
; c] z:l Erj r.! rh o I.{".- q .giq
."*/aanNtet"^Yzar l/c €t )\9
3:4aq
--\'% o ..f-
K;:,i
' '-=
l-----.: I
I
.:
@
:
F-
t-
!c
rg
a
(r' I
;{l ./ti
>t i 6- i
?!
-!:
)-no n:'9
=(J
-=j.3
i sr, :'
=-r Oi t)-ta)
:
{J
r-rJ
cn,
:r
:-
=.t
trl
*r
;
rd
ri1
cct
.{O
It\oor I
)
.J
i
<5
z
I
i
I
<t
a)o
!-
5
L
"J cq--
a--=)l
=o=o atr
er- i-
=--:€::-a
:-?4 : -'3 €
: 9=- :
.: = -r
:
I
I rt-
.t-:o-
;E
-.
Io-l
t<
1:
:
:ooo c, r:.l --\+++a.l rr{
c{ c'l !-l
aoo
a1't
l
I
\o (l
<\l l'o JCO
9 >o < '\t
aJo L1 _
.J t_t
!r->1-
a -: -I' -3 ; .-- :-:
>rff"sv.^
h s @ )..\o
,r* z * 6lH
;(5 ?e.
:-
_ _]-_
I
I
I i ':-t-
u ! t..rlja!3 tJr .ro .E c.de ..l--lll.a to- -- .aa rtl
Ot { rrt - [- F r 't -Ell .l t.I rtr lr trt
DrrraT t I o|' trr friz Lt rl rrLLl'{I ttrt
a
!a
r
I
(,I
a
!t t
a
T t
l j
1'
l
I t
a
a t t o
t a
Cxeru aruo AssoctATes
Co'*r.ul tir6 E4 ir'aa*r
Soll ond Fo+radot ioo Ergiae+ri ng
cLaY t.lrllcl l0 ttlt !s-hratrcl
GRADATION TEST RESULTS
crAY.:- 28 * laND 38 % ltLT axD cLAY
LrcutD Ltratr % tlasTrctrY tt{DEx
)aotatulf - FEic:xT or 9iY w:lgHT
€tllo
lll
%
I tG
I oO
CCrr-ACtaOilia
8a., FLt O.a- -^t terr, t '| It
COA'iPACTIOfl TEST
Yr. r ?.ocrovFE AST'I 0598-70
GrEvally Sllty 9and
CraeL Dr|vo DE, rr.
REsULTS
H.thod C -2!rt 3/ln
8/?2t79
rorll9ta - !ar 9artrrt c,rrltlS
rr rJ
-+-_t{--
l \-i
-;{ I I L
18,756
l{eterlrl Roplacod
cr -t
g I t .:n.g r,l \-.!oo i. t dE :!j*" ;-; *':'
otrr.(tir ot lra t lt rr lLrjr Yllt
Cxerq ANo AssoctATEs
Can*.rltira Eng incen
Sail oad Fen& tiotr En6ine<it'tg
a I .o!a
&l
2 t
roC
t t !
i I I
3!at lrlrltal Fo |||$ tno-'r.rrr'Ct
oravtL
Ll€lulo Llt'lY
GRADATION
f raxo
ZG 7'
Lot rfutlE - tEic'xY
rt
TEST RESULTS
* ttLY axo cLaY 55
tLa3TlcrrY lxoEx '3
DiY W€ IGH T
dl
%
%
I
I
t
d
'|I I
!I
N {I
fl
a
lil ;l I --{
il 't
I
1
I
I
t
,it i
1
roo
:
: llo
3 tl a
O a J lta g
a a tl 6 ro
a o
to+'r"octlol, TEsr REsuLTs
ASTil 0638-7q Hethod A c'OMPAc'"tclt' Ttgr PIO€fOUtE
ra r. r'r-e o. VarY SendY 5l I t
,1"-iitit*, l9 Yarrmnt Soed
rorrrgrc - o.lr Dertrlr c!lvls
l8'756
gltlx
gt2zl79 cA-f
-l
l*iI .Ct '=:D
I t l5
lE lf It l-
lH
li
iF
I
I
I
I
C'e l
o 1
cl o
o
I a o
@ o N l\,o\
I
ffi
[etr#@
gQ.a6 F!1
=P 7' -*
3p a8
=8 FE'r- Fl
=.8 =='rnJ gP
c/)
:E
:t 3l
9E F(!
rO mI EL !b -{l ZFI eHl
LI f"l gl rn0 st l-m lr tb
:FI
,i\.-N ,to il
I
^lP EF;1.ob C
-5 rn oF o D{C! trl rr ob- =cl '-3B ^3F f;qFi
3H e sFt .K=
E3 36
tt
m
Q 3 o
=z
o o 3 !
o {
o z
F
J m I
t-
9
a :
t
3 <f o
o
o D
f
3 o s l icl
:
o.
' E ;:;:-'=33
: i; 3i
a::38 Ji5a.,:
;: e gg
=3*Fi aiEsi
f;;iEF
Figgs
E'o i o-|oa;g 6:? x -r o =o { E.EC
:; q:
$3 3i
6 : :--;;9i
atsii
tO Ja
a3g"€o
=a J gt:i
rr<69
€a ={
o
l 9
ootr
1c,1!!-o -:=io :lF2 :5&
EPB 9=o
=6'@ 58
=o a _6-uf r':
I o
o
o
9
o t
o
ln U'o
t nl !o
{l-lo I'
l;ln
le
IE
Ilr
la l"ll l*t;
E
lo lt:
t:
ll l-r
tq
o o I
=t,
;t
I
{t
t 3 3 o
o J
I
a.a
:
={o .t
o
v,D r o t
.l
o
!t
,o
o
t l
:o
a.o o tx
-lO olD .rl<
-lo o 1."t l-rlo :rl5
!lt rla
ata alO o It It a l.r .'a I .r1."ato ol tl6t oto al1 .lo
IT lo lo tr lo l1 l;li
I t-lo
l!l.a IC
lr-
I lo lf IA
lo-lo lf lrt
c\
c
3 o
o
o o
3 It E o
z
t o o
|D
I
a'
o
I a ,
8
I
o q
CI
:t
o_
t
o
l
o
o l
o
J o
f
c
o 9 t o
=CI o o
l o
3 o o
tt o g
=
=o t
o
f ct
c|e
c\
CT
{
I 3
(t
o
!
l1'
tt
c-l ol
-lr I -el 1l ol '<l .l 'l
c_l ol
=l :l Fl ol Jl
I d '<l a
o
itn
.(!o
(D
0
J (!o
I'o o
o E
o
t
f
CI o o
o CI
€t
(n
m
!!t o
fn
o
o.
t o
o,-
cr o
o
3
o
(D
d
Lr.
I
I
cl
-{9
I ?!
E
F
I
i.
I
5 vr
;o\t{
a ,c
t tn
it
.c o
C't t
o 1
at o
o a a
CL o
o o ir ht or
(?
-(D
d
DI
=B
D'a (t o f)
al FI (!a
-ra -a -t f?
c,(D z vt
=z,a a rn o
rrl -)-z.6
z.C,
z.m rrl
U'
rQ
:;:I :l
o
@ 2 o
c'
-{ln
l-t\
lo
t\i*
I
FF F E
-15.o Fo t D{rn rDE - !oh-= o cl , !rFb:
:Fg r 0pilN
5H d ',r &F1fr
F4 t ,6 1l 12./FO ln IL ll ll
D J
CL
D
a
(n
Irl I .n
6'{
6 z o o 3 !
o
6 z
F
-.1 tn I
r
tv,lvr
lao I lr l.t t3 I5 IA Ir l1 lo-I l1t la lo lo l.t lo l.|I IA to It lrr
l"t l<I
I
E at
o f al
J c t cr
o
a o
3 o
a
l
--t
o
F
Ct
f
J e,o
o
o o f E D o a
a :
?
I
z
5
o
ID
l1 ta 3 lc l;
o-
t
o
o
l!t I 6.
o
=to
3 o
c
o
o o crc.o -{.| El=::
ieif,;3id33
ir:lg 5< t o-6
i:esg
=3F:g e3;g;ii:fI Hgi:e
if,r;E '
i:j33 E'o f ^-,o*oPE oE:'
A iEP
;s: i
;d3i _ro=e; ^=;
: aiE :"98
'O J J G -O -qFEF @:-6 J grgE
.r€6 9
?a =E
t
o
o t,
J
o
:
(E'o a
@
o_
3 o
6
=o o
o :
I
l g
o o
o ct
C'
o
o
o9 :t6it
=3e 3:\aeg
3 ue'g 13i tl-l=g ts=:IC\nt8
=t6 Clr =lo :'l el:lo t;IE t.D to
l6-to t=t;lrt IE l6
lf lcr'
eg qr Cl
lcJ :J .<
d
ct o
o
3
o
e
{
l
od i5'-)
=i :ol 6g o9
X6 q?is 6' a.
,o
ott on Fo-
au-o=r:
-o
tt
JI .|=a5 I o 1
3 o
q
D o F .t
.Il
|.l
E
o o
m al
C"
!m I o !-{
o
UI m
m l,
G !Ft
!F :h
Ar-:9.H:-!qc '<2
E or<
@ a-t
t tct i
o7)
@d
E- .tr, tJ r4r -r!lErcoElGtcl|
i r;:
. al, -t
,: "-- :: I
'1 A .:
,-:L-;o lr' :-t:
'o- >:=.-:
-fc .=.
:r .J-
:-
J-,1 6 --9:--:C
tJr 'l1 .l ,J
1.a.\' L, rrr t, I -rcoc _:1 -rf I Q9\;-.cl
:n .J-
:-
J-,1 6 --9:--:C tJr 'l1 .l ,J
1. 1- .\
'L'ljrl'-rcoo _:1 -'- i J1 ,1
= I E .C
COrt l,r a)COrc.tL cc et=f:-r Lr = -.-_ ca : :,
-r 1 i! o,
aa aE6
==
-t-
O: .s- -:
.l-
c-
aJ --1
Ga-3 vr t--no
a:
1
:
I
i
I
I
::
- :: ! I
:'
----- :
-tl
<ii t; I I
-ili
^ti --------r-J
I rl
't ri rl
rl
al -l
=l <;
ri
:;:E
'!3 t6t rar !
:a
..t
c-
_!
_'!
C.
_'l
c-
:
i.; tl \, L, (,
clc
i.o(.3ooo
ca e AJ t-' ^:
1
=
.3
''-.t
:
rt x
€
c,ltl
J
OJ c o
o
:
{o
E-
I-
o-
'g
-T
l,/r
{
_t
=
:a (n
a:
\..i
c\
fi
: g r-sr<>i 'ur1 |1o ',
:_F :;<-{-j
-in I ,4 Q ''9 z j
:
I
(-c ,c
I
r)c
1
o-
I
i
I
I
I
|.:
1Ir \l
0,,f o-
6l "t o
a'
--._i_
r \_: \t
-N
r.o ro \o \o |\r 5- \-l 5-
vr
::=
!
rt
c-o
1 o
_- -a :'(-
q
1
k*i%r e(i v,'?
rF^ E C€?Nt'"tt1
_ ._i I
r-l ,l
:(p v
'a --.; ,:r-L.
.(! ].1 :j-
lct 16 '!oi i- :L': 'dn i.r ,t ldr :
o.:
'=r c-: :.e .6
'6\
:
:J' ;
co :f
'i:;t\:
'! ! i ++:L-:Oi
o l
\.c|
+o
t:
a)
f,
D
c-
_!
1
3
''- _1
tQ ::
iF -g
=i
,
ot?;s
rh -t CE]
ig
:rx
lJ |\l
f-
N'!
c-.:: : =
r-- i < z -<P a: ?
-p<_1
P!; Q i'=
-O '- 1
O!lU:riL-:!tr I d lc'.
f.f, 1l ::.|. E '.,:.1 o 14 2 '-- | i rO bail F=i)E'UI'F-z:l-al-.=k-rnt,Fa-4a v i';
p --:
=4.
a
c
t:
I
-l -":;,
-a
c-z
(o \J \o \i (- co
l'lt
::a
o-
L-.1
C
<-
"t
- --{
.' c .:
(-.
(-)
=
WT !/=r fi 3r 8\"1 B f
1)p","?*t
C-v:
l';rJ
Pale ! Jt! lerlelPri ,,\/t + 2,,t' 3 Po''ilarl
5l- t>_j=
E t
C'
t :
!
!
I
ar
C
!
dlr cb
ob
c: tl
J,H9la/$ ,\riO JO ./!FtaIl.a - llnlatOhl
x3or.t altrrlfy-].. % rtFt-l otnc't't
Ay-rr of.v r.-r 16 % .e(. orrvs % 16 rlavuo
sJ--'tns3u IsSl_ Notrvovu9
I d
a
t
c
e a
I
a o
I
D
D
!
g
Ou1reeu1&g uollapunoJ puo l!@S
s.,pe.1u r 9u; €u1;1n*_:3
5il7l3.? :r"": 6;;'7 F-1; -{-j
2'3
a"i:'sl^t^t
^ rrlr to ^ao-ttn!sLo.
t.lrlI|]rrtl lr l'l
l.r rsl|' r, ' or
lra io !tl!trro
,r r .r' .rr ,\ !. rl ii rE.E o,.la'rr.o lW^Ot rrl r, I irtf ,r!0 OtrOrv-r,8 3 n
rtar l.r t tta tF.. ]|ra t D'
t!
dl
'-J
o E l
0.
2
E
E
a ,c
o rt a
o
E
o tl
tt
o c
€
IJ
.a
!c
lrl
0
a t-(:t
E
F
!o
F c o o.
UJ
at,
@
UI
c(
o
o.
o
6
o
ll o
6 o-
tr
c E9 gE
:;-E
bo o:6E :':
da oo
.9
(!
.c
=o o
CI
o o
E
(D
o
ii
o'
ci
o
.Ct t o
.o tt s
€
C I
6
=(J o CI
o o
o
o o t
=g g
a o :o
o
o
o
.E t o q
..J tr C
c
.9
(J
'6
o o
E g
!t
o c o
CD
=i
.9 C
CI o
J o c
o
E= F.E
69:,,'!;!E i 9E q,gaeE
-; o- o EEOS
Eega
3q-qc
icEs
E;rl 5C\ c'
i F s:
iBiE ' :9 H.6 f:oo SEoB
EEEgE
!g:: i
ig;EE
E:EE=
FE ;;:!.9 e >9
EE;EE e= P 9 --7727 9 9:*"'
9e sE:
GCJ(DO. g
F OE-O O q
ta
f
o
E o s E
o
o c
9
=
o
I c
|)
.c
o
ltt
o A
€t 2
:
o
(,
l!
CI
E o (,
o
o a
E
c
l
CD E
o
E
G
6!o
o
19 A
E
q
a
CI
F
J s
Itl F
6 z o
tr (,
c
o o z o
tr
c o ut o-g,
o 'tt o
o
o (J
c
o .J
o
or a u,
I tl oi "r!Nll
a{l l!c.ii O \. I gc co, | 20 I c.rl ho HJE-,<u O u.l € 'tt I r za li 3;l;{ se
Hl ^r f;E rt Y @€
-1 ; gg
Fl G. -i I I i;
, u,t F6 o Cr ()-z > g-c o J ai o'q5a=
E!i:gr
:;a!
.J'ds aE aJL)
.t=
.a'2 c)*{Ea -J .d<
.E=t=ag 61 3 EZ e=
E=22
Oi5
ffi
ffiB$Lwr-#Ml
z ail
I lll
p
a;
'J -l
cl
EI EI ol
'l iI |r-!SJ ol ?l
!o
(D
c a,
t,
rrj
o E L 4
CE ul
ul o
TD o
E o
a
|D
o o
o
--
ql
OL E"r!
a,'6-o:gpg
E(D=ct.g;
E:!
?'0 66P ;€E o==
-:=Ed,i o eto
E= s!
E P:"'i;!E E 9E c,
s;eE
- o- @ F E O5
Epga E:E=l'!!$
=o.u-
=o6:;EF;
Ese:xE c o 6g b E !: q.o :Eo9
;FEig
E-;p€i
s ii: !
$s;re
5 eE!=ig; ie O(,OYs
9eErE
EiEg€e! E I c
=ctre6 8.3:os
:g3EE -!croct lJ FOrt!0 !,
.lI 9l tl LI FI
I LI .l
fi
.al
I
6I :l r.l 3t z,l
I
I
6
z
o
E (t
€E q
o
E o
6
tt tt tl
li ti .l gJ i ot i oi !sl I .t i atl ot !olt .ct I "l i 'ot I ol ;
I
ol
OJ oi i t-:
Ll
c-i
oi =yrl o
-l 6 tE
eE
: .tt:
E!i
E=;FS o 3.:si :a :<lDc 93
qO
!6 iD
AE >:FZ
ai
rl oj e;LI
Ult
I FI
I .
c )o 't
o
E
E
(!o
o
o o t t
cI
o
o
.Cl
It o
E
n
;€
o
ct tl
=
!D (t
.D I
E
o E
=i
.o
'a
o
f o
;
o
@
Il tt o
e (J
€€
c o
€(J
o 6 o.
I @
a!
o
(!
C o c
CL o
o
o
c
.g
C !>U'q
>- (,
o >e
ae
42, s,
9 F :3
a o
+o o qr \o o\rtl qr qr co cl Cl cr
q:
a--t
tJ
\o oo
(\l
tjr
ca
(n
gr
raa
o
;5e -z a
o
qr
N
CT
o
rO
..f
rI1
r
N €
CP
o
r<
a
38
.{
arl
6l
N
FI
6l
N
a{
GI
6a
{\I
G'
N
.{
iurt
<t
Or
o
Or
o
or
o
( T
o
cr
ct
oi
ct
qr
z
Exi i o j-
ct C,
_-
a:,G o (t c,3 qt
c,e 6 a:t
g-l
ct e I
G'G I
@
{,lL -z z -
z
tr t
t o P E o C'
ct cl +rt\
E +t t o U'
o 0 +ot
L a a,c I IJ
ul G'+€o
c
f o ul
o ct +or
€
a o 9a
C'u\+6\
I c t
C'
?
a €
ct r/n +Gtt
Fe
-t .\a G'
r5|
G'f\a
E
G.ol N
L o .,u o L
L
J s
IE
UJ F
€z
9 F (,
o (J
z
9 F
E o uI o-at
;i t.'!c.,lz-s J EA b tl;t! a 1fi'g E =^i,?| =rno nl f dt
9 HE'F :dc E. -i lJ o = arl o o- * ci (J utFdl cE C' 'l O I H -r?
3;=i ,r
o\t\
6l
Grt
F
o
I
I
I .ol rr\l Nl
€l -l
o z
o
Iat t=!r T-
ir .!;T:
(/)ds IFI IJ.J .-=gz
i, -J .86 Ut z.o.AE 61 3 rBo
-C)a=gj 92 ?8
ffiry g€hEH
[ffi^:d ffi##
,r9l -I
,B
\oI
G|I NI ol @l
I ol !l
!l ol "l
LI
arl >l cl ol ol
I
I
I
I
I
I
I 3l :l
CI ol I al
,11 t nl
fl \Ai ut
Fi
1
I
3:;io ,q J;
le
qF
lo-
{"t
E a
€i rg
6cI o >'l Ed EJ s!pl 3E I Ei I s I El
€ | E:.9 | o-1
E I Ed 5 | ;€9I:.7 E IE AJ ;II H : ltr€d:
EdEEEfii :E=,gFFE
ob6trdd
E= g.E
6 P-|o
iE!E E PE q'f;rs
E F O!
Eesi E:E'is!s
Ei E:
E ge:
€rE e
':a@ =:ool 3E-B :5;;H
EE€gE t -=.o 9 E or: o P
E5-;iT
:ssiE
E;:IE 39c>P
E i€ AE q:?9-
=E;Eb t3:er
;E 3E E -5<f E3 g F OE! O IJ
-rl ul tl Fi
I LI oi ui ol
I
o
t
6
E o
E tt D a
0
t o e o
=
o
I
t
@i L,
ri qi
Or Ll
I al <l
o
o
I -o
E
z
ui ol Ol bi
-l e]arl o's U'i
r\
I
I
=
o
!,a a.
E o
o
tD !
c
c
a
F
d
@
I'
e ()
tt s
6
g I
a t)
E o ct
@ o
E
t!
0
CD
=i o s CI o
o
;
at Li ai aJ af L
at
!,r1
I rt
I
I
I
Ct);
E
E
.l o
o
o
c t
C
tt
E
o
F
:a c o t
L 0 u u
e L
I'I Ll al !l 5l .4. I .l
I o0 l rl orl
J s E ut F
4 z o
F o
o-
=o
z o
F
I g
IJ lll
ltt
o q
o
t-
!
E c .D>ara
>(,
3 >ar a-
o
g
z
9 ,(, -:ilF :o a,gr qt tr
Gr|
qr ot
o o cr ct iO 9r
53_Ai'-g8
-|l-
o
Cr
9r
\a
o
r aO
ct
r3;\o
r\l
\0
GI
rr.|
rtl
rJ'r
OI
-t
O!-a
E
F
@
E8 rJt rrl rtl N
Gl
N
|\I
arl
GI
t\I
N
:!>
ir Ea ;-H-
ct
\o
ct
\o
o
\o
C'
Cr
o
CI
ct
qt
o
Or
z
EgiE
O si*
.5 e,lo
<:,E E
(:t 4
-6 €f'
.t c,a
39 &
--
c,E,o
rtl
C9 E ta
=-z ---
2
o
t o 6
ct
+dr
E
t-t
o I
d,'!
t
.E
C'6 +ID
L o
E o (,
a e $
t 3 t
o
+
E,
t o 4,
o tl
d'r
I a tl
a ct +rt
.na ea atl rA cal gr ft
o !I L o
o C'
c t o (J
q,
9l €lr,
;l
>l ;!!l fl arl .l
6t T'I
@l oi
=l I T'I cl .l
c'!,
-l -l
i
I
t=
-lF lat lut FF S.IZ 2o tn|F 'tg Itr
^o :{o 10
E-r Pi utF EO -g
3A
U)
td t!,z.
(5 z.u.,
_J
(J
z.-(-)
l!,l-o rr,at
<5
=F
-):)(t')z o (-)
gr
F.
(\j
6
1r,F
o
I
I
I rOl trr I l\l -l
=l
o
I tr
TN c)*J c!
?)
C)
8 qt
'et
cl
c)
(J
Ei !r
$:
;:
\o 3t arl ct (D
o t a l-o
0 a,
L.
€t
c o GI
E.tl ci
Eti
<;
-cl el
rr.|:
I t|.l .l 3l
,l
I r5
rJ\'
i
I
I
't
I
I
I
I
4
E 4
i
o F
t
I 5 d>-c@
€s -IE
,Jt
a
{?
I
I
{H
qE
t
I
g
!g g€
:6 68
bo 69 6E
6ti
o
':
E
E
o
P -a:
Eat *E {|e EI -l i'l ol
ol cl ol
=l !!l l)l '6
1
rLl
-l E l'',EIE
-lo ol=.13 3 t=-lo i lg.
=l.o :=ld,
F IE .=tc .s-"a .r, t,o:9 3E3
_;gF
c o
G
?o
D o
@
E
o
lt
o
G
.9 I'C
o €
,9
o l)
tt o
CL
o
E 5
d
c I o
=c.o
E o
g
n
F E o 4 u,
&.o
at,
UJ
ar o o
o-
o
E= g.E
6 9.>o'i;!f i PE 'gieB
J O- o C F O.C
sEEe
:.5iH Eg6o
EiE:
6l '|F gbE=
EeEF
':ao
= : :'g ..,i
EEEgE 3;E3E pi;:;
i93tE
5 ei3=
EE :;:Pesr!
gs5$E
iiPsE dEto?
;83!s -EC)OC/ e FCE.0C .,
-:
o
E
al
6 tt a
o
E
=o
,19
-g
('
a
o i
E
z
I
I
c
=t e
CT
E o i,
o
o
E
c
C c!
l
.=
c
o
E
E E a o
o
o o
E
a
9 c
3 o.
F
J
.:<
Lu
F
ra
z o
tr o
4 :o o z o F
IJ
E 6
IIJ
o.
l,t
o
!
@>.'l Gi
>- (,
-€o >..,a-
5vt
D
a 9 *
38 I o t,
\o
CA
oo or
c,C'GO or oo gr
C'cl ct C'
EI
4it-
98
F\
o
16 GI
G'F
ct
ql
qr
Lt
ct
!I^irr''E -z ri
GD gr
\o
rO
o
G{
.+
\o \l or
cct
ql
o F r<
38
a\|
N
,GI
(\|
GI
N
.{
.\I
1\rr|
l\l
.{
N
:>
=iEE ;-B*
€t
.'r
o
qt
o
0l
C'
ot
o
0
ct
gt
ct
ol
z
0.;: < I IJ E E
a{
l:,t ,a
g
&
+l
a:t C 3
G.
It d !!
rrl
a:,G,ra
c,G 6
z -z,z,z,z
L o
C o C'
rtr (\.+r.D
z ;
t
L
t.
o 6 .?
9i
L
C 3 .J
o
IJT +ctr
g
c 3 .J
o I
co
t ol {4 cl et rJ
I Irl Fi .I.l -i
L o
c o 1'
ct rJl +
(Y
@
e IJ
€D I t G'r{
7e l:a G'
-{r -a €€r .rt rO
2_ 5,
:",2;
f :ii zslo
3 ;i-b
t ils
Hii ;
9 €i;I It - :ls Fal O-l o P ti --a pi tr
{-: Q d -l',J
I
I c{l
I
I
l!
i
I rrl
I I F ut
UJ I
at,
I .r'tl 'l
0 z
F E 'o 4 ui E
J
UJ F
o
(t)ej$aal lJ.l .= z.
-ct gG
9-,6r*rrE <)z e-AE F8
€e c. <t F=si 92 E8
ffils3 ffime€ 3;ffil r:ffil!
3l rl c!ol >i {;
=l
I rrl
-l ol ]l
I @.
.9,I
I
I
I
I
<t
ED'
'l
o F
qr
a\il
co
rO rtt
6
o z
@ o a
\D .rl
ca o @
:I :l:tt(q
d.<l€4;r
€g
{P IG to-
To >[e q et
?a
l {(l dt!
+*
qE
E
=1
o 3 o
o
E
E
(D .o
t
o c
C o
!t
o
o
'-
q
o.
o
lt>
Etl qE E9 !rq 9 1.9 : 19 dlE .lct
I 16 E I:
=to E I;E lc I 16 s t9 s l"I 16 :ItD
€lc
ol.t slo oto <! lE : l=_CIE oto E ].E 8:8 \:s
:!'o 6o c.9g
oo
F
o G
uJ
IE
o o
llJ
(,o E o.
p-9 o=.9;iH
Eo
:=
9t ut!oo
c o
(il
t|o CI
o o
E
@
ii
o
o
o
E= s5
6E:-
s"!E E 9E o s;s;
- o- o
E E;:
iiEi FBI:
;EE;
Ess =i9 S :
-:Eia
=ov;:E@=
EEEiE 3EE€E Ei;;;
:g:€E
;;:EE 39 c >F
Ag: E:
-7 7 2 -a
gi =*g
E
tctcrq !,F Otr-o o |,
:
.!o
E
C!s tt tl
o 9 o E
o
o
o c
.g
o
CT
o
0 tl
E :z
l
o
(,€-
CI
E o .,
.0
3 I
o
I
I
I
e
=C )o ,;
o
€
E
I o
o
3 A
€
I o,
F
J s E tll F
.at
z o
F o
o-
C)z
tr
tr -
UJ
at
o
E c €>!ao
tr C,
F.a 3 >t t-
5'',
a 9
F lJ .;fT t o (,
o o @ ol gr
I
l cr q
-
I
ol
c,o
sfr_
ga'.lr
o
gr
0
@
I
\.Y
o
\0
c,
ir@Z
^z 4
o
o
or \o
(tr
ril
tJl
or
{
C'
ct
ct G.
E o F
';!
!3 oe
arl
FI
({
a{
c{
N
F{
N
(\a
t\|
({
GI
iua.
o
CN
ct
gr
o
gr
o
0
o
g\
ct
or
z ,o Eri?
o ur-
6
e:,
C,
@.,
1:'
E
att
a:,G,9
'ta
at
OE I
rO
a:,e
--
t9 c,?
z z,z
z ;
I
o ttl +N AI
t G'+
F{
ua N +
c-(
o .\l +@
C'l\'+o
F|
.,' o Ez .t trl rtl rA Itt @ rrl at|.at
I l gE ;?;t.;;€z aa
e 4-b
5 *s
H €;I S:-'i lJ
= Et O !J- CcJ 5j,o ttt st -: qo'
= -i G d -l u,
c/,
lJ-!l.!J
=<)z.
lJJ
-J c)
z.-(.)
ar,F o lrt a
a5 z,
-)
U)z.
Q
I
^.l
o
_l *l
F
uJ tl,I o
-l "l
o z F
E.o g
UJ t j
o
(J
E
u2 c)t,
GI t
a 6|
G'E
c€
-q)
-c)
gtl
.+l 6rl
E'I
I
I
ul F
o
\o rtl
oo
o z
@ o a
tl .,E=i:ga
:;5r
!O 6l
a.{o
c<t
o
-1 a L
3
o (,
L g
c
ct
o f c 3
ul
a,-o
\o |.!
I
I
I
I
I
I l
=@
{
6
a;
J I 16
v>
rt-
#
,s f +itt i+t,
-D
I
I I'!5 aa-
E3
?
I
-;a o G
c 9
f o
c o
;
3
=!.: rt 6a BO oL
€c
.=c :o EJ dt
E al .rl
3l Fl
F
CE o o-
uJ E
tn lt ul
o o
o-
9
o t c
o
E o
E I
o n
9
=3 -<Eot IEE
EI ;l 6l ,'l
.:l
€l (r!
ut
ctl
-l ol ol EIE
=lY I tE -lo (tt=
R16 i 13.
=l =lg EIE
-ertl o-:9 \E B x--!E;on
E= E.E
E 9]a i;!E E gE 's;€s
-j c)- o EEOS
Eega E:E'
igE s
=(D.o-
=@,r:3Er;
E 5E:xo et o ;o:tr
s: o-(D 3: O Eli 3E"'B
EEEfE E;E3E eii:i
5s:re
5 eEe=
="'s=ig ooo:_
Ee==P
sE: fri
13:oP
:egEg -:ctocl rJ >- oEo o lr
-sl tl ti t-l Fl
Li ol
+rl lgl 3l
I !t rl al
I
Ir r-l tl
3i
-i I
I
it
l
6
E o
;
E
o
E z
=o
c
.g E f.ol r-i -t :'I crl ot LI
I GI <i
o
o
!
E :z
u o o ra-!.L c
-g
:1
I I
C
3 lJ
E o (t
o
b d
E
c
lD
F
tt
L.o;
o.i !l Ll 9i vrl
I !ol
l ;
=
o
t o
E
.E
r!o
o
a
a :
t C
c u.9 @:9;;o i6 - _at Eo EP ctE
d,?qtr
ci C
(D
a t o
l!o tr 5
a
c
.9
(,
E iD
o o
E >
lD
o l!
=
tr-9
.s
o
o
c
o
I +&f
rt
<l I I rl 1 rl o r{.{
I !u I 1I q q rl rl
I r{
lJ|ol
J s E
u.l F
6 z 9 ts o
C
o o z 9 F
E
6 u,
at)
c
3
a
alt
-9
F (r?
It- =I o
(f o
+o o o o @ o c-!g!
o C'
Ez
Ei3-
98 gl
€
o
(r,|
o o
o C'
c,
ti;6Z q
o
G.
@
ul
N
611 l-
cto ({
\o
t
ci
tfl
rO
€t
GI
o F
tr o o
38 N
FI
n.
N
a\a
a\a
a{
GI
(\a
.\|
N
C\'
GI
|\'
lurt
o
o\
o
or
o
CN
ct
o-
o
CA
ct
or
o
(n
z
Ex: i
o r|J-
G
(:t
e.B
a9 c.I
a:t E v ttt
(:t e.
CO
(:t E '_@
c:t E .E
|\'
a:t
a,
Q,
z,
I -r-
2 o
o o
r s|+
c-a
l,n
6a +rJl
6a
ttl
+\.}
GI
t
+rO
tJt
GI +qt
C'r'|+
ul
+
(!|
Ei .rf €o gr ct l'r rtl GI i.rl a |'r
I
I
i
I
I
I
I
I
I
I .t
ot EI el Ll
9l oi (-!l
.l
>.1 .JI cl fl
o1 "l ol
oi €l lr, I
I
I
I
=ci = C)l
oal
F>l .a -l
=Ei :a Jl F Vtl <l ?ei uJ ,{I rn :,1 6sl
-- El
tr rrl Ftrl o€l
IIJ FI
sg Ut -l
I o{
I
ll.o
I
I F u,u,I
at,
.ol
"1
ct z
F t
P
UJ fr
J
o
Ol N
-t ci
6
u,F
o
\o trr
GO
o z
@ o ?
E!i:e:j.gr
ctt citr ar l!.- --sE
*, -J .eE t=8E €83
-to s<5 c8=tri 92 c)6
ffir
E5%@E kwg W
ol fl CI
art
al
€l *t
arl
il
rol rtu .+l ry
I ,l
I
z t2
t"!
o
tll
o
CE 4.G
E
G tu a ct o
o
t,
6
C o a
C E I a
F
3 L
L c ?
a +,
a
o TJ
E a
=
I
I
l
l
:
\t
C1 a
.\l 1I'
a
fr 4
1l o
a o (,
(.,a
a i!,E
z.o t ta
IF o
o C't,
=o
C,r L o o a
€g
.{rf
1 rtl r{
1 d g I 4 q
..t q
'i +L1
?
E I
E I e rl a rrl q
o
1 q rt
r.l q J c g
s
o L
3l -l ol
5l
3l 3l
I
=l !t :l "l
sl
-l t r-l .9 ol
FCI E ,!l !l
:61 Erl
EJI "' fsl
c|ll I El E:I E =pl *E:E
EEEE
E € Etr o:=c
=5=p FRgA
o jl
ta
o
0
lD
E
e
(D
ll
o
E
I
I
I
I
I
I
I
I
I
I
I I
I
I
I
I
I f'l \q
-l
I t ({rq
-1
o
ct
6 o
D
E o
.tl (,
c
c
6
.9
6
(D
E
o
EI
o
:o
t o
c
f
ll
ID
tt €
€
.9
r!
lD
(D o
E
e o
'a
o
o
;
| | | | E=*.E I | | | E€er | | | | EE=;
"l C ll :E:E
st g | | E5::I a | | lcEo ti $ tt H:E:
ii I | | #:;
5l g ll E;E;.l E | | ;F"P
€i 't ll i::r el E ll E€rA
:l I = | :EPE"
i i e:l EgiEE i Es;i Ei;;3 f E:i I E$!:E
: iq J cE:t;: ;:I E gE:".E
E E 1 € gE:EE
iEEE g:gEg-
,-l vl
rl CI 3l !l
I !l ol a, I |,l ol LI .-l
I !l Ll .l !l
5l vl rl
o"l L\|orl
J
E ut F
{z I F.(t
C
o
C)z 9 F
I 5 ()
uJ
tn
o
3 c e
vt
o
a
at
i,a t
z
txi?o l*
€-t t!
o
c t -rF o
I o
a .if
tat .l q
o
I c f -
.F o
a a L,
ol El 3I Ll ol
0i ol
>J el el JI ol "i o1 ?ol
arJI
c,o
u,
ltt
lt J v,
a !o
I o -
E c o
Ctl
o
=F
ctt ut F
.d
z
9 F
sl
an
J J tr
h
UJ -)
u,
ll ll tl o{ -J N \J r!
.{l I !l €ol I
'{rl FF
Ou II l.',t tl I r.{tc.l tl .ol ^K:.lF cr,| (
l0-ll!
z>ol g5
</,
r,rj
r.rJ z.6 z,trJ
-t (-)
z.-r
o u.J t-o ul
=-J
(/>z,o c)
a c,E
(n (u *,
6t
o
a
GI
E
€
E q)
a-q,
t:
$:Rr ;-i:
rO Fl N o
CD
o at .!L o
o C'
L c
c o a
o J g |,
E t,lJt
{It o
=\a
La\
I
I
s
J
F
6L/ntlc PeeH laaj I eJog Jo qlnos,05 eul I J arags ,ror.
r t t t lpueS 'o t'ld r.t trs
gEt'el
3-€xldt€
V P€i{lqil 0I-869{l !{lSY r..,ortor.. rrrr ror^tviiot
s.tlns3u rslr t{oli-f,vd}fof,
I a
oot c al I :
or I |-3 ?
I tl t
ot! 3
t J
oa 3l
.l'lotI/* Aro JO J,talarlJ -
dN rroNr Al tJrr,rv.tJ t
e9 .r,Y-r. o.rv l-rrs % oxYr %
srtns3u rs3J. Nou.v6vH9
tul.reeulaq uol1ry€J F.o ltq
ueeul&4 eu1tjnaJo3
trtYtfossv cF{v NaHS
luatt a toti
%
rtFt-'t 6lnol1
'l!r\VlO
lrrrltla -€nl llL Cl Ittlr.r.l rt.le
i
I rt
I
I
D
I a a
t
6'trr''r''"'"-'- "'tt^tnt ^tra.t0 rtO - ltnttrO.
lrlrt,rll'!r, rr l1?!,ltra ,€ rtlttrro r& t-tl rI rtt |.t Ir rr[' rtr *T"lS F r.g
-t i-, t. -t(ta l-!t -Dl
?l
aJl |D .. I >.1 C'
lal
5le
Els €l>olo -Iff
t"
EI rFl tl
3
3 3
t c o
q
3
o
9 E e
-c 3
4 a (t o
I !o 3 F
ltl t\+ro
!t a
o ol +l \ol
cl o
ul ot tl
EI g!
o ll
g
:
L 3
a E
=q-
IF o
tr 3
E o u C
o-
.t,
o x
L o E t,t .|
to e E
l
c o
(Jl
E= g.E
E9)o
!EEE i EE "f;rE
- o- @ I E o€Eu o-:cEo UEPC
iE!s
=!,.cr
- aD 6=
E; E:
E gs:
€E: E -; q@ ::ool o ; -P
E E 5"=E
gE8;E
E;E€H Ei;:3
:$s€E C)EO=o E+,==
EE 5;:
E;E Ai
='€ E E e 33:e:
:E3iE rg:gc, rJ F CE4 C IJ
Jl ('l :i r-i Fl
r-l
t3l
=l
I
it )
E
€o C
tt a
o
It o s !
2
=
c
g
E
I
-l tt
!al
L!
I -l <l
o.
o
-o
E
8i bl al ol ol 3i <r at'
I ?i o.
o CI
ei 'i
o
c{
o
=l!o
E o I
o
,6
E
E tt c
o,
F
I i 6 .L
E u rn
\d
i
:c
Ctt c
o
E
.c
a a
o
t
ts
E
E c a
e q
F
z I F o
c t o
C'z I F
9
6 ut
o.
1A
-g
o
&,
c o
L q,
c o
=l '0 1 ol ol
,l l.l
.El
F
g.
'
o
E o
o -o
D
tt
e
o o-
uJ
IE
3t,o uj lr o o
c o
a o
o
E
!, o'5R
='o-ts:9 o.E I
=>!!;ut F-EI
?to d,69 a6E
Els o
c
at
II
It o
c!
.9 t g
!!!
c o
6 !
at o
!)
E
o
|a
@ o tt
=
E.
.9 g
c\o
s
a
o
o tt o
ao ll tt E
o
I
!e
l,o
o
E t 4
o c a
CD
=
-9 c
CI o
o g
>I C'I ;l cl 3l !l
I r-l ol c,l I'I ol Ll
-a- |sl Ll rl .ol sl al lrl 'l ,91 utl srl
I
J s
uJ
F
=5
i
i-!Tl itr ia>thQ t-l>(J
l-.a lo l> +,
13 -lL-Ir, ./r
:
ttt
>1'E a v,
L o
c a?>t!, d
>.r.'
- (al o >a,a-
?J V'
o
Z
9 F (, .;
a<F t o t
o o a o e or aO ('r
o o oo
Or gr
52-_Eit-
98
gr
o a{
o
al qr
or
?!'-v uE:
o
gr c,N
ct
.f
rtt
.,!t
-+
o rrl
.:t
.\o
a{
o
at o
o
38
r|l
l\f
(\l
a{
lJt ..
t\|
ca
til
d
n|
.\l
GI
iuE t ct
qr
o
gr
C'
\o
o
gr
ct
ol
o
qr
ct
gr
z
bb; !o sr-
(:,
G.
@
at
3
GI
(!t e 3 ({
73 G E
e:,e E
(:t
c
o,
as e
--
-==z.---
:
L o
c o t
ct I
rY
L o
E o t,
C'
CO r{
L o
E a a,
lat
+@ N
!
L o
t\
+€o nl
a
L o
rn
+
l|\I
L o
C o IJ
ut
+
G'
t
a
lal
+cO t\a
o,o
-'t
I
sl
I
r'r \o !O \o \a ED rF @l riD ct
dl !I ol l-l ol
-l ol ol
.,1
el sl >l oi (Ji
dl
sl ci lr, I
cl
3i .tl
-l >l
-,"-l
-ol Jl -l
al Bl OI Dl .l ol rl
I
EI 6l
-l sl q
rl aJl s*l r;
t\|! tl.\l O coi I g
ll
-' -l h 6F:tilx lr;lel :
Hd8
col k -'l -l R-,U'F oEo z>P oJd q6;
l!!r !:i:
at)dtr ' a{ lr,.==
u\2 G) r.|-l
9-,6t=oxY Qz o.8Y €3
a- (9
E9 6t=tr3 Q) .tt
cJE5
ffi@ Hee€!t- rt€-=. r:t I tw#iB- .G--,!'g?ffil
\O1 N1 r\al oi @l
I ol arl ol LI ol
-l ol "l
.''j
Or >i
ct ai
I
I
I i I
o
=c
@
E
st
o o
@
l,\a t\
-:\
)
d,
1
ol F
.;l
::l
E
all
-t(-g!
qE
4r
d rl sl l.l rt ?
o
'o
E
e cl t
o E
T_-T tl ll tt tl tl II tt ll ti
!c a vl
I
a L (!t
tt (B
€(,
(,
CI
o o
g
o
l_t
E= 3!
69-.-i;!E E 93 o gi_:E
- O- o c E o.g
EgE=
SdFc sEtrg _q:Ea
EggE 5Ef;
=cL o
; E E:
EeE:s Y o-o f:oal
: E @;
EEEfE
EEESE
Pii;B
EgEIE
EEi€;o.o: a=o (, og -99c>P
gE: EE
=EEE6 XU=p 3
;e gE e _tc:oal. o F C!t'o O I
o
t
o E.
at
e
tt
J o
cb
.9
E a
ID
t)o
o
=
.!o-n
It
t .9
o t
€
rt
o
o
TJ
o o
E
:
6
e
C!
o
E o
l o
c
o
J s
gl
F
=5 z I F (t
G
o ()
z I F
9 tL
o ul
TL
tJt
F c o o-lu t
(t,(tl
tr,l
o o
G,o-
C uE 3E iH
6o 69 dc :=S=3A oo
(J
o
CI
o (D
E tt c
o
tt
o
ct
TD
ci c
ID
o
c C
(,
c
a o
o
0
"o
E
z
t
c o
(,t!
CI
E o IJ
o
c a
:
c €
ct
;
C
a c
o
E
E
a
o
E
tt c
e o
.t ol .El g
ol
?i (t
.t x lrl cl fl ol
"l si
qt tl lrll
ll ll c{l
I ol to.'tza
;.-8;tr d<-a6l
lFrt!col <l 1*g ci E€
=58 k -.t {r4=l X *.tC ulFq EOq > P=i se O tr!3l
9\
ut
GO
u,t-
o
\at rJ\
@l
I o z
o -'
ctt .E Q) u.r ri LU .=z
17-:z_c)*
-a -J c!t .-=a) z.o.av c'lE
€(5 act
(€=
E=92 E8
ffi1;Elt,gaer€ ? ;FiffiHE t =Tffi^VE E :BPHI i-H_.f€€s*3 E I G'E4-rr'r.!r€ r- -
ll tl tl tl tl tl l3{ta tol ta l=l I ajl
1"1 'lJrl
tal l3l t>l
.sl -f 6i trl :al €l rl Fl
o'I FI
I
it
:.-
a)J3:-.1
j''=
9F-l- (a-
(!- o- J ou1,,-,
.Lr lf
j"
ar'f
cj=r ;-
'r.?:') r-
ua eqlu-o-j;(F>OJ :i./r=,<<J
L.s 3_.-rU (I ,ra lL a
o-{J-,al
e-c?|g O- if -uouu '-u=
ilTJ:
.rrl!r-ilc 6s€
-J 'F @ <lrc,tr'tr tr fil tr'E'tr 'Ct t-t
F a:: a-9 ,,ctLr(16=El.EtrtrtrtrtrEiT]d21E=aEgsl trtrtrr'utrntrtr ;=qq=8sEi trtrntrnf!trnfr gGXttrqS?
E! trr-rr-If-iIII
GN
t\
€
o
(-'
ttl
:xl
I:.
:I
':-r :n :-r -{ qt -\ trj
:l _l _
':q ';-i rn !t |l,rur=F>.<ru--r cr .! a :gi :24 triOq -vl -, .( : ^' > :: -:. i 0(!
- ':') "f, L J ; x gC
._ _ _,
=i o .:.LJ .--) ._ = -tr r--c ,r > t>,-',:---;:
: ; =-o H d 6 Er o
J\
\Jal
CN
\_) o
r.{ <\l
KI<
co co
9- 9.oo
\o \5 c.l l.{
6(f
ct cct
.q1
L) r-
|ll
'tt 2 :J +:, o
A ,.!o
c€=
€F
zJo
: , (-r .r.r :iracD
3.oq.l oo
.rg.!
too Lt-.! r{.-
€
atl
L q:l
q|
!):J :
.:
-t i)
Ou
- Lr-
:
il -3
t-o
u o
(L
-l
l-.:-a
i?
EI E:E;:;a.
i2:
;
I
I .ci
(\{l
.ni crl col
I
ntr
oi
ci (Ji
-.)
,:
9r,|nvl 'o.o
i ut tlt
, .-\
't-
1-1
#Lrft .i{! ,?:^=19 &#
o-'n
o-l
.l.-r.,) l
rrL-': I :, E'-e
2 'J-
=tt =l:-t LU cl'E=
tu .1!'
Y
x
r-L J,U NN oo oo
L-
q|!-.r
cs-o
!:JF
IJJ
=4'
co
r-€
lr- d j€
!-
, -J ::.Lt : a -.€
c*o ;:.8
:-:J
-l-:
t4-
.It t-(5
!:
€
I
^lo
ruJ nz
aul
at) .i a 6g=
=z ;o <)o
x
C
T'
t-o
J
t-o-
!t-
'il
EE:E j E p p
SB.'ss sfIX F D 5 5 Lt_t_rJ- tJ_ l! u_
33BB ?+{-4-ilHh*
5555 !! zi
ti il ri lr
il tl lt l\o i ,(!l Nl oj ,oi rl iol
, lul
tU;
.t-l
-j
-:.i
i,J
'l)
g1
t)
r-)
I- tJ1 ':\ ,O t:1 . c1 :\ .-. ,.\
::t; I (, .5 Lt :: -: 2 v1 i//' tlr i9J-3.=
;i rY.|
8('t:i:!;:;5a
t.:i
;i\: i a
lF
=:'? lne-4.r irtg
a |l
a
a
!
L
ao
o tt I
a
I
I
|'a
f
cttt tr!r!.('! t& 3,.- ,d.'-,,, -r,
' -'.i" *" t -ltt .l or paeFl.. ! ,r l _-rJt rtrt ''!,
-ii5];iESULTS
5:!t 4{(r Csar
ttr or.
Dt4al r a t Ilt I'tll |tt
co!trtt
onr.vrL 5
LleJlb L,!r il
UA I t.
ttlOr!t!RE - Ft.RCt.rt
'i1
ora
.'/s
P-a: r!ctTi trilEx
cr- OPv wElclr'
?c
b6%
b10
?l
F
t I
a
f
a
t
r
o
I o
aarrr^:rr5n -f, i. p> - . --JFt ASTIf r,!,e-r c. C!:..'e. 5an j, Sllt ..-,, Vern:.: i:a: ..::i:,., '_
"-'.'
,i !t-ct i."
lr _t t),1
;,i'-r:.
.,* ', t"f ::I;'. 'j.:!-iJ'" l:"-.rA*r-
*i:'----)4
'- -/rC
'i5)3-7O r'er11oc A
,.-a. ]
'..: .-.. , t'r.. :'.".ir;..,;1
Soil or'd Fe'-.rr#cl ion En"pine,+rirg
!t a
E I II r ao
to
o
!
u
t
l,a
a
t9 t,rrtrt
oravrr. 9o !. r. \:
LlclrtD Ltr4tr l.i ie
t\ o:,Sl!'l D.N::-rl 147
aCl0!tt
-to
tL45:lClr\' t\!Et 27 -/o
taOlltUrt - Pt.iaf rT Of OPw w[ tc|"i I
al i! "I lCi.r.i{.i
-i
! ''"
I ll I
t
I
c
z o
+ +---+-_-.1_._ -- i
sg{.art o-trEi ,ra , r-4, ^trgr|lrDE E9.a Sra a- . r.r :i
\r^iU,. { ti :-{ r 1> ! ?ESULTS
co!.,!=":1i:1.,r,
< !,!4t^3 ? r.\ 'E9t r-^,:l !.r,s?! ASTH
s&v!-' - ' Gravel !y SanCv Ciay
0698-70 t'tethod C
'. ,'r:?+ -f .-lnFF-l.. .,-.
l; .ti (
;
lJ o.
rit
a-"-LL;
1Et,-
r- c L- ,-g ..
C, O '+ O'.-).-
lJ +, -t]| t:-> u ar .;r!>F--L' AO 6EE ocrq,uLl-r!r- J , qr-rLooo J r.- O :-UL l!q
.O r3 c!-+.
t-
t,
3'
cn
1., :
=:l; o.
r-F)r
i .. -El
= 2-e
= utl
.,r <( ,-i ^
UJ -Y :'e 3;6 : o g:
E-l(J C =?L * Ci -r!FO>C i) -'.r - ') --? =-c . :: *u
'I
..c
r ('t i
' 3 (3:
=,>o
all I
, ., oi rn' -i I .,' 3l ..'.'
:.: \:f
.99 Ln
5: i\ 3,
d2
.= ru
L|l,vrz c)rP fl .gi (Jl!
.t)
arl €
"gF
cEf
(n T.z
a)u
i-r
\o
l\.
\o o\a{ \o c't (rr
!'
\o
crl
o
o
o
o
L!-t-qroc,
-LL ooo t-, 'J rJ
L't tt lrr .!oo lroq)
lJ
:- t- !-J.fo
F !E a = !J 'J' U O U Lai-cLc r+- |! ra- €r- i:l-r-L
!)J=J=:.)!t:arcJc l- ,J L t!: .- ::tl a| .r
= a= = = =
lo Eo .! C' d ,-=-=-=
: .,0 +, rO .J rrt .r :.Btt|D
l4 ,ia. p r,t{r6OlrrO,)r! 3,t! -r o ati lrJ = tJ.l E tr, -J
A1 L CTJ LTA '.!o@
o.o
.' J.-x:<
l-
ac)
J ri1
a3
c I _o
L o
o
_Ct q-
tt th oo-JC):.-
:-l
a
..O :l_
Ei i:Ei 3 jo
€g
ca?
o -)
'-
Oo .-
t,()F cL+ ..oo !rt!$t-ra- O q-
OUL-
Dr ln .]
trF,E+
L-
gO
-tr .!
>c'L
|'|tE
!r;J'v
=
'
c
i
o \t
ao
L o
(J
c
o (-)
,l
rial i,-.'|-': ct.,i' |l ul .a.l
!=
!'\ :l:'-:iv7 uJ I .",'i -i FF;>
< tl
cl;€-Jl
=zt a^J j l=.J'Fl 'i;c
;_g
FqJ ^YrI.u H : A?
l'\ ' ; J --'l e Jo'1*r r!Frlll a, c. c-..- '-:-;: a q-'
:-a.i;-
? ttt
.= r!
-r a2 q')
'J !.,;
'Ar .q r €z
o
t-
=, .:.
.-.
z -t
I
i-
€)a
*.2
E '.-)cJ(J
F:
!r
3t
=a 6!
\-_t '
ta
,Lt I
..
E
c
!l
o:._-? '-
€,t-
!J .?
a
!
gJ
c
ut
o
g!
o.
-o LCr J+
=
) -i\
o@
j
.rl fr:r' I c'
:=oi Ft * '__1
'' I "
lt!:.-l '_l
=l.F>;; :il
-Tt ;'^9 -i\J7
,i;.ltl iltl<i'
-l > ctO 1 ; 3-E \O ' = O, ,i
ltl c - gL
z : loo
co,
= - €C i J lL),F :U -' ! t 3;Y * Y - e.r
a.>=t--
= = - Et-a < : -, O ..1
c.i 2
.= r!
r llr vtz g
{-l rl
<4 ['
Vt .q
cu=
€F
sl
=z
UU
., ar'
aa): 3t::
'-) Ol
,,9,i 9, r::) ah' i
= ...3
.-
Ni o:
an-
rD
o
l'
!'l
1l
3,
I
;-
| : :--
' :' :' --'-=
i--_-_T'_t!i .- o' i r I !>
1
tL
t
---_.
-
Ii
I l'
I l'
i,ll
I
Ei f,r g:
:;Er
3_
rt\'-,=)+=rtl C) CD {-r-,Or^z E Ct cqOd .r { u '..r :J !/., :-
+ !) .E
=Jo:-::=La1
rJ - iJt rr- -r"rEa uroJ--c
'{, -g CIt O
- lJtr oca -ll C+,rrl-lrEF c- O o \- )-E >-9at|LC.)
- ,u 3gr L j L tt :r s-Co'Dir-o- oc ct E r-o r
O c-
--o -!- oo - g 6 .r|/|l+|.J f o_o ,J.tcoN l! .J Eg r_tc(ro u Lt tJ tr_ .&,
= '!3 rJ O C! rJ t't EU09
'{
3J Q 4e .aLX Lq,>EC E O -o
. aJJ
o -q--.vrEor_
|.'G'. .- > o! E El-Ot-
- 6>
t-o
-fri_tl.=
at
:
ol >:o
ll _- r!
-'o
tl
ct
u x
L.lJ
r - .1
-an
c
qt r.\O C-r
l'\ f\
NO
rt) O
tt-
'-_'-:
N
N
a0
o
L-\
\n ({
C\. (]-r
:
I
't
I
I
I
8)l
rr - l:tl
i r!,
. - -l ::,
:- -l
= trrl '.' ,;>l < uJ _ -l C) t) € -9:
IA.\Jl | | = .ttt,I I F lr i.ol 3 oi o t-l t Bl!, ii o,o
)9: I g ;i6 :rl 4 (1 cr'-> - E:O €'' H I ol"-i [ ' c: -IliJFa!>c 3 )=-_: ': : e'5
9. c- 7 =Lt
ci2
.= [rJ
..ul az o
qJ sJ
qrq w es=
rtF
fil)o -z
EV u()
| ' \cl,. ,a-.1
,
I att c
i>i o:<. E'r t t9;ici L;j9 cll
ro
et 3L
.=.I?>@lttc ,:r: -a O X:\.3
'i'
:el.! .3 !D
O !r- |ii o.s
t-
U o
t_
q
.g
!
o o
It r- Ct 9Ct r.l |,
c) tll
i; c,-Ji
o!-JI
:
J rJ
E:F:t;:;G!
L! ir
r.I iI) D1 3
o:; r
ar .^
=E 9F F rts. t+-. t-
.J L]L.-ooo
.fc)al s1 a\a .-r
t-:'.i
Job t{o chen and associaies. itrc.
CONSULTIryG E.\]GIIdEERS
9{ 5. ZUtrr - DE\ "'EF Ca.'-Os t)a 9a??3
3t::d4':tr35
rc KKE:iA
lr55 Uest th Avenue
ver rado Attn: Hr. John Flatt
PEFCEXT
ccMPACT rO sorL TV PE
I
I r1
lj03';,6rtheast of
liiel i *ate:' Line
,'i re r.:h
S,00rliortheast of
ll ',ia ter Llne
tTrench
5pcc,f .cot.c. co'rgoctro.r I rno,rrrol 953 standard Proctor dens i ty
he
! '., e
re n c:1
LOCATION DEFTH
OR
€I- EVATION
TEST
TYPE
LABORATOFY I FIELD TTST
H AX DEN
(pct)
0ExstTY I MCrSr uRt
(pcl) | (o/o')
Sllty
G rade
l50rliortheast of
Loade r 'tpr I
l rpr O
ilrgr"135
l+l?.hod s!
ta .Or !h rrrOv"!g tqUrEm!n,t
No of cotr'oacr,on rou,gralni Cne Vlbratorv Sheeosfoot
Cr One Foot N'Jmbar Ot oEsrer
o3d'no iortrurt
l!ul red
Pr 93r311 P;9 e11 All tests locat lons measured from !ii ffi
?>": -.JJ Ii :l ;-c:.;i i€(, i i, f-;1j-!.1:ro9t the line. Test ie .sets gtrecif ig;;igng.
f-]Lj
t--
t--l t_J n :X I
P2.tDg.: r.r!pcctron! !rrrg acn.rF!rG6 ',.:lr3! :6r i66 c:r,?r't?
l./li : Fo !rDtryit Cn 9. ..!l plC:atri"nt bi ng co,r.,helO
,a oe' rD'nrgn lha t, I ncr Dcan p,ocrat O!CO' d,ng tO rnO roliltoctorrlt
In o!'? CFrnroa tht t;l! !z3srrbtd obova doat |rol |'!rat
Ur ii3ii?d: Th? ielr.er!or nor D!!n c6r,!aO rEeji,f',":6
lrrt'Clg 0dr,186 3:hOr.rtt
rPrCll'tat rGq!rra,icntt Ond rnO,Jtd gatlotttr
rgoCilrco!,9n i3q1,y6;,3n1t on6 thcutd
F,ri6 Engrisar
F,... L f q -I' "'-''r'
E-- ',.i---. --I rrrr | | s)veE.a
L?C,ay.4 It
je6; - o., -,
-a:i.t . _,c assoclates, iric.
:-?lSuLrr Nc ENGr,{EERS st S ZLJ{| . tENVER. COLORTDe g0?23
:t:,7d!_,7tOg
- .--,: .
,C ! irrrrt
#*{b,bo- -\?
s(i utue $)'
o,viiF-:1ro
M.i
Job No
Dotr
to,l!-
7q56 ,;est 5th Avenue
SublrGl F ILL coNr a5,1 t-,i ,.i S.;l;r:i.
Co I orado.
uenver, Co I orado BCZ26
Do t It Rr por I tlo
?f5T
NO
G raie
r---+-
59aCrt,Cg:,on cornpOC!rOn E notcrrol
l?q.I
l3+.I
rl 5l ty
vell
tl
LocATtON DE PTX
OR
ELSVATION
!ASCRATORY FIELO TEST PERCENT
LOlSr URE IaCv PAC T IO SOtL 1y p g M AX. DE H.
(pct)DEXSITY
{ pc | )Zi:'ilg; t---;;:-=
Leli "=i*r :ine i C;-"c"
Ilc
No
ol
tor lh nrovrng Gqurgrntnt
ot co.n0oclron GQutp.n!Dt
t,tt
1r pr &
Tror B
lltrCtn?rl
M?tho6 ot odO rn9 rv.r3,g1rta
li-mDrr ol gsssaa
P'oo tc r r Rc aor I
t-;i^ !
t---l l!
tr
T
Prrrs611 rn:Foclrant Drlng Eontinu!6 sar.rt ocv s!d lllts,p,,go
Fstl r'pr6 !_pEi !;!,
la Our ogrnr96 ;;11 rot'ttoctorrl,
In ost oprnign tha b? rar!oraC ySt
on of fttl 9;ocorhrir bG,rg ::.. ru6d
trll hor b0an procrd occo,tl,ng fo,h!
frlt.drtc',bad abova (roBg Dof ,ne rt conlrocto. lot bctn 6ov,seO
Ja,l.t! qdrr!Cd !rFer, sa
tFcr,trtd rGqiJrrer!nlI gng
torcrtrc otroF .r q,./ r,! nirnrt
3hO{ld pat tOrnr
ont !ho.rl6
F,a .d g.i,natr
A.-.- -. -____-.-:" _
€xex AF*rD rt-ssectA?Es
F Lr,:_jdt:i-,- l;l_ , - -_
fuil o$d Fwn&rion Errginoerirg
o
I
a
t
I
u !
!
E
E
a t
g
t--6 tttl lort t-E a ttr |E
9!lr tr!.ltct t!|ttLt r* 2! lttrCl
GRADATION TEST RESULTS
otravtL 2?, 7, s^*o !4 7o etLr alo clr.v
Lrerrlo Ltxtr % pL^.sTrcrry tNoEr
r'aOlaYUttf - FEiCf ,rt OF Dr|y Wf tGHT
t3 20
COlt!(t
%t()
'/o irP
j
E
I
a
;
t
e
a c
ccr,,PAa.rro^l r-E !7
s^ L4 PLE so Sl I tY
.--,, L'ater Line
YarCs Fr:'-
COMPACTION TEST
P r ocE DUF El qT!.i ni 1?-".
Gravel fy Sand
I UU
,, rq(':F :.rf 5:rr.t t2il
?ESULTS
r,"-.-A l^ -_'..i.=;,::uu t- -_ L -)i_ i. a..=riai ie:,r,:e:
lJ I 8-,rhorrD 6trrgt.E T er-f er fCrs.er :lG 'ts'.o.i! ra '1 \' !' t'- - i-,c
DrrttTfl ot ?rr YrC t a 't rrL!l'rltrttt
aorlrur I - ori D! rt,r r c9av13
I j.1 .t tn r
It :::,
o
o g
a a
ttt c E
-?
ro o
c
r_:
E
o
o
o
ct L o
-L XG':>
Ed
3E
=0t E*i. .L,
ITF iEi iii->=G 5EF
DEtI
;
o I t I
o
t
B
Pu'
vl o F
c I
E |'
E .a
a
a I I
e
=a
a
F
E
a
-9 D C
c
-9
a,;
7,&l
e
E
o C
E
E
G I
-s
:G g
o
0 s
b -
a lf
E
a
c :!a,IE
T a
o G
€i a
a t O
C o
C
A o
:
g
o
It
a(a!a,
G c
N o
tt
ID
c
E.
o C
{9
I= 3.t . t5-
;: i:r:Ei
E ii:
3€ E:
Eii:
E EE:
€E;E G:6.3E"3
- I Ft Cl c G --
E EEEE
lelE*C EF Q Y e5It5
E BI!i
3E g:E
igEFi F: --E;;a:5; .
-l
I
I
a
E t 3
o
E
6 a
a rq ;l
t
.D
L
q)
o
SJ
rrr
CL o !)E tl',
5 t -I
?I
ID
I
I t a
d
q
-l I :l a
I ;g
F
I
€I
a a
I
t e
t-
t
7 ,
F _t !!a
lt ;
J
3 t it
i?
ra
z o
tt
a.I o o
a I F
i (J
rl -l .t .' =l O :,1 Ic"l:_
--! - i | : -..!
d: jl
zz1 .i 9;l
*l :!l 9 E€I
F ::l
! F =l - (, El r 3:i
= a' =l < l:'r O q - l
C
I
It
-ffi
E\E- B ^6)W
o
(,
lra E:E-
8-rl
E:
f il P tl
I
(J
o
I
t,
I r.o
c'.i\
cr.o\
Or ct'l
TT
iE'
(\J l\t
sE r
r,c
ct
9,
F
I
5
b
$g
N t\
.s
I\F.t\
I'i'
(\r
ao €
t
c\l
CC
{\t
@
GJ
@
i)'it f-
o I
-|?
-c--tr
a u Fti
.-a
Ir--c
v,
ac
\o
C'U
-c_
:lE
u _ta
.- c-lr--c
tr z z z =z.
i
t
l,lo
I1
l.-
l-,,t;la
l-
t!r
L
o i>
.'r l,
L
p
t;
F
l,l
r
IF
lE
I p
t+o 9'. c
J
;:
{J Cl Lt c,
I
I t-
t;t-lo'
to
li g.;
t-lo ltJ\+t,:.:.J
=:j ,tc a-g |'t Lr
h tq)E
I ls
l!
F l!',
t-*r
L br l\
I
D
+.o r.. G Fd
E4
r?-
GL u tcJ t)>
L o
c
c,c)
t- |lE I
t-'l l.t I
tLl
t- |lo I l-l l-: I l5 =l ;+ El
- ^-:l -l
:f,;q
-l C)
I -l
'i
i
cl
o 7
ia o
(J
v,o,
6
(.I
It)tA
cc8
c)
(,
-)
EI
E
-)
F
G'L.r}-l
0)-t
-t'
t
t!
L-
r:
r+-
L
tD u n
o
0,g,
!
fo
r!:
t-ol
ul al r'l
EI
8l
G o
=.a t a
o o
a
s g
3-I
!= t!i!is
E:::risE
r trE
gTEF
4E; E
* i!:
E?i:
=a,a i5E:lofB 5gi€!; ac ti"s
- E Ot OC(--
gFFi;-E;EE
EEiti c t Q a--
;€1E;*9?a=
Eiru€
F:;!:
;E gi F .
a
E
a at t
Gi
a
g
I
t A
-o
l
a-
0
b t t
c
t
E
e I
!t o a-
!!
C ra
a
o
E o e
G II
a(ra J'3 c
.P
a I
t ra
a
t I
t
=
o
o C
A
D a
t I E (
ta
C
.9
a I
I G\
o
o
C
t D
C I
-g A o
o
.s
a
I
I
I
=d 3
B
\c
l\
e
3
E a
a
-g !
a
C o
|l r,E
B 6.
o a
;
t
5 -
E C t
A
g
ql
N o J q
UI $
o e,
-EF iEi ;€.is!aEb,i=(.iEF
Clr,L
Ll ol
ol -l
drl
8l
$l cl
:'l
=l -l
g
C ?
C G t !c,
;I a
E
G
I
t
a:l -l
i;
e t
F
E
E
€L.t
I
E
C
J
q
i;I_Io Jtr,rc,
L o
o
t t-
tB
UI
ae
-I
I'
o,I o (,
a
9 F
:(J tt
.i J il il i *iJ
; J*l
li irl
rl;::l
I : Ejl s J d-cl e53:f
6'.""q-N
g:
5E
t
9.
|i
L
<J
L
-:_
ID rn
tt
ro
I
$,
!t\,(t\t\o,
Ti
iE'
{\
c.
G
\.:o N
C\t
aEr rO o o l'-o t..l N
!
I I
lr F\F\t\@
(
F.€ a:48'lui'
3\,f\r
CD
{\t
6
o
\o AI
lrt Br
F=D-t:
fi:
l.l
ill -l=i
Fa ::2
EO (JU
-T
['! !
a
t:(,15
6
(.'
to
EI
=z.
I
I
c
:]
.-I ;l
l-, I
I jl ,tl
EI
;l :l
;l
q,c
J
L
G
F
q,
s |_vi
tq,lc
IJ
I li t;| 0,)ILJ
I t'
I-
IE ll-io l>a
+
;F
l.i l-lL lt l t6 |l"l l:l t'e I
E L o
I.'\\+
F
rl rj)
F\
B
o
C r 9 9 g
-o
T tt
c
o o A A
gl
t-
-:
t0 $L
6CJ
--
t)aG't>.e !U =/-
El-=c E::
a,G
11 l-
)I
o
6
c t t
B t
a-
D C ra
g.
tl
E
3 3 c
l
la
o C
!
>A !t I !s
a a
C o
a I
=t a
o a f
5
t a
G't s t
t o
.s
sl
q
-c t ;,
D rt a
ta !f !e c :tl
c o
ra
E
t)e g
e a
E
.>
a
c t -
C o c c o
t o
C
I
!= 3!
;i::rirE
Eg!;
iE;i
sE6:sE:i -: a.tsi"3
;eii;
c=-E8F v5lr5
igtii
gEiii
;ETiB
;t ;f
=l ;l
=l
I t
E
F
-:h !o a €
E
a
E t at
C a {t
E
EI
-l il il
|nl <l i a a A
tt
l I
e
fl
3'l
E t
?o
;I
I
T
t
;l
5t
;l
F
G t
F
.T
€t a
E I t t
I
!
c
L.I !t
L.3-'
E !-
a
L'
J !G
F {
.||
z I
It
..r a
:o F
o
i-;
A
'L
F G
l-rt 3
-3:
!a=v(J E(J &E
_t
!a ET ;a
-D 3o
=a r€
C-a5 ua
c I
a I
t
a
a
G !a o
=a
ut o
oEltt
]J o;l l9--l rid FFICI ;;"1 i 3d ti?
;:g : bH
i 3g
o
[.
.,rt t\o\or
d\
\o o\c\Tl\
Crl
\o (Or
Ir Eiz
$8 C-r
t\
9..
,{J
!-.
o @
\D
@
\o
cct
c9
Egr
o
C\l
f\l
e'
N
\o
\0 o\
\o
o c!
rfl
t ts
H
rE r(
J
Iz c.
o'
cc CO
q\
6
g\
CO
a
co
o\
t\
I'i'
o
\9 (\i \c (\
o
\.c
FJ
\c (\I
o
\o (\
o
\o
C\T
GT
@
,8- t r[e!!
-
f,. l:
c,-dc <-$
x(j ,-- 91
o,-o.c <-s
x(j C r.)L6 a-AI\<"\
x(J
OVt t-6 a-o- rtl { a.r
x <-:Ov,LCD o,-
< a'r
xu Ov,Ltb a-o -tt <|-\
xrJ c alr Ltt o-
Al\l < .,a
x(5 ElrI r- co o"-oo
D-E:9r |tr
E:tlo t:
l*
" lt
=lf
:lt
=l:it--lli
-a;' J-
z
o (t
EI 2 z,z z z.
E t I 'tr
J
Er-
=.J Li:
>iJ
_ :.j
l-r
I c 3
6r
-c
N
t,
IE
.=
o
o
!
E,-J
oq)>lJ'
;..
-:<L
f c t o
ic!
c;>e
.\. L
<tr
-a'{/, (.:
I
lo
lG g
rE
|--
z:*
L c >a)
!--
ar. L
<=-tu
o
le
l|?
L
tn
rE
E
c I
!-
c
gr
F
r!
E
o E
q'
o c
O!
F u7
tl
&
a
E L o
c
I g\
F
ua
c o
L
o?FI 5 \-:C arl (i.
ct
o
ll:
F\
e
o
F o
at
(tt
G)
6
(J
U)
.e,
r*e
'g
€
c)
q,
c
o a a a
o Ii
-l
F-
o I
F
ID
F
ct
E I
o to
0,
o a =ta
a
D
a
E
r -a,o3
l-
F -o f.
IJ (
--ts 4 0 o E I
-l t:5t .3 to !g t-3T
99
g
a c
1 ra
a
f !a o
=a
o
c t o 3 .}I !;-a 9.!1 rl
-l .l
CI ol
-l 9l rl
EI
E-l
!-, I
=sl 9l g q:
:;
st
.6
!a z c
E
.l
cl ol
!I tl Gl EI 3l
ial
Ecc I
>co I
= -l
!81
h-l
= -l --- |t-l Er EE 3t ct
CI
F
-E (
e,3 c
N
0,5 I vl o
&
I =.:.I E l9:
; :::ri: i
E ErE
gEl i
Ei;:
E E6:
€g;!gErs
iiEti
EilIi C t € 9E oGr[==EiIsr 6;d8:
E;EFf
F;Fi;83:r:IgrrF
;
a
a c -c
E EI
El ;l
el
el f
a q
o t
A c
o ?
$t I t
g
a l o
t
F
o lt
L
a,N o cl
,t L
t-u tn
l\t
!-g e !
E ]c
€t
E I a I
{
9
t
3*(ir :' -_
4,7 ra
4-E
ZL oo
tu YO
:' l-
t*O'E
(, !-z*OE
6;
:e*uj
:ll,iJll
{ilgll
+
(
L
ti.
I I | '-ti lrc Ir I t:)
I t:t;
I l>.l"l-
tr
t,.
l
t:: l.':l>-
t;
o
t
l.\.o
cn
co Cl |J1 @ cj ol
o
Ir
ii'o
tt
o -s q F\
c.,j
U G
a
6iI a!l\ri
f!
@ tfr
\c
e)-<ce
CJ e)v)Vt
d;:.u\
@ or\{
c'1 eli g ,p)i
; -- ^<{ /.Q'
g,P
trF-d\=o,
.f t s*
la ct
o
€
0\
co
IJ\@
Or
@
Or
tf\
I.r\
I'E'
c
1.!
It
o
\lt
o
\t arl
o
\3
o o
\t (\l \o
GI
o
Elid<%_6
Soit
=
C,J t\
Ijl
a\
v,
SI o (\J
a.t,
b (3
co
t\
(j
co
t\
E:€-
ft:rl 6:
l=l'l
l;l:l
;l:ljl -l-l=f
EF
Gg
5a
:it o c., o
€.# \
F::?-3 r
z z
H il;l
l:l
l=j
sl
'l ,Ll;
iitititi
I :l :l :l:
$ilililg
;l ;l ;l ;l;
9fc - ts - l-; l!s l: l c lc t, l(J I 'l- i .t.l x lx I i l! |cl= |e lc. I < t< I
j l_'t r'..- 1.,
PIE ! ll o f o
+ l.c cD lc:- t-< l<F IF vr a|.',!ll 3ll ir' I t-
I
-:'l jI - ! .- ! :-
".- i rt.l =,. | :r. | :=c l-
tg
?
a t (t
!9
at
E
f (t g
Cr:gu ,;.-lLr
'--.i. ,...1;.t.; --.;', - a
Soil or'd Fernbtion Enginec"rirg
!.
ral at{E.- t- . -a ,-t
a
a
t
2
e
;t
o
a
I
E
a
'F i"l
II rlL ll
91^rltla ot tt!
COSgLfl
GRACATTON TEST RESULTS
oravtL % sato % stLt af'o cLaY
L,c!,to Lt.'1lr t 33 % PLl'stlctYY lrioEx
l.ollttJRf - PEtrcExY or oFtY tr/ElotlT
.'l ?9
6g*
11%
l!
ltr,aDra I clrri agu^rf ott.r,rca i..\'\'dtr'a
rurt - !t! Olr! 'r c-rrfs I _ -
.-----1----t--- : ::
t.
F----+
! !^- -.:.r .t -q_ .. .ci: lrf
" Sa"dl' fllv
. . .,- 1. a. -./ ;-.1
-- --_.-,,i-. ,-! - F' :r,.
::'"'1 =ACfl':ni TrST ?iSJLTS
ASTH D6t9-70 F,ethod A
.q- g-19 :r-3
3
c a a
G
a IJ
E ||
GI 6 c
E
E
c
o -
F
6)L
o t
c
d-
t D
:9 ,o C,.-I
G a
F 3 o t-ll --t tf
('o
a-
C o
a I o
o c
e
=r a 3-
F
-l t=;t a;
8,c EE g=5E (Ja
o 3
!
a
!-
I I
rD s
a
3 I
ta
E c a
a at
E
o C
CI
at €
C I s t I o
.g
o
5
!t a
e I
=,a
o
af
tat
.
8.
o
E
-
a
5 c
C
-9 E t
3
s
o
6
:l
;l
FI
;l
!
C 5
F t
G
€ll
;
t:
E
3 t
.a
a
4 z 9
tt
a.:o C'
a I
9 :(,
et
e.
I
I :t ::.t
fl
I
I
C 9
0
-s
$
t
a
B I
a I
=
RO
E= 3.1 E!F:
: i::;iE-r
= ErE
gEEI
EEiI C.r-' la
=a,a
EEE"
€pEe
- ! Ac t:oo o= I
- ts Ft o F s -!
:ieEE
i i;}3 tBr---!-3gEI
Bi::i
E;EFi a!sIl
Ess*;s r Pt i :?;:s "
@ g
I
E
a
F
(D
llEll
liill
'l
B
f
-.
-a :
o
I
[.
\5 \o r.r\0\a\r (
Ti ii'f\\o
(\i
E!T (>rt Cl'r a\l
c-l
l'..
a\;cJ
6
t
b a
J
9r cc
o,
@
Ol
@
6t
@
er
I'E'€
o
\.e ai
c
\D
a.i
o
\D trl
o
\o
C.r
_6
$'i t
3
a
\g
(:(.:
r&
(.:)
cc
.-tr
F,l tF .J
l>
-a 'tz -o :o
'ffi€ t.T,EE],-!#= t! '#FtrHi Effi-o #[:
l,l,
lr:
,'l ,1 ,
.:l -J :
- | --'l I -il
el
ET z
E
T
c
J
L
c o (J
L
L
o
a
F
J
L
q)
G)L'
L
l.
&
t-
lL
l>
I lo lL-
l-
I t<
o
J
lb
c
!.l (,
,.
L
o o +
cf.
F
9'7
I c
IJ 6
o r{
G'
o E
>:
c-
rt e)
c,-J
CL
E+r
>cl
rnri-!\c +*::
<-F!
e)
J
L o
e,(J
i
c-
=
c
E L
a
0 s
-,
F vl
Fg \3
I
E a
E €a
!
C e (l
T
a
I
j
t\
-!|:a,"
qE
F'lt
d'
3
F G o q.
lll g
3r,u,
H o o
E !!
e o
o o
o
=
ql
o-
q(
C !9 q=.9;iB
bo -o
8;o(o
c
.9
€
.9
o
o o
E
o
o
ii
Er
o
o
E o !
o l
o It o
o
o
I .cl
I
o
.C
c a
I!t,o
C
.9 D g
ttl E
c
.9
€t
a,l9 o.
o o
E
o c
0 o
=
.9 .:
o
o
c
E trl
r!(t,o o
o \,a
o
.9 E s
€
a
9
o l:
E
lD
o o
.>E
o c (D
CD
=
i
.9 g
CI
o
c,
c
!.|T'
t-o .-r t o t-
o-
T'l-
l!T'c
.U
6€tn ('\
J s
u,F
6
z I t-o {
;
E
ill
c-
o
E== 3!
6 9io i;!E E 93 o
s;eE
- o- |D
F E O5
gEEE
EE; g
l:;s
3 Hia
Ee ei 6gbE -: c.@
!E",E :EF;E
gEE;E
r3EBH
Ei: e;
:3Sis
E E€:=eF:!!€es=8
$:;fr8
-ai e ! i 66=':
YIJ;9 :;i:: "
=
q,
I
I
I
I
o
t,€a
o
o
tr
D
z I ,-
o
o t
E
tt
o
E
t
t
E
G
o
@
E f
0
o
+
o
4
I ci o +l .q
I
J
I -t
I _,_i
iua.
z r 9-
8533 o Jd-
-lll tll
iedJ I z -ol .l 'r 931 H
1fiHi r 99 fl I =gs H bg J > P -cl <J;qte 3 il=l fi
o z
o 2
t\
(!
ct
IU F
o
\o
|\\rtt
E!
$:i:
cn .E gH
da-.l=;2 c) rr.l
*J -J .eE e)z e.AY cl 8
€o s(5
€!=e3 Qo F<-(.)i5
I===E4F:E!?5-=l:ti!Fs.lf?t tT-.E 3re,E8 i#vA \tt=ryA"€L.#;15 -seli=:=:i:Et=t
r.ol .{c{q
?.4
ra q
o <-'
:
o'
ci
ei
.cl
"t ,J
Er
I rol 14
I
il
o
o ct
<l zl
aDl .tl
o
(J
ra a (,
z
J t
E
o
o
€
e
(D a
I a o
d
I
I
I
I
I
I
J q el
o
o
t
t,
q
€
c o
€
(D (t
c e
o
o o
c,o
CI o
f o
.x .x
E= s!
6 9:-
:EiE i 93 o s;8s .j O* o q E o4
EEe;U6FC !,=co 9:Ei
=o!-
=o6:;EE;:ct o
; E E:3eE!
\: O.!
iEEiE E;E€E ii;:f
;r:ie
= a I A=E::l;&33gi 99:=E !EE;!iE:it +r r:: -=Z::a
3i:i i
-l oJl oUl '3 il s .-l t r-,9l E9 rr !'Li gl .- | tEl :l >l
^9 1 o
6. A <r 6 iE 39
!;c.i E6
;E
: (1,z>
I
,
I
r.l
a,
CL r!r.l u n .f
I
!,
ct g
ul
.t cl
a
<.{
|/;,
t
C o
l!
E o
E
1!
E
o
F
t-l
crl ol ,gl q
ut vtl
I \Ol
l (t
;o c
q,
o
u o
:
(l
F
>1 *l
l'l cl ol
=l t-l ol !l ol
9l
6-l
3l r-l .!l
rcl
4 .\d *l
"l
=(r
UJ F
.a
z
9 P o
IL
()
z
F
*o qJ
6
€
{,L
a
{o
tr
E o
f o
r-
o
U
a)E
o
o t
{,
€L
l u (J
G
I
:=
ll,
lt
o F
u o
I
t)'lJ
I
=u
L a
o c
E o
t)J iu
ru T'o L
c,
o o
t!
o
€
o
o
'-
ll.
o
9
G
:(,o FE vte
69
e9 :o
o:-c =o t!-(J
^J(rr r1k
ct c
o
t
tt
1D
<J u
o
€
<J
@
o o
=
o
o
CL o
l o
o
a
g
u,
1'
C o .t
L t
It c 6 ',, >€
>L'
-.4 o >..,
aF lb-
a:t vl
u
lal
!c €at,
L o
a 9 F lr=rc t o It
t\o\c\c,
C'\
r.o o\t\(n gl a
Crr
ga
6i4
98
GI U1 l\l
(\l
co l'.
(\a
CN
>i;
o
r^
(\
t\
rn o
lt\
\o
(n
U\
o
o
O\
o
G o
r<G,o €I
gE 6 rt (\a
GI
(\a
.\I
rat
i*at
o
\o
c o
g\
o
('f
o
q\o
\4'
o
\o
2 -o is!i o g-
(.9 e
(5
aE.I
.+!
(!
at G 3
(\l
(:t
G,.(t
(:t
c_
EI
-li (\l
(.:t c.I (\
ct e.6
-*r (\l
=z z =z z
z
tr
(,o
4ro
E:
trl l"l tsj lc l8 t\Itu l-l (r\
ctl rl *'l
".1 .tl
-1
!_ _l
rt\(\
t
L a
o c
o.
o rJ\+@
L ct
q,
c
+
(\I
+
orr
(3
+.=
(J
c
9
t-
c,
lt\c\+
o co ao
(\l
@
o \t o L o
o (.t
c a o (J
j
ctl o tg
rl
J-l \l E \ol O'*l I E-E Hl E;<t o tr, -!tiFs
l=l ;!
H;q!ISEE I UJ F€.) G Cl-
qEg3
ctt
aE,l!Itl
=<9 z,UJ
-J
L)
=-(J trl o tJ-l
<5
<5 z.F .J
=v,z.o <J
I
I
I
I l-
9il
El co t
d;
"1 5
40 d(J l
"lJ ge
F{c l'I,la 'l
q ..4
'1
ct F
q,a -
0 c):f 6l
o a a 6l
€
G'
-l €)
-e)
Al'tr
!r
5-Er :;8r
o
uJ
o .c o.c
u a
o ,
|D
o
o
o A
t :o .c
o
F
o
d_ul
o 6 ul
CE 0
o.
nl
o
o
o
E
6 L
TI
B€.g;:;6g 6o 69 i'!c :';
L=(rl (J lr-otr
o
o
=(J c
o o
€o
(D
=
o
o c
o
tt
9 c
€
.g a s
dl
I
IE
,g
=o o ct
o I
E
o c
o o It
=i
.9
ct o :
g
o
c
o
o
g
!g a tt
(l!
c o
6 o
o o
o
.D
CD
9 c
o
o c
6= i9
siia ::_o E:,8.sigs
- o- o c9('E
EEgi
SsEs
=E A d ;!;s
9 !.- 9
(6 C 4F
EiE=SsEE
-: a ilr
;a;i:;:o3:pEE€E lii:f
is;Eg
EE:E;
o(Jo;-
€ e s =E E5E3E 3i;E:::=ec 9ri-,r
;!giE Fi:;S 3
o c
o
1
o
E
(D
1:
o
o
o
E
z
=en J€
of
>:96 Ed
;6
oo
oO -ol|
::
e7J c\ ql
FF
uJ F
z
9 F o
o
z
;
9
=t!
tn
iuat
z -o
is5 !o 1-
L a
-l o o L A 7 o
ro (,
=
o .\l +
-tt
D 3
I
I
I
I
I
I
I
ol EI .ol LI I
ot (Jl
tr ct
of L)t
-g o ol lr!
I
I *l
I
l!o lo *l
=lfr PF H{8.6 Itr el S -r fr qE
F.c. -,Ri utF G()rH
=6 6A
rl
:l
DI
trl F
a
\o
t..r
o
dl o 1
.lt
G,tu
LrJ z,6 z.lr.,
.J
C)
z.:E c-)lr,F o lJ-l
<5
at z
F
.J
=cl,z.
C)
q,
JI
-l
(A
€){rr (t!
E'
a 6l
.trt
E'
CB
-c)a-,
C.)
!rt lr
6::or c:!.r Er
E >{
1 I r-l
"1
!,1 ,l ql
.d
r'.1
1 'l
l
I
i1.q
o
I.
It
(\a
€
c
=t!
t 0
-.!a'
=t g€<cl 3L o OE 9-
-o :J do oF
a
t €
o (,
o
E
tD
(D
.cl o
J o
UJ
G ul
<n 6 o
6
CL
o (J
e .!
=
4)r E-o *:I ,E E I;€l=6loa 616 6le ; 19 .9 lE ; l€s tg
E le r l€
E IE O16 cto oto 3 t:
- l-i ti oto
= -.=3;s f-l o;o sEc go
E= 3E
6 9:-
!;!E i 33 o
s;eE
..,; o- o FEoS
Eeea 3d!c a!; s
=Flg E=i!€
E F E:
i9s9 o:oc : ! Cl(D
ieSg
i gE;E
i-;p€ i Ei;;3
;sE€E
E e4!=
iE;;:99s:E n;;e6 !ii3i 3i € E s
3-3:og e r gl E Ei;H3;
.ll lJl
fl r.l Fl
I r-l
tul trl 6l tl
o
z
o
E o
6
€
o
!l o
6 2
=o
o
t
C'
E .l +
1 q
.J 4
I 6
!D
(D o
l z
ol d q
ct,
t1 {t ,8,gl
c{
i;
c a
,9
IJ ql ct
o (J
a
o
E
0
ttl 1-t
o.l t!i Ll ul
v', I
I .{l
;
l
C!;o
@
o
o o
c J
J q -{ol cl rl q
'l ot +{(,
q
"J 'q q g
q
IE rJ
1 dq
t-at
1
J
|l,l F
.6
z I F (J
o-
z
tr
9 g
LLl o-
tJ7
q
0l fl F G o L ltl G
at o ul
C(o o
L
c o.9 9E
i;dE
Eo TtI 6E
E=d.i
D(O
o
6
.o
=(,o
o o
E
o
o
ii
o(
o c
o
4.
5
at c-,uE t/l >E
>(5
o >.'r E-L-<t .ll
o
2 I
93 dg I o (,
\
o ra
a,
r5 o r ('r <t\q\o c v o
Ez
'cri2!
98
(r
o
\at <n <,
o\
c o
o
=8.--z a
\c or
(\I
(rt c
c
F
'f o I
3E c.t N
o|
(!
(\a
(\a
a\a oi
.\I
N
(\I
(\l
iu;t
o
e
o
Or
o
Crr
o
<
c
o
o
Cr
o
<n
a ?o
853!o g-
(5
&,E
,5 c.
alt
ct c.3
(J
e,cl 3t
aa)
att c.EI
.+r
z =z z z -
z 9
a o
L e
J
L &!
a
C E
c rt +
t-o z,
l-c!
o
'D ,-
o o +
L 6
o
f
o
o
+ol
a o +
''E
=
,o gz
J €q I qr a.l
at\o i;l6-.I-
o tt €L o
(J
LJ
o
C'
a0 t!
tl l-{r.l I
FJrl.:.1 O col loc 6al | 2 0 il -l Ev
= h F>i T ;:li 9;
l=l f;;
H 3 q$
; En:oJcicr I5;=
t:
!r
lr :;lr
U'ds
-rI.1 .==,;2 (l)-
aa -J .E€t=AE tr! g
€o aC5 F=e3 92
e)E5
ffi @tr tu..#
\o (\.l (\l o G'
g
|v L o
o L'
t-
c
IU 6
sl
5l >l ol
"l .1 ,il
1A
=i \q
I
v !
o F
o o ul
o E I G
E,
uJ
CE
uJ o o o
9
,t
o !o
o
5
o
E o
o .lt
9 t o
a tt c .!
c o
6
a
a o
E
f o o-
.ar
E o
a!I
tt E
.!
a c o
(,
(,o
CL
I o
o
@ o tt
E o
C
o
o c
o
o €@ (t o
tl c
a €
C o
o t
E o
o o
E
=.!
o c o @
=i
.9
.E
l o
;
F E o G u!E o
at l!E
at
o-
c E.g EE
=dt Bo 6P
c-o.(J r!
o
E t
(,o
o 0
E
E
(D
tt
n
0
E= 3.E
iigE i 9E o
*zoEE'
-,; O- o
F E O5
Eps;
#s;?E E "EEEE EHi;
=c! o
i E g:
g;E E :! RE
= or e:': E o';
igEgE
EgE:F
;3;€E
a;: :E 9eEr€
a35Ei .': E E s 99:--
iEgEi tClaro' (,EO=€O (J
o
o
C!
t!
0
E
:
-=
o
(,
l
I
I
I
I
z
6
o
tl E
E o
E
E
a
l't
o
E
o o
o
o
E t c
o
F
J 3
tlJ
4
z
tr ()
.L :o
z I
9
=()
'a
J o 6
a,cF .gT'.t>
.o
> (:t
_rO
3 >!r 6-
a3 ,Jt
I
9 it I o'!,
c']o o ro
C'a
F o !n
cn l\g\t\
C'r
42
6it-
98
o
\o
o
t\o 6 \o
crr
>:a q;x sfis
o
F
rt'\
cn
@ \l
\I|
ta ({ttr
l'.|
rtr
o
r<
3e
(\a
(\l
t\
G
GT
a\
({
(\l
r!t\t
iua t o
CA
c
(t
ct
or
o
<
o
et
(t c
o
z
E5 3i o 9-
ai,E
GI.,
ct E tlt a:c
G
(l
e,6
(9
ao
<5 E
@ €
d,
G|.,
z,2 2 z ===
z
I o
L o
o
o
o +o
.E
]z,
E
f o
o
t,o E o F
vl t\+
l.c
(
J
(
al
a I
u
-t
ct
I o I t-
3 o -o
t!o
I.f (\i +€
lx
lL 1E lrt
lc t-
t-i 7c l(IE q
I.!tr,1 I lf ,z 1-'l r..
I
L o
tu
.:o
+
o.r
o
+a
o
+ro
'to
| -rl u\l6; or t-i ll
I .4
ol|-+
I
ql o o
c o
!t 5 t g,
6 !o T't!o
=.E'
c o
I
=F tt t!F {
2 o
tr
t ul
att a o
J J I
F o u,-t
:)o
I
I
I
:l
d I a
,gl
I
I -l
I
I u o
F ul qJ I o
=l
ci z
F
o o-
uJ G
:J
o
F
o
I
d
"q -l
o z
va E t!trl z.
(5 z tg
-t o z .r
CJ
L.r.I F o lr,c3 (t z.F
-t =(t)z,o (J
\q a\
..1 c,
1 d q q
H o
d 'l
+
a
'c
€l cl
I
I
I
"l
A'I
<l
d -{
:
tt
=i I \.?t'l
I
I
F\
cc c{
€o
q,
al t{
(A
c)I (€
q)e (n
ttt cl
€
l-€
q)
F
a)
t!!r si i:
Itr z
F
o o !
o I c
o t o
o
E o t I :o E
tt c
F
cc o 0-ul
at,o IJ
ET
o
E.o-
c o
o a o a!o o
|D
=
q c
o
t pe E9 ng --o 6o
E-8F
c o
G o
a,
@
CI
o o
It o
u-
ct
o
lt roa EE
.lJE 9 l9 : lP €l:€lo ol.l E le E 19 lt lE
=tt rrl=I lE ; lt r tE E IE >l-E IP o1l'cto oto (l lu
clc .9 1.9 g ^s F:&
tL5 o 6o g 9-c otr
E= 3.E
6 95t,
i;EE t gs o s;€s
- o- o
F E 05
ED o-:cllo U€9C :!-o
-o:IE =ol!-
=
@ .,':
;EE;
; E E:
xE d @ 69;E - :' qo :!:oa:n o; ^P
eFEgi o--^oe :3:"R F5e i;:3ts;E ;E;EE
E Ef !=
F5;;:39=:e
;::6=Ei;gi
-"i E B r Fi5:;
di.- -q, =-::lY l':=:s
F::-:,?lJ
.D
f
o
E
CD c
D o
o
!t,
o
c s
I
I
I
o
E
=
otl
; r,)
6O o(,
oo
@@
J
ql
F
z
F-o
c
(J
z
e F
i
Ll Jl
:l-.t
| .\. (\l
t!l
I ol t\i
t
JI g l;
i |,f;
z
i5t!o 3-
tl {ll I
li sfl
-l{ E3l
=l F #- c d H b:l z > ry€6=Ovl q 5 e=l
(t't E trl t!z
c5 z f!,
_I
(J
z.
CJ
u.J F o t4
C5
(9 z.F
v)z a (J
c\,i ..d ol I q g .l q q
q
'1 t
l-,4
Gl
g
i
i
fi GI rrl >i <l
-l .rl rl
I
r,tl
OI
=l I \ol ut f
I
I
I r<l z.l 6l -:-l
o
c,
-l |lI . ar!
I €6l
q)o
8 €
€s -a 6l
;E
€)
-CJ
t:
i:i:
I I q
d
c J I d cl
"l
J c q
I
I t t
E
I
d l
o
IJ
ql
a
t
o
o
o a
c
o c
o L
a,]
o 3
u
c 3
IU
t
au
fl F G o d-
uJ
tt u,
LU
L
t o
€
€
A o
o
E a
(!
G *
E9 EE
;o -3
6o E9 dt f:::
5E o<o
9 c a o ,
9
o
G
e
5
o .a
tl >=3 BP (Dn E !s i rE i 519 ?3l: i 6lctl E le I E le i I lE i g l= i r l3 i
= | - (\l:
: I o-l E lE*, C ] l:,o;
=E l5-r g
e l€*i a
=l=-tlo E l;oi I 5 | ESI E
'; e:6 o ; .:;i .: o \ Pi e E 5;5-o1
S 9c 9 'i oo(o
E= 3!
6 !a,a !;!E <:: o
:ees
iEa!
Eega u,!Fc
isEs
:=3X::iE:o r!F l'i FeP iEi:
xEdo
r: c|.o
EEsg
EEEgE
!FE3H.EieiS
:3:38
E:€E;ClC:l^=oqo:-
99s=E
Ei:si *: ,:c 1, c :ctrco 33:eE
;egjE EE;33 U
!(j
il
I Li
ol
€l ]l
ci
a o
CD
6
!
o
E|o
6
E
o
o c
!t,ol !-l
-l ri crl qri
e, l
I r':(r
o
o ll
E
z
!rl ol oi
"t',o.]
tJ,ol <l ttI
I cl:
i
J
o
(|
o o
o
o
e
c,*
L (ri
o;r-l ui .t,
1,
q
l
ED
o
E
!t
o
o
=
I
I >i .{
4
11 rl q
I v'g (l q q
o.l
J
H q 1I c q
!l
4
I +q lrl q
J g
UJ F
"(t z
9
(J
z
F
'9 :
ul
a
t
J o 6
!cF €o ar, >la
>r (:,
o >..r l!-
a:t .r,
!c €t,
l,
.U L (:t
\,E-lEo .a, >t
>cl
c >ar 6-
a5 .ll
a I
t-:e t o a,
€E gl \Ct g\dr IJ\o\.g c,t\
@
t\cr
_82
EIr iu
F.aj't
q\
rn r<t
@ r\
t\
\(,
;E;-z c
o
o
t\
-f
o (\a
CN
o
ct
C''l or
co
o
t\
qr o
(E o ,'
o (a I
!e (\a
|\l
rt\
o
c
F a\
a\
(\I
sl
GI
N
(\
iu; t o
o\
<
-if
6l o
o
qr
ct
ot
o
('1
o
CN
2 ?o
E53 !o 9-
L'
c!
cl
cl c.
alt
a\
(:
!!
ar
a5 e,
o
(,e,
Gl!
o
(t
G,!o
o
<5 e,I o
ct tt z.z,=z.z.z.z.
z
(,o
o o +
L o z.
+sl (\a
o o +
(\l
(\'
?
(t\
(\I
+
lJ'\
aa +
L't o YZ
.o o f\r o
CJ
co o (\|o (\a!el
o
q,c L o 6
J iJ
&
c t,g
t U |!
ta-
-ll dl
-l :d
d lfl .E X:l :I=3IL
i cil :R E=l d UJ F CI U .Ec|OI I H?l -:E;gJ
RI ;l ql *l
t!F
o
I
I
I
I
I
I
I al r'- I col -J
o z
E o
t!!r
Ez :;6r
aJt .cE C, rrr FLrl ut 2'.-=
,^t Z et tr.i
--J .e€t=AY cE8 rE'
F<t F=si 92
Q)6 Hry RT@€E wtr +*.*-#
I
I
I
I (\l rt cl a
d !{r+q .-t
a ..1
ri
ql
{
I
o
o
.c
{,1
=\c
ci F
z,
1 -!z V
-
at
o
'a
o
o
€(D
A
9
o E
EI
q
o
o |ll
o G o-
o.
UJ o G o
o
o
o
E
c r!C
o
-o gE :E -E
6o -o
!!E :;
3'i oo
.9
.r.,
6 (D o,
o o
tr
It o
(E
ii
o
-o p
rD
cl o o
€
o
IJ o
CT
o €
o g
dl o
E
E o g
a o
f o
o
o
.Cl t ID
€
.9 E
;6
c
,9
q (,
ti o q
(E o
E
l t
@ c
CD
=
C
.o
.c (I o
o
;
J
ut F
.o
z
9 F o
o.
o o z I F
'i 6 L!
u,
F
o
ul
a,a
uJ
cr (,o
.E
ct c
o
E= 3.E
6 9]r,1 i;!E
s;es
i o- @ FEoS EE3;E:E'i!is I3l *:: E:
:o. o
EE3:
;E g 9 o: o c i: O.c !c3q
igggE
I=-pgi pi;: I
;s;€E
Ei€:=E.5: lE ooo:_
9 9 e -P
!EiEE ai E 3 c
::=s"5.i; ':1
;C3EE €Cf ,:u O" q FOlAO (J
c
I (,
E
e
f
o
E
= tt
@r cg ;.9 96
-o.:5 oq
oo
t€J€
0o
3e
3E
E;!c e5 23
I
!o
t
CF tg !,V't >a
>t:t
>.4
o >9 c-
ct va
)E c 4
L I
=t C o ur>€
>u
c >rJ
€F
<2 V''
o
4l
t I
ar?
.tE I o I
o q\(n @ d.16 (r\CA
o o
E!
a2!
98 F
tt o
c
Itr
<!
F.
F'
<\a
:6a
o
!t
c
F
F c
1|,
F (3
\o
F.
-:r o
(n
G o rf
o 4 I
3e
v Itr (1
(!
GI
(\
iuEt
c
q :
\c
o
\o
o
(F
o
('r
c
o
c
c
2
sb;!o !-
€E o
c
(:r
IE
(r
.J e,
GT
ctc
at c.ctt
(:t e
@
vl
(5
<,cl
\5
(:e c
r!>FF 2 z.z =z,z z
2
F
()o
!
c c
c
v
+c
o (r +
o t'!+"l (!l
+1 o
o o +rfl
+
rjl
+
ge
c
(\a,J -l *i N (\l (\l
,-lll J tl o{l toctl
^,1 =9 I
dtlJ
i Eit g 3E J ;qgE c-it3 I =E3 H bg J > gg-l t $fl,fl
RI
Fl
--l trJ F
o
\.,
r.rr
F\c,
o a
t:il Et 13 T:
qt .cE Q) ur aal l.t.J .= z,
s'H !H -J .EE 3=AY 61 3 E:F=ei 22 e).5
ffiB ffit #
llr ttl ttl ttl ttl I t.d I tN tol ct l:l ad tct I I arl I t>t ol t<t u l=l g
1,fl9 ttq lslLl lcrll tl 9.1
@l .ol t ,vl s fi .. ,__l q ott Ftl
l-
o o lt
o t
o
o
E o
o
0
o
q
c o
o
o
=
o-
o t'o €.
E
=I
{D ct
(D o
o q
o o
o
o
o
a
9 o
o g
6
o
tl
q o
€o
6
€
o c!
o q
(T o
o
C
o
F (o
t.t c
<n (t
u,l
o o t
o.9 3E :o E3
6o 69 *tc ::C=d,i
(J IJ
q
t
=t q
ID o
E
o
=
g
ct
o
d
o
E= S.E
Eii€z=-o E 93 o
s;es
- o- o 9EOE
FEgE H=8.
93 e;
=ol!d ;EgE q6.o-
o dtF i,t
: E E:SpEE o: @ =:E$$: E o5
E9laE ai;:f ECr-v=
:3;EE Ct9ll=E:TE;a6: ^5 oooY_
9 9 c >P
gEIEE
d! 6 d e
tn=eE
;E3EE FE3B3 3
(D
iJ
.g
J s
r!F
{z I
F o
IL
o
C)z
F
=o
Lu
o
o
o
E tt c
E q
o
o
o
!
E
f z
ot
r9 96 Cd
E6
oo
6€
J(D no,
t
F l o
E c €l/lr>
.E
> (.t
lD > .,r o-
1:t v1
o
!a
-
o
lE
L
5
-9
tr=t5 I o
c o t\C o cl rO or (n \o (n \o c\
5a_6i'-
98
F o o
o o
(\4,
:Fa -z q
o
F
ol Gr {.o,l 6
c-q
ol .,\.t .-+l o
a\l
-a
F
c o
ll o
9=:tu
t\l tf
o
(\a a\l cl
(\l
.\l
GI
({
c\a
i*at
o
c,
('.
cr 6t
o
(r
o
o
o
gr
o
(rI
o
o\
z -o
863!o 5-
a5
3C
.E
I..
.J c.9 (!
<!t e
co
-:r
a5 c.I
C{
ct e,
ao
o
ut c.
:
a:t
d,o
FF
z z =z,z =-
z .
|Jr c{+
o F +?
o.
+
o o +o
o o +
F .J' O @2
F..
ol (\l
(\I
(!C\6l
(\
<!
rl -ll b.l tea I E1 H a{x z4 -r9,i
i cg
R iE ghq
> -ur d Joiel 3 aq
I
I
I
I
..1
c\o
c.tl ol -l
d EI
$
d
'1
q
rU
>t -ol 3
I
I
(rl
JI c;
ol:
(r
!r,
=
\
I
I
rlt
u-l rrl z
<9 z.r-u
.J
C)
z.-(-)
IJ.J
o r4l a
a9 z F -)=tt)z.o CJ
RI ;l rl !|I
ul F
o
.o
ao
o z
@ o -t
(,)
-
u,€)
*J
GI
(,o
a 6l
€
EI
GI
-q)s
g)
li i:t:!:
v I -:z
@
o ul
o E G c
ul
G u,o
@ o
9 o
o I
!D
o
9 o
o
E o
I
9 :o
a
(o o.
IJJ
G,
(r,
u,ql
o o (r
a.
c o
ql
e
ll o
o
E
=
4
c D-9 o=9;:E -8 6o 69 6E :=C=d,i oo
o
q,a
6
TD e
c'
o o
E
9 (D
o
,i
B
o c
o
o
o
E
o
0a
.9 II C
t!
.9
CI
.o
=o (D
ct It
o o
€
o
ID o u
=i I .;
o
o
s
-t
.a tt €
ct
.9 t
.q
!!
.o
6
.o
E (!ct at
a,
o o
E ]
o
o (!
=
.9
'a
o
;
E=€.8 6Iia
:;EE c YE o s;ee
..'; O- o 5Eo5 EE€;E:EC a!; g
=oar:9=E€E3r:;
E 5 E:
3Ei;E
- ): clo f=ocD
i E o j
EEE;E s;E3!
E5:al
:s:rE c t qo=o qr!==
iE;;:isErE
gisE€
aJ ? I --=: !=
x ).1 .:-',
ie gE E ccl!)a, I FO1?TC |J
o
1
o
CI
!'o
o t o
o
=
o
0 c
(t
I
I
I
l
(D
I J
z
t
c o
(,
al a
o
iD
o
c t
CD
o
€c
o
!
t
J s
G gJ
F
{z I
F (,
q
o o z
tr
5
tt
I
I
I ,I
o .o
a L o
o q,
g
5 o qr
a,
qr
o lrt
g
o
!a t
tl ,o 'o o o f
I'q €
ctr
-
tl
1"1 al ?-{ r.-\o fl t2 d-l E 3E:rIZ lqo tJ !l-t 6 sefr qgi
lulF o(Eo z\5
@=@ 95a
ctt t
IJJ lJ-l z.
<9 z.
IJ
-J
sf z.
c)lrl
o trl
<5
<t
=-)=C''z.o <)
ll tl tl tl tl
t$9g {nl it €dq
Ti rrl I 6,I
t{\cl >Lr{ cl fl{ll
4I
d|
o
c)3t II
ca
€J +,4l
I I
8 c!
FI €
e)E:q,
t:6:5-Er
:;6r
ra
al
p e
o I o
o
o 3
e
I
I :o
c
EI
o
ct LI
o G o-o,
F G o 4 u
tt,6 ul (r (,o
o
t
o
o o
lD
E
€
o
ra
e (D
E o
o
=
t q
o
c
€€g
o o qo
6.9 ;>;tl
Fo
E9 ;3 (D:
=o iio oo
o
o
a
.El c
ll I E E
I
.9
lJ (D
ct
(D c
E
o
(t
(D o tt
=i o
'a
o
t o g
o
o
o
a
!o
9 €
;!t
o
q o
6 c
o .E
E
>6
o c o
CD
=
g I
a o :o
o
E= A.E
6 9:o i;iE i 9E o s.;et
- O- iD E€o5 EET6 E:EC
-='s ! $r3l:::F:O CIF |o :o- o
;5 E:
x!t ! iD
O:dtr s ! C!€f:co o E -9
i:F;E
frg::t
:g.:rE
E:€;=
eEeei
9e=aE
EEiEE oi 3 H c
:ti:nct
iEgEE <gf oa. rJ Foo^1 f rJ
qi
o
E
c!:
I
o
2
o
c
!t)
E
c
E l z
ii:
t€
ol
;9 9E cql .(l
;6 orJ
oO
@o o4
oO o.a
FF
J s G ut F
{z I F (,
c
=o o z
tr
_tr
ut
I C
J o -o c o
L o
t €.n>a
>Lt
o >.,€-
a, vt
o
!9
i,=iE t o a,
@ qr \lt
<n
(3 o (t\Cnr o\
sf;_
EE'
t\(\{
(\,1
€
(t\
GO
cl\
sgc
F F
q\
(\l ct
\{t
5 ,f
o (D I
:8 tJl t\a
.Y
at
GI
(\l
(\
(Y
G'
(!
FI
a{
6l
i*at
C o
or
o
g\
o
or
o
gr
o
C'\
o
o\
2 -o is!i o 1-
c A c
c
(:l c.
GI
\o
a:t e,EI
ct
G,lr!
<t E
EEt
ct c.
co
<\l
(:,e.I (\
4t4 z.z,z,z z.z.
z
F
8
L o
|J c
o
I..r +ct
GI +tJ\
o t\.+
o o +
o o +cl
c.l
o
+
a\l
+
f;\.
Ee
CP N (\or (!
(\I
o
ta (\I
a\
(\l
o !d L o
o (J
c 3 o L'
o
ctr €lrl
I J"l sb
f,".l E
".F!
li *J z fr qFt
tutF 2 E q
@=(!9o*a
q,
G,tu IJ z.a z.l&l
-J c)
z.-C)tri
o ll,l
<5
ct z.
=-)=u)z.o <J
I
-a-!
8 €
GI
I
a 6t
€a -€
lt q)
.A
c,
t:
t:
I
I
-l
N cl
1 q II ftl rt q
q
I t g q
>l
ql cl
I
I
(u 3 c o
rJl
ru
=\o tn
r'-
.A v v
F
-
tJ
I
o t!
o
.E o-.L
E o
c E.o -t
F
a,
l.-
t)-)
€H=l J
;:l I { o'l I | €t .la
til g
{=l {
iel fl glH s'l 3l I
EI;I H :tst 1
:t"l q
e &l!l fl
tr;Eil!
;E;H:]I
E= [.E
6 95o i;!E i EE.g;eE
- o- o
F E o5
EE€a Y:atclc EEEe
_o:E;
=OCo-looi :iE:cl GIF g':o, c
; E 6:
69!9 o:o=s: O.o :; o9
: E @i
EEEEi s;E3!Ei;:f
;s:iE 3:E!=EilSg 383ei
9 9 q -9
E!;i:qi9-j-
-=zl-- ,
99:-a z
9e si: I gcf :ra o FOo.3: o
o
o I
o
!,o
o
E l9
o A
tt
o
6 c
o
lt >.Eo :E 9E E I;o l.=6lo €l€3lE E ls e 16 E I:I 16 F le .olct
E IE -lc
E te tDlln cto oto cD lu
: l--Ets I t9 .=-.=r:3
!:L t-t o;o
5gc oo
J (J
f
L F
L o
(E
=
=o
(o
(,
-b o,r-i
rl ('l
1llt
vri <l
I
0
c
o
E
z
!l d cl
ul ct ql q I at
I
l
o
(J
dt
CT
E o
o
6
:
o.
v!
tul
('l t-l ul
I
CD ;o
E
o
o
E I
a
t-
c o
!
L o
(J o L G
'q L .!
ag
1'l
d9 tf\
Cfr
!D
f
6
E
(!
:
o
t o E
o z
s
ut
F
ad
z I F o
o-z o (J
z
;
I
uJ
CL o
I
!o
!c
@ at>I
>Gr
o >r e;
<:t q.
E c €
L o
o
g
a
9
tr=tr t o IJ
c c F (r co
<t o o \o <t\
<n
CE'c1
qlF
56_
EE'
CT
c
F (\I
N o
F\
(\l
.:'
<\a
CO
aEa
o
c
€
Q
tr F
o
q\-f
€r'r
(
o
.-
IE o F r<
o iD I
3e=
oi a\(\
a!
(\a
GI Itr rt\
iuE,
c
o
c
o
c
o
o
o
ol
o'l
:]
o
rO
o
\(t
2 ,o
Esi E o 5-
(l r,6
c
3:)&o (.:t
G,
G'
(.!l
E EI
(\l
at c..lt
ct
e e.
lEt
({
L:'G I
t\l
z z,z z z.=z.
z ;
I
L
c c
c
Li o
a
o
o
ru
o +(f
q
=o
t-ct
15
o :
a,vt
I
L ct
{,c
o
++
a o +o
o
jrt c.t (-f o{(!c!
(!
at (!
(\J
t o
o o +
I
o vr +ql
3
I o gl
I
J
B
ol
'1 x
',|EI :l ol crl
I r{
F
rJ I sl >l b
:l -l fig
iiii lr|rIS c: E*I H i;2I E!q s $3
ti
t:.rl 5:
cD
CJE
-
IJ.J 7a 2'.-l =;2 a, rr.,
J-l .EE t=AY €!8
€o sCJ F=cj 92
<J5
Effi
FffiET N=rya#l ffi
I
J et al <t
1 g
tl,
-{
I ,!|t
cl
1
o
c c
{J ]
F.
E
t v
o
F
I
6 I
o
R
o
t
9 l o
-El
=
q o
6
o
o
c
E
=
G
o
tt o
9 g c
.a
o
ql
.9
(D o
o o u
=
.9
o
l o
A
tt 3
I t
,E
€
e
-9 q (,
6 o
o ID
E
=E
(D
=c
.e
a o
o
;
F
o G tu G
tt,qt
ul
Cr o o
q.
s9 EE :E -3 Eo gE
>9 5=Cl l!oo
o
cl
a (D
(D €
E
(D
=u-
o
ct
o
o c
o
E= s!
'E g:3
oao!l=-o E gE "gaee
;EtE
EEgE H=E.a9e;
=E E 6
Ei E:.=o..o
g E E:SsEI
;EsE iF31,
EEEEE
F.a;€E p3;:f
tr Cl- -:
:3:€E
EE€e;O,c't^=orJo:_
P9s=E
gE:E:
dE=?e
;EgEE -<ctnrcl (,Fc|OOO (,
o
f
o
E
(!
EI o s!
o
o
c
o
e c
I E
.D
o,
o
c
a z
a
=
o
(,€ct
o IJ
o
o o
l
(l
c
f
(!
o
E
c
a
o
0 s,
E j
rl
!l
)
IE ql
F
4 z I F (,
o-:o (,
z 9 F
9
o tll
o
6O :z
I *l
I
B o tc,-l i lo It{FF H./z 6.O
-tF =l ;IG Iul OE 3.O
FI x1 X\IIJ F tEo rH
=o 5A
lll F
o
<,IJ\
€
o z
6 o -
ct2 e lr,IJ
=L'z rrl
-l c)
z,-c)t!o
t-rJ <t
ca z.F
--J
cJ)
=o <.)
a (,t
a €)+r cl
I
a c!
EI
-GI
-e)E (.)
t:li jr t:
cl i
!,I |Jl
J Yll
ax
=l
!.r'1 I
I
aa I .:Z r.rZ
.o
.F
a
@ o
o (f e E.
I
a
.{
(!,lJ
ET q;
d .!y
:
,
I
J o oq
1
I
1
t
i
I
1
I
H <l
=
.-l
a I q t rEl >l
E],r'I ol
:l
.l q)t Jl
13l "l
$l
:l .rrl
vrl fl
l-(r o 4
UJ G
ct ul
IE o o E o-
I a
lo
tt o
o
E E
6!E"€
e
9-3-6 r 5:*3E :!rlD
E:*?ro 5EP
aq|E q:=:5=iI(}u-
o Ito
coi ol col
Ci
o
x t
o t I
o
9 3
c
o
a .o
E t o E
a
Orr g.A :B
..J.;E IE . 15 elr
6la E I:E 19 9 lE E l!
ts li 5 l.E IE Etc
E IP olo cto oto (D lE
- t-
CIC olo E ]E 3;3
]S:o;o s ci oo(
E= s!
6P:-
!E!E
E g: o garE
-.: c}- o
-cEo5 Eega u6!c
isEs !3X:
:Ef;
g E E:
xEtqtc
:9 a6 :boE i E o j
cl c c -cl ;tsita-c
EEaE;;P;HE
€ si; q
Ea-o:
:s;€E 5:Ee=
FE;;:ies=E
EiiEE
=': E g E <99:- o z
9ceEE g
ECI(DCL (,
FOf OO .J
I
I !.t ul JI r-l Fl
r-l ol trl €l
=r 'q;
:
o-
E
CI
;
a
o
o
;
E
o
lD
t (,
!
cf
-|l
CT
4
I
o
.a (l
f z
I rl o o q
vt ct
al |l
va
I -1
i
!d
o
o d CI
E o (,
o
0
c
F
r-l
!rl ol
Ll ul .tt I
I $rl
t
:
ID ;o
E
o
o
c o
2
c
o ct
F
>-l .rl
'-l vrl cl rDl 'ol
I !-l ol t'l (,I ol Ll a-l
I 'tr I
*l +rl (rl
I
6el lJrl orl
J
E
u.l F
:.t
z I F (,
c.:o o z o
F
9
=o t!q
,J,
I
F
g
tl E lg ur>
>(-
rll >.gF
gv
)
(
L
a
t
c (
)
a )t!L (t
\,
{vt>
.E
>(J
o >Lt
€F
tit vl
o
g
t I
(r?
TE I 0 u
q
o q
o
.t o \a o q,o o o €(rl
5E_Eie
98
c F
(\
c
e
c{
o
(
CN
t\
aEe
o
CE
F
{
c c o FI
co
F c1
F\
\(t
C o F 'I
t!I
3e
(!
N
IJ ta
o
N
a\a c{
t{
(\
iuF'
c
cf
o
(rl o
vt
o
N
o
o'r
o
(t\
o
o\
z -o EsiI o 9-||l
(j
d,(.:t e,
@J
a:t &6
3\
(.:E
Q,
(l
d
@
(jt
4 <!
(.'
E
@J
Fts z =,2 ==z.
:9 F
8
L a
J.o o L a 3 o I'o
a,
=
a,
o E
.q
=
l.-o
=o (\'
lJ1 (Y
+\o
t-ct
J o o L E 3 o !.g o
=
ct o +
(J
o
E
(,
ol +
o
+o
o o +
o I..\+
I'e
o
lt'!(!
+<t
rro 1.2 c-t
\<l
af
6
(\
co
GI
(n
(!
o
(\l
(
!I
(
o L'
c
o IJ
!,
C',g Ll
J1 \|r Si:s il E;6H:;riF;
i?ci -I 8 EE
E:Hi
U'
CE tr,
11,
=<2 z.lr,
-l ()
z.
C)lrl o
LJU
C5
<t z
F -J
=aJ)z.o CJ
ffii:
lllt
I lxl I lqlol I
I H'l I
tflitl
JJII cd rd cl I r . -)d -si lll I
-'4 "t 'l i ,9. lll
a q)
E!
a €)3
6€
I
a
cll
€
-!l 6l ],-c)J (,
a
.,
o o lr,
o
!E o-E
j
(.J
F
o
E E o -
F
o L
FF
o ?
q,
.c
iJ
ifl
;Ifl
Etq
E,;{g
3E;F5
C'
o
E= s5
6 95o i;!E E EE o s;sE
EEtt EP€;
ii EE
EO!!r -''.:
; ir;
Ee ei
E:o.o f:oo oE^p
;Fi;E
:E€;E g;F€E pE;:1
;$srE
gE€;;
333ei 99 c >9
EbEgE gE:g;
ii E E 5 a
;EiEE g
CCf 3ro' aJ
?r.l I q ,!
1 -
v o
€
.D
€t,a
o
a o
-_l
I
:;
o
C
t,
E
6',,!rl t-l ';l
ol
arl
I |,l <l
o
c c
o
t
z
0ri ol
rl ui |!i -l
=
z (,t!cl a
o a
2 c
tt
d q
I I
3
o
?.c o
-o
o
5
:a
F
0 o t
o t (D
o
E o
0
E o
3 .o
I t o E
ll c {
o
D o
t!(,
E
;o a E
_9
ql
.9
(-l o
0 o
E
o
dt o o a
=c I
.s
CI o
f o
C
o
ci
o
lr
E I
c o
9 c
E
c o
6 l)
6 6 at
o o
E
=E o c o
CD
=
-9 c
C\o :o
:q
o
J -l v\cl {,!l
J ol +{(rl ol t-l
"l 'El
l-l
€l d .C .{-l
aq q
J s
q,
F
E {z I F o
q
=o o z I F
I tl.
6
r.lt
a
iuE'
z -o
853!o 5-
'0 E
c o E L (,
c o
tU
o E c o
=
o
z,
o (v
c{-t (/1o st
Il
ildl
{gg3 ur F.!l I E (, -l .l
:3gH
Rl
*t
H
o
I
d -t
o z
E!o
C'''E Lr,l!
=(9 z.t!
J
9:z.
IJ lrl F o t!<9
(9 z
F -)
=C'2 z.o (J
CJ a,tl
a c)I 6t
8 6l rt F
6t
€)d
c,
E:
t:ii
\c
a\o
o
E L o
o (l
|-J
q
a
qJ
J c
0)
E
14
q)
!
.-o
r4
l.
<l
tl
o
L
t
I'
3[
I
l
TI
0,I L o
!)L
9r
r!|
a,L o
C o
a
a o
D
o
E -
9
b
'I
o
8
o .E .?t
PI - t':t E,I a.
-r E'tC',a il ;l ;l :l !l il
,l il .l it :l
:.r I oN I DI 9sl I
=r.^l c-Nl 9l
a9 oci
Ec o ;gg
D(
D.,rt 9,!l o 6
.5
a
E
-g !t o
=o o E\
o o
E
o'c.
6 0 o a
=
c-
.9
'a
o
J o
c
c
o l|-
L-
a
...:-'
- \':I _\>.-l :+i . it-:-' L O\J
, | !q!.- - (r-6 E
a!
.a g o
(,
t!J lo lo,
la l6 to lE t>l=le to lc 1O lo
tc.1.9 1C
tcL
ll lo
t-Itr
>l +rl
-l 6l sl arl €l
I Ll ol rrl (rl ot l-l o-l
I !l r-l ol 'c, I cl r!l !, I |al
c€l
rJ1 I €rr'J s
ul
F
z I
o
c 2 o o z
F
I
u,?ro !2
o;l zol E;i UJ- |F>l
,2 Ot
;.1"fr urO (oT'
E3 .22,J c:5i u-
ci st
a=
ol >l o
o
q)
;l
ol
3l ;l :t F E o
qJ
CE
CN o
UJ E 0
(E
E;sE Eo EE :;
5F
EXO
E=s!=EEA?
o^oo 2Z-'l E EE "s;rE
E E-"8
EEi:E9ch
E-o i.
;ssE e?i o 6 EF6
=o. o
eEE:
!€aA
!ElE'
AEEE=s
E'r; €E ti;iT
:3giE
i;::E
'E: E i€
i;E:i Z :EgE: *-
EC:OJA C'
FCEo0 aJ
tl tl tl tt tt tl tt ll tl tl tl ll dl ]l ql tl ql fi
-l
-l ol ?, 1 !'l
C 6l 5 r-l
0J !r tr rgl '1=l
qit !l=dt l9 gE
9o
AE
0o
BE E6 z2
o t o c o
6 o
I o
C|'
o o
E
tt o
0
rE
al
o
o
(t)E
IJ.J tr,
=(,z t!
I d !t
o g)
{d €
l-{,E o o J
E!
$!i:
EEq 92 E8
E--!€:=.F€F===F:-:--E=rf,
FmeS [#tr L 5ET EF.:-liE;-€
l-l
Ol G)l lo;r- | -Ei cl! :l xl u
Ol tlt 6l E.
of
;. -=-(,c3 E3 o9
@o D.O
cc ttE CC G€oo
I
I
I
I
I
*ol
a\,ll N!
col
I ol
EI Ll ol ;l ()l
I
;l >l CI
€ri ol
I
j
I
I
I
I
I
I
i
J
q
al
1
.1
"1 .J rl
el -J ut
F1
I
I
I
I
I
I
I
I 5
cl -)4
'1
o
"a1'"+)\
67'.*
'&,o o 1 sqz !'-t()o iv,'"4
iu a,
- i-g\ --l o
.1 .r ttt
=5=
c--tc .!-1 6
=tf
+ lr-
a\t I l\.
0, 10,o slo
tr.t.\
l) lt-
i>
@ t+
c ls o tc E to r- lF o ltr
('r lgr t tc.
Tt l.
lcE
;l;
ll t-l
\l
>,1 b
i! -l
FF <iu o|Il rI lcD tl
lst
Fl e el E Io.IrJ oc z>qi
:
;
E
."
!
:
q)
B !,
E
o
e
E
E
au ll D
c
@
!)
E
o o
g o
o
c
o
c
o
tt
E
c
.9
o
a,
E
E o
o
C"
c o
o
o
LJ
I
I
I
:IE qE
"1aE .l 'rl Flo
q3
EI q I
I
I
IL
UJ E a v,
uJ
E9 o=9;NE
9E
otr
o
@ (J
(,o
o
@
E
t,o
iI g
@
E= 3.E
6 9-lo
i;EE
c:: ot g;EE
F E o5
EE @-
hEEP Y-E .:::-9'o: ? E =-.::ol')=93Eii 5H;;
fl E E:
-CF=I E i.p i
= (J ;'i !.=gE€ig
r?p€ q
EE;:f
;i:iE 5:83=iEIsc ;; = o-
=:=>:
i;;3€
-=-s E E
=:i---
;:Ei;
ili-i;-
f
or
a o
=
o
o
ao,9 c=a
=(J E:6
;6 o(J
-c€EE'.o
E!o ;:F e*7
-t'Z
J s
F
€z I
o
z
tr
I
tlt
c-
lrl
F
a,
=,tr o t,
o
o
a5
c o a/,
o
fo L ct
g c
ag a>|u
>3J
-ra o >.P |!F
5rn
!
(
I
ci
'c
c
rl v,
+
v1
vl
o
o L (J
1'c o !,>
aO
>(J
Fta
o >+)o-!--a5 ttt
!2-get
()o1
rtl
91 CA
o o
C'r Cr
gz
E5E
98
-:r CE'
o
\n o
oo
\a)
(\I
t\
e
Ega N
t\
€o r (!GO
LI\
@ o
o F t<E o
>s
rt i u
c co
or
ul
o
| T
(!
iuat
o C'
.€
c o
\o (\l
or
(\t
o
or
z
EEi E o 9-!l
(9 c,
@
+r
a E
@ (,e
GI,'
(:t d
\0
(!t &
ao
\o
a3 E
:3
F!l g'4
=z z.2 z.z
z
r!
c'l c
!-
o c
t-q,3 !,v,
-:r
I (J
-=at-o
ur
6 ral
a\l
EN c
L!
o E
t-
3
o)rt,
tfr
I (.)
-=rL1 o
=i u\l @l
(!
o
L
o c
L
7
OJ
\o
I (.,
-=al-
o
z,
o
o L o IJ a
c.I
g)
tr
f!
o c
!-o t o ul
t (J
-
(,
crl
o
z
+, I
a!
v,
.t{
I Crl -l cq
t,J
a,l '-.{|.!.!1 ol c!at u L('q) ul 3l {uq
rFl ol
I E]o
+,ui 0rl tll .t-a
@-tr u&c
-rl c +ro .DE
-6'=-.!
Ctr E
.u'
;;0r!H q-I oru LJ !/r Li -Gl O.i \o r,|f
I
-i ao I :z i
I
(ttl
I
I
(Dl
I
"'J (Dl \l,@
I
n..l col
|| ll lr{ I ;l ,l
\h - |
q!lil*l
q?i*ll
e
=
HsiFl
Ei 6:!:il
cn cjtr ..lJ d=,.<=,;2 c) rJ.r
rad -J .sE c) z.6.AE il8
EQ FL'F=ei 92 e)i5
t::!t-Ei44tEtl w-a
HffiEJ ffi
I
I
I
I
I
I d x q
=€tai
I
lJ €
I
14
<i
I
I
.,ol
GI;ct @:
rg
L'o:
o,l-)'
L gr,
cl
;
(,
J
q,
.J ur
,n
e)
=\o rn
F\
o v Y
i
I
I
o
a.;4F ,t
1
E;
-flo
{5
'l$;t-it
t++
r+|{?
tt +
{
d'!o>Ilc rtul
4B .+o .l
f,
I
I
ll tl !l
il
!l !l qt
HI 5l
3l
EI
f,,1
JHI 14 ol
qEl
EOI iLl
€u
L irr
L o 3 o gt
T'o
its
th |!
o .|J u o t-
IJ
6e o lrl
c t!
.lJ
o gl
o
ta
a,o o
rnl
.LJ
:
c
6'
E
a,o
|E o
c o
69 o
C'\
+,
G.t o o (0
:
t t IP
T'q,
+J o
|'
o (o
z,
sz g
J ol
'ttl
ol oi 'l 'ol
E
I d 4
J
CT
J c q
FI
0l t4
td
'1 q
-1
-.1
CI 3 af
i ,!
..l|
cl oq ..l
1 q
ul
0l H
$l
t-
E.o o-
UJ E
an o lu
tE o o E
c
-o
.=>3F E6
bo .:i GJ
::
d;16s
!,:
'E
o
E
E
3 BE f;q'Fta4 E Ep @
5 tBbt .s lE rg l't:t^I le lE Et-l o lE I u'
=lollg ()t;l
-lx,,L)'6 l= i o.E lB ,3 : l* !x
;I_;tol E lgFi ctt
t l;'1 9 g lE.j 3 glPtr s l€J E
= l= tn 6
-l-l:.:E tc t9 .:l=rc ioiaB "ae-,i:5 E: E 3 o 6o -_ Z 5gc9-nrxt<
c
@
c
a
EE E.E
; @ >.-L= c --ie3e c g= o 0r J n'i sE,Ed
- o- @ F E O5 Eo qr-
jar0t!c
.:::-e)
=o.';:iEt o EF;
E C r,F
EEE=
;qr:;
- = n:
- b i.. F
gEg;E
: P: o 8
Ei:3s
:$;re
E E{€=:E=u€6-Ed9:
199 = > 9
; =: |!;6 != + Z t e --'.,=iSril
-=7Y^
::,:- dr
u:=::
=a=a=
,all L ':iIJ (!z
+r;o,
q-
vl
qt
c,
t,
N
an t-o E'
ao o J
Gl
q t-
c,
o o
C\I
lrt
J IJ J t-
F
L
o
=.
o
o
E
!
o
o c
o
t
G'4
ul
o.
o
E
z
cc :::o
-cl
ib tD(,
EE
o ocl
\
+r .ll !l .1
o q
zd Or-.- rE k!
=(!
={J or^
LIJ aa9
or
+Jl
(tl cl !rl
=i r-l ol +Jl ul ol !-l o-l
J
uJ
E
4 z
F
o-
o (J
||-
-Y u ru lt
o.
o 6
_tt
c
.D
3
o
E t9
C q
a
,t L (:
tl tl lr .l
=ETt tJrcc orD
T't.
GF v,oo
L.!r!OLL >, Ll .5
tt
(o v,
o
r0
(-,
I
I
t>
lo lt, >lo
rlo .i- .D
IO ,r> +,,ru -lu -ls tt
()
!2^:eg cr c'r @
\4){tl l.l
C'1
C'1 .''l o q-r tn o\
g2
E:€
98
r
o F-
iO
@
o
or (
r^
\t)
=;F
.a'
g\
a\
\o
@
c
\o
o F r<
>8
rt\
ct
Itr
o
rt\r
c,
r
o
F
|Jr
N
(\
iuEt
(
-t-
a\l
(tr
(!
o
\o
ot
(\I
Or
.ir
(\a
o
o
o
C'\
z
a!< g
o rrr -
(!t
cc I
a:t d.3
at
G.
cat
F\
(:t 4
@
(9
c,
att
at
@
(:,E
Gt
F IIJ (,'E z.=z.z z,z.z,
z
(\
CN E
Lr
o
l-
q,
tU
I rJ
f
L!
o
@
I
I .l
+i +
c,i El ci c
-t Er f,
ol , o c; c
!-l L gi g
q, ' 6.t
L.|-r. \o t, I (): (J
I
E! =.Jl r{.lot o
=l z.
rtr o
I
(\
ct)c
lJ-
0,c
L
o
=!,o
|Jl
I .J
E
r!
o
=tjt
GI
CN c
u-
o tr
t-
tU 3
tU t,
I rJ
€
ql
o
o
IL
.J c o
q)
vl o lrJ
o c
L
0,3 t)ttt
I
I EI
€
rr-
lrl v,
o (!
(N
c,c
0,E
L
3 (,q,
\o
I 'l
=l q-l o
z,l
al NI
6o i -z I
i
F\i I
co i g.l f\ l\@ N t\N ol co.@
tl *ll
rl
ttl ol
-l ;i
d ils i Fa!3l i$s
; e {g R E E8 urFC (E () -'1 o
> lU €F J : ctor
E ; Efi
c\
N (!
qr
ut F
o
I -l Rl
col -t
o z
o
t:
!r
Ea :;a:
ta,cjE a- lJ .= z,
sH qa -r ctt .E:C) z'
=6 6H cE8
'g(5 d(5 F=tr=P2
CJ15
ffi T:]F-A
F-"E*EY
6E=:4:7.34 .- U BL\ryM EB:#.E3
ll
tt tl tl \ql NI e.l I q!q).io l-l OJ EI .oE
o4 o+q!J !a .jt 6l -r >c C.J .(, e ct<
=
tt)l
.ul
rtt!
=\5,
F.
I
I
I
I
I
I
I
i
I
I
I
.l
I
I
I
i
i
I
<(i
v'VI
i
+\1r B Tl 5
>l
:l
Blb
€le 1lo llc .l o-Flt x q
EI {I al
ul .}r
+,
e
o c,
E
IU
=
.u T'
o c +,
tt J o €ol
=o t-E
+J
Pl
El
bl
;l
:l
sl
f,l
;t ul
Pl
5l
F-
o
ru E
E= g.E
69!.o i;!E E 9=- 0.,s;sE
c F o.c
- E'@ -* ctt o E: E'.i::-q
_O: E E
= o, (a:93Ed bHF;
F F 9F (Fb,
XE l! 0)
i o v;'
o E.s -9
= o a.@:iEae;;E; ES a--^Da : FE " T E;g:;i3E;E ;:iEE
5 =E€=:EIee FX:O-
; C.E1;9
,E=;"?E--=:::
=;E--
:-. Fl =
Ecf:6.
o
'
o
E o
@ .tt
o
F
o ct
o T'o t-o
o (J
tt c
o (J
o
ctl
ag
l!
tl -tl ;t j s"Ei IF.al Ilt-l
d l:l
4 6;i *l ;al
F:i|uJ F Ol cr O -l I Hgl
E ;=l
lU F
o
v,ar
lJ-,lrJ z
c5 z trl
tD o -
CJ
--a
tt (l,
I
63
cT
v,
qr
\D |Jt
Eo
c
=t!
o
@
E
.oc .Eo
.g
o-
4o9 E@=ag;EiH F--O
YrO 6::(D
.nFE
=oE iI()G trtro
@
o
I p
;
.9
t!
o
q,
E
o c
.o
@ €(,
(J
o)
E
@
o
3.
E
F
o-
=t1
\2
:J q
ul
ul
dl o o
o o 1!
o
to to
t-
t;IE o
r<
o
ti
t:i:
EE*E8
Effiereffil x::=-- -ffim-m€tr#€I lwe=g F&*'".'ffi€r @i:€F\.E+...-{
=
=-;.9 a=c
q'll
>:0-
;6
tr:l?
tlrc0 cc ci:?9?
rFZ
UI {,F
o z
z ;
q ({
<{ !,d>cct O
IJ ct 9l|cqo
r-.'l d)q
OL ul €
I a
crr E >l .,Elt 8l<
I
I
oi
Oi >l <l
i
a)l hr
+ri
tul
=l \Ol rJ\l
-a' I l\l
0,
E
E
2
z,
Crl /,!.
lr t:rl
a'
____-.L _ _ -
{
a;
;IE ,1 6
I ct q>qo
9o
E3 10
q
-t ril --t
g)c
rf
c
IF
J t o lt
c,E
EL ;o :a ott
€c
:o :J i|!
=+,Y
0)
'
o
.cl
l,o
o
E
o
ag o
a
0)0,
E
o
!0
tt
c
o
o
E
i:o
o c
o
o
o
|al +rl (,|l ol FI
F
o o-ui (r
ot
r!
o
c o.9 EE *b 6B
6o 69
:E
8F
!f,tr
c o
=o
o o
E
E
0)
=IL
E
^c o
@
o
o
o
E== E!
;@>.-
i;!E E g= o
=EE 6
; c v=EE o-hcDo 6dPE .::!-o
--= : G
=-'-G
- lD o=
;EF;
E E PF
E 8.E;XE G O
'= ^=i E 5;:
=(r;:=3EE:.!;P6g:a-=Ea " P: o a FiciS
;F:iE
EE€:=:g-oP tBBe:99: r-?
fr:iFg EsglIl ;E=H5 :x:F(,'
E g s,3 F
-*=;ii
l
|!!r :t tl)o 2,.
o
J
5
o
E
It o e.
an <;
E
z
fc
orl cc >_Y
C)-
-o-
r!O
oo
EC
*J
ltr c
a,T'
L o +,
IJ o L 4
!L o
c o
o
6€
r.r\
o1
)g
cr
uJ
ao
z
;
E
g
LIJ
;;o t-; o og T' -Y ruu O(g Jto
I
I
I
\o
i?
hI +
ctl c
!)
L
!,3
w
I
UJ
rtl
I !tn l5 i-?z
o 'E |!L o
o (J
c 3 o C'
o
9l t!
trJ
o)z-O
F-o1^ur-F>
!d-
-Tt ?3
)- u,
>o trB
R;
j=trs
FC oo
Ps)
U'-
xl
;r i:i:
va
C)ii r{ u..l .= z,
.'(5 g6
{J .J s{*.a- =U)z o.8Y 61 3 15s F<J e=tri 92
c.)t5
ffi FIr=;ae€
ffiFJ F-ffi
I't,I'
I
I \I';(\tl
ol !col -i --.
oi c
8,. J
l-l ^i
oi I (-)l I -'5
-Fc :. .)Xr L)
i,
:
I
"i 3,
<1
.tri
"l !a
rn ql
\d tfl
F\
z:
!.
I
F
-
CJ
E
CEI
9
,
(D
@
o
E
o
qJ
o r
D.
E.ul
o
o
E
+,c o ul !,L
CL
o E +,
+,o
€
-j'N +
rr!
+
E= E.E
6 9io i;!E i 9E o,s;se
C F OE E:ei Yr!:Ec EEEc a.i: I a
-.'--=Eifr€
o c|F.r,
lo tr 9l-i F b-
=os;'
! 5 i." H
=(J;:=
:i€Es *-,E6E cil,E'
2 Z2 2 a
*r;tE
E ={:=gz:u9 Clo r ^=3oo:-j 9 = >'9
;:;.i;
!?j t-=t
3:g?:l-
=ctrc0 ! Y.=- t'7C :9 i"; ?r::9i i=lE1
=E.
o)
FO
=!_a .H .tU vz,()..&1 o ,:2,6 o
aE
EE
E9
:a i=
ttl E
cL
E
=-
a!,
:l
C'
t
t-
II
6l q
LJ d l
_5 4
:z rd !a I
l N 1 .,1
o c
L !l 3
0)o
E
a,I
+,
ul +,
Ut o F
.o
-o
E
x
>=P6
:o
5;(JL
xlo
o
o l!o
rC,
o iP o E
ul
|U
+,
CL o o x
0,
€
e '6
@ ct
I o
t
tt o
I
iI
B
d {1 c{
.q
I
-:ti 3.l
I
I
c
o
6
.g
c o
0,0,
c
o o T'
g
o
E
DX
tt o o
tt
g
@
(,
0)
E
d
o c 0
ct!
o.o
o c
n
I +r]
|a c
a)'E
L o +|iJ o t-o-
T't-(o
1'c |u +,o
d€tf\Ol
s
ul F
:
.O
z
F o
E
z I F
E
ul
F c o o-ul
U'
irl E o
tt
;
o
I
t
I
I -l ol or ||l tt i (u ol ol -cj gri
i
.Jll J
aJ .!i 1;:
CO
t-
G)E
au o
-l
u,
E
E
o
|l,L
E
J-o o,
tr .o>nao
>ct
-.4 o >+,6-
5Vl
E rg>-
at t0
x.,
r<a o >r,,F
<5r,
'q c o>.Jt(o
xt
F.6 o t*,th
a:rt,
E E>-nao
>ct
_ta
!,>+,$-
5V'
tr o>.nao
>(J
-|o o >+t oF
9tn
tE>rto
>o
-.O o > +.r |!-l--
<5 g,
-Er g tu>aJ, ao
>(J
FtD
a,>r,|!F
t5 .tt
UJ
6 42 ^i9e N (n o Or
ur g'r \lt
Or o o or @ gr
E'
Ea'
F co
cc!
-f
..?
o o
cO
cO
o o\
;;€-z o -|rr-o
F
g'l o
IJ\
o
(!@ t\
\o o \o
F
()->.4
(!
(\t
(\t
.\l
nl
N
N
(\
.\l
a!
(\l
({
N
iurt
o
g\
o
cr
o
c
o
61
o
g\
ct
(
o
g1
z
EsEg
(!t 4
TD
\o
(:,c,
ao
t\
(5
G,
P
att E
@ (:t
G,
Gl)
(:t 4 !o
&
C'E
@
vt
F ll,l 2 z,z z ==z
I
I
i
t l-
F*
I ist lc t-
\a-
i o
='!-
.0,t3 'o
,U'
I
r'g
ll ,rQ
t=.'+,LE o0,.E
=a)oo co tl,
z
N
ct!
.=
=l|
o Lc:
l.*lr t(,t3 lo,l.t
I
l\g l1 lc!
I l=.llr I tr- F ioo IE
'o(!
t\ElO
6 rl
l}
a
f
a
i ilc ir
I ll
i-
.lq
I ll I
't't.
{l Ul I:u qr
I
{.
rl 11 (ll qr
J.
I q
4
I t{.
o u (l
-.!q-4.
I
I {I i la,ic
..{ t-t0,UB lo au,..,1
uF !a !lF 4l l.n {l {co rl ir€II nN lt I q-ll El .n Ela l6 d H-lf.tl :ts
cto c qo) (q 3.-
-1 e -cl 0)-qao rt
I
I I .l
c\f I +l
I stl El
=l rr- I
I 0,I trl
t-
!)3 !,tJt
I
I lrt
z.
o 1rt
.P c
c,IJ
a!
(!
;l
I ol
:l
ol
'i OI utl
I
sti rl
l1
ri 'l -l =l I ta- |ol
I vrl -l ol t'rl
r-iF ca : -t :z Fl
I@ qr ..t
N
o ltr (!
!
rtr I ur c.! | c-l
rll *lll
rll
r!ll oJl
-t sE I tbg I
q iigl
i Et;l
H E T5I
=
gggl
I
I o\l
col ;l
Iu F
o
I
I
I
H ol Fl
J o z
o
E:!r t:8=jo a,r
ctt gtr
.=z
g'H
9J .eE ut z'o.AY 6lI gr:4c9 F=
t!
-t _)22 E8
ffiffi ffiEl trewA<g EturffiY
I
I
i
o
J
.D o
t-
c
a)
It tl tl tt tl ti
I r.ol i ali I Glr dI ol Jr CDI
cri I >l o,<l El t(ol €t Li rrl Ol I.r! Fl lol .P' (J
rrt I j €r .r
r.ol >l u'rl Cl
t\i a'ii tl tl ;i
to rY -v
I .5
F
,-;
1 -l
5l
PI cl
sl
FI ,l
EI
5l
6
o
UJ
o
4
ul
lr ut IJ'qt o
t,o
o t o
o
o
@
=l6
Dl.Q!.dc ()E
€l EI ;l 6l otl
ol
ot
al ol
r!
@
ll o
o
o-
o
I}
o
o
EI ;l 6l
OI ql ol
6l .9 1 EI ol cLl
ol ot
:t
ol
ol cl @l o)l
*l fl ot El
*9 :ci
=c
o
o (J
E .!
=
F tt'o
ul
o
LLl
-o 9;
E@
b6
6E
,95 (J t!
-l @l 9l.D Etc
I l;-l(,g lE
=l.tt
_cl*LrE c--3:E 5E3
c6=
trtr
E= E.E
6 93o !;!E i 3s "3E=;
.-: o_ o
E E o€
clto-:cEo 6c9c *E I e
--= : ro
Eo6o :99E := 9E EHtr;': ct (,6 C ctF
IEE=o_=:
7i):i
: E O,;OEc-tri
EEs gE
rn-:! (J : PE O &:i:;e
:3;€:
E i€E=:E;38 sEde:99::e i::.!:-s 3Z ?:;_9s?Il
-7===i:t!r
$ ^ r@:
3=:-sF
::::F
J s
u.l F
.6
z
;
z
Y
F
E
IJ 1
GI
o E
t-
c,3 c,v,
-t I
@
:E
P c o u
.D
-E
.*
|-tt
N +
F
o c
L o 3
tu v,
I
6
=
c
Q'()o
E
ol Gtl
l'TI
-:i-
I
?io ;
-*3 i
z
l.}
,o
I
Yo
=n :6
z5
c:
a-
-:E3
o(,
o@
li
J | --I l>,r
*r it!>- lr,
z ro
IF?E
I
I
I
I
I
I
I
CT q o
r.,l q
o I ?>f +{g q
'1 3t
-1 EI d t..l
I
I
.,1
I
t!o l2 orl E IuJ FF U.6 4,6 Itr .Pl s -l tE .uJ g3^
F.tr-PE H5 -ry
5A
qr
(D
Or
I
^l
)l il
|lJ F
o
I
I
I
'l \l
-l
'l
\o
\ol
l o z
qt o -
E!
i=il
v,cis F tJ.l .=z
,ti 2
c) t!€-,6tt r<Y Uz o.AY 6lI
E(5 E9 Rl=tr=22 qJ13
Ery EE@EiE @ru b#
ll tt ii ll ll li HI 3{E i Qli cqol
€-i tEl!l L. Ol oot
o.l q !-I lfl rli O .'i > cl c +ri ql r-'!o<l rl ii
0rl
qrl
<l
E t1
"1 u
t4
ot
=;\4f r/t J
'-+
I
I
<:z)lco
r4
I
Al t-
E
uJ
o E
!J
d)o
a;
H
F l.lo
E
ll
F
ti
r
I
I
I
I,lr,llJ t-lo-
F
IE
ts
F
r
ll
I tl ll t<1 lz.
t;
lE lo l"
IE l(0 l-lc tru IE tc,tUl to
5e
!u !q,i3 ;c,ita Jc
E= 3.E
; @ >.-
9^O(!
==-o E Ys o
s;sE
= E o€
E;;5 !:E.::-0,_o: ? a
-.'..;:!:E€
; F c'b39t
: a o|=
e:=
E!?F:;:"F:c:- =.9 c
-<-:i:B;
:7.82
'" =
EE=Ei!ee 6-E 69:{9 c:-9
'.,oa;;a,.1-ti=::..9 t
--:iY--=:::
A;:15J,
-.=:_:=...i-:i=
a .!,r. L)
-?F.
E!--a)P
E=o
ro'2 {: I 'o
E
q;
gO
Et
.lJ o o q-
ul
CL o
0)
v,
tr6
-o.Fb
oo
tD c,
t-
q)
|!o _T
IJ\rtr
rE
g o q,F
0'
o
'
E
@
o
E
ll
l_r
I ot
>l q ^;<l -l Z:o{ | H"l H J E;6 H ;;lilF
J i fi€N Z t!,J ts :E ;l H i:
J UI FO : i gF
I E fi-
||
J ()o l!
0,c
CL .9o :;3 t!,
tsrn
€c
@ Ec -0,TJ so
LI sl
BI .Fl o.9r-gEF
:EH O-rn -.,9ii (qEUl :=tr
5FH
OOo-
o
0 .ct o
'E o .P o c
6 o
+t a-
tu t,x o
.9
!!
"g
o o
@
E
o
t;x
I
I
I
I
I
i l'rl tni a{l
I
I
I I
a ;c
c
6
o.
o
c
a
o c
x
o
ag (,
o
t
CD
c o
t't
o 1'o
o
o (J
|r tr J o (J
o
cn |!t!
J
l!F
2
4
z
F
=
tr
E .)
(r,
CJ TI F u-J I4 '2,.-=
8-H {J .J .sE c) z.o-8=6lB
€to F<9 F=s=4) cr.a
EA
ffi FffiET ffi
+,
vl c tl
L o +,o o L
L
l-
r0
o iu It
ta,Ir ii i:
I
I
I
I
I
=l x o:Fl -i
tll
cql
Ll
=l
I
EI
.ri <l
i
I
I
I
I
-l (\ll
(\J;oi @i
"l
9l ol
ol IJ:
.l
C
c)
tU a
a,
L'rt!
at o
|l)
=r.',
t\!
i
'.i
o .+
ro
1'c .!>vt q,
>rJ
-.O o >+,ag-
(t.n
a!t, >o
>u
_.O o >+,
@F
a5,t
tr
(D rt>o
>ct
F ..t o >r,oF L-
a5 v,
tr c o n>-o
>aJ
_ra
o >+,tg-
t9 ln
o V' >\rt
:> (J
!,> .aJ
.!F
c) ut
6 :7-
=yE ()cn \o @ t a^
CA
\o C'\
4z *ait-
98
F
\o
gl
o ol
g1
o
EEE
o
N
co o
CO
cl
oo
({
.<
I
o->s
1\l
N N N
a\a
(!
({
(\l
iuat
o
o
o
o
o o
or
o
O-|
z ro
c^< I CE to
c9 &I
a5 E,
oo
at E 3
<5 E ta
!l>z z =z z
z ;
o
(\l +
C'I c
E
o
L
G,
=G'U'
(!
I
I
I
ao
z,
u r!
1rt
(!
t'r c
l!
q,c
L o 3 at qt
a{
I
=o u
iL,g
o I (o
E'
a\
or
E
l!
o E
L
6,t (,
L.
I
o
tt c o u
a!
-E
r{
ol c
|.t-
(,
E
t-q,
3 cl
(t
I
--b
C q)(,
ro
T'
({
CN c
lr-
au c
:-
3 q)
tt,
({
t
C'
:l
FI cl
:l
il ?l
dl
UI
o E c.
o-
o J
o
'1
(l'
(!
u.l
UJ u,(ll
F
trl E
.J).Jt
o
o-
GI
o
(D
GI
TL
|-1
c
-o 96 iH
o:
!r:5=t ()l!
tro
=o
(t
(D
E q,
(D
o
tl
]f,€
€
=
;€
.o '6
o
o (D
o
o
o
o
ll
E
.9
I
l-
o
([
E
l
o Er
=
c
f o
n
+,
6 c
T'
L o )P u o L 6-
!L o
c |!!ul
6a t (n
o o
E= 3.E
= O >r ,-
-: c;ge:E
c Y: o g,;eE
= tr e=
Eega yirr€c HEEp o.:pA
=E 6 -;9#5 c 6.o -O nF sl .= tf,- o,.! c 4F i i;.,
L: a@
<rv;'
9 q E;C
EHgiE
sirEi EE;;i
E S9 g E ;ar;Str
EEH:=:F;iJE ooo;*
:: c >r:
;i --: !:
EE'g;a.: l'i -
:1:-".!:=l!2:::g
FD!!J
+{
o
v\
CL o
ru
vl
I
l-t o +r o L .o
:
ru o ft
u
ct
=(l
o
t-i,l
(ti
Ol J,
or,
,n
-
: (rl
x t:
!a F.
ir-
= tD:
- L)t
.u r=.
q q -,e.g
6A
9e
a=
JI :=
;s 22
oo
o7t
FF
J 5
F
o6
z
F o
o
F
O
a
u-l L (t
lL
o
n
E o ,l>o
>(J
-.4 o >v
@F L-t3 .tt
-T l-tl - t - t--l>r>
:lEic rlta(,) )- l/J > t/r >.ol oi o
--|--l--bcl !> (J ;> Lt -t-F -'rlF'aF'a r l(, lq,>.!rl>.rl>u l - io - € -.FF--L-,v1 P.rt 13 ua
'-'T
I
>-l
c. l .gl q,'r :rt (q
>(-rl
!rl >A l!-i
(, rali
;l
cl (lI n >a.l
>ol
- r,l,ol > +rl €-l L-i
5 Vt ll
E (t n>
:>u
_.4
c,>!tg-L_5 .tl
$6a
(J
o o \o
CN
co (n ur
CN
o o \o qr \lt ql
EZ
st2-
98
o
C\'
@ \o
o
o -f €o
(\l
i;;-z d
o
(o\
(
6l
(r1
(F
N
{€
o
I<
5
ES
(!
c!
(Y
a!
tfr
o
6l
sl
(\,1
(\a
(\a cl
a!
itE'
o
(
o
(n
(
({
o
(r
o
o\
o
c\
o
61
z ?o
aG.aa
E o:3
(:t c
ao
ct &,
tEt
a3 c,
ao
a d.ct
6l
a5
.lI
cl
EI
at
G,3
(\a
F I,IJ
}.l-z z z,z,z.z.
(\I *
E
l&
o c
I
]q;
tt
I
.|.
+
l(IC t-la
l2
t<l(,lo
b
o
t-
1
t
|-c
C
C
I
I
I
I
(\tl \
I ol
=l hl
I
crl
Ft Ll ol 3l ot .Jrl
I
"r]t1 ol
=o
,t
{,u €
L
q
L
I
t
(:
((
*
c'l
1,r-
o c
L ()g
{u
=
-ct
|J
I
L
e)
ljr
+
l(!.l +
*l sl lc ct, I cl -
-l rr.
I -l I Ll O
L {rt -I c! -I -l L | -l cl I Ll 3 I Oi rU I !l vl I (tl I =l ll(Yr I -l I | .t <I El I dl E llE I el I Ci O I ol .r.
I t-l +,I crl c | >l d)llu I ol .u Itl-| +l-('i O1 <
lc(
'ro I ]J Yz I s
I a.i c I |J\l \a I 6.1| (\v (\,1 \o
(\,1
l<
\ol\o Gtl<\
ttl -,llt ttl b Jl tgq I | =-1 I FlFlrll
| 6-l I rurtl
E !H €6,64H
IFIFT
-l < qd O rl=Hq
J Ef; J ; e*l E X lel q
X|!dq E h+l -c t;E| d
= dl -l rd 5 a-l ,1
I
I
RI
'l
ul
k o
I
I -l rar I f\l
cp
o z o o .?
t
:
''l
:1
i (:
D
o
o
a
tl
t-
I
I
I
i
I
I I
I
i
I
i
I
I
I
I r-i-il i:ii t,li--
-l
rxii ir tl li l'-t!li tl :i
o!€i cl!
(Jr I
;
c:
o'!)!
-.:d (€l
TJ.t '
.3-
i';t
->l rf, F,:' r3:
F4l
t rnt <l > 1,1 '
;gi
- r-i
i cri
-1 l',J j
-: .:i ':: frr
i
I
rE r r 6-,I i-- i >l r>,J I -ts-l F .rc ;l{' I !)rrt
'.9
* i lL- |Pai f;--T i ' s: - I : iis l 9l
I-ll 'I i--- - f
--
.I r* l
'!':t I I , ir ! a-',
i :.i'| ".t IYE | -i rtl T-..-.-1----'--r.!:lrri i :;n I I iFza I s)l | -rrj- | r-l I a i '-i i-'-J*l | ..; - I '|I rf I c'l I
rtl G-. i-- ci-
; ;:i ai :i li " | -.,
.l I r 9^ | ,-!
i5fi3 I Ei
l-i
--li-:g | --
Fr"il
-__--l .- - _ L l!tt ll ti t'l tg tt
lcl t-l t-l t;l i-l lE)!lci i:l Alrl ; I qJl
<!'Jl (_) | 4t J iji il t't i;f l"l I r-'i lcl i9l
I r-l iol i>l rl t.t
'91
tli ,i
I
, -.i
f\. I
I !_., I r -|url
q- i'!t O'rt
t^t-i il 'I
i.-l
&
a:. '>-
! -":
ref
eJ L!.J t,< lrJ
.d=
-c5 gn z.
.@ -'e!4 <
":i !J rl ::-
,ii :'i ra :--:
rs :.-]
E-{ Ln
*o 1'l rF. , _-,
lrT
!-; 5 e_\ !.j
rd (.t)
li lr il tl il .J't c.l I $l -o!ca >t dot J-i o-{
s€l q(al 3.1 CJL lEi !.i i
q<:
li i
,l-l
i
l
I
I
I
!j
a-
('li!; .
-i .j'i
I I
o
(U
t
l
g;ig '- -o
tl ft
c
rt)
:
{t
tr
o q
:o
€=?:
: I >,-.
;J'r-.
'ai : i;3;i;
i a e:
_)"::
:'€ -,
>::i :..-
'r -: _ ?
-.1 ;.oi
: J ; :.:al7ra :.:=iE .1 -'ig e :1 5:tq
-:i ! Z!.,:Z ::--:.:-:iiE ,:i].-:-
i:a:=
::-uf
!. = -2
: lc i
i::- _
.-- =') a
:€
ctf
B€lr
6:ea 1;9:
..tl
J'. \! f\
r--j c-, 6\j
li | :i i \c-I "- I {.{
II
a;
35 -l
cl
Eh
-clo
-el5
'1[el"Ll r+-:rl
0ra al
,
3
6 u o
e
(!
ll .-eto ; i;i ;!_(!q::Et8io E 16 1{l
crl=lr.r t!lzrl=to|ql 5l3 io
= t6 t(o
Y19lg
=t:t^t l; rd;o, 16lu
n lg "i 6
E IESE >l-1.Y
=lg,,qE i:t-le 9 l9\ri:blSr\H 9l:61 *
=l;lt,-t-t=,qtct:.o 1.9 l;F aF a;6';9;g
=cico 6a661 € EC g iE oqn
C
o
o
c,
6 o.
rl
t!
ul o
@ o
F
GC o o-ul tr
att o
o (r
.L
YE .E9 :E i3
Eo ::o
>.;F=5,i
trtr
g-'=
= 3 >.
!==;q63.a at-a
s;eE
FEoS E9e;
€.EEg
--or:93Eii
; = =':Yf-
L:aC
: E ot=: E;"-==to;:=g:€EE
e==ig
=Ei;:5
!3::=|,t?t;-
E=1=c=
:c-o=
ii.: o -
=:=>.=E =-i i 3 !:t-.ri ci 3 i ==::::qi:-.-
;=gi=ic-=E3 F3=O.
t)
(D
o
I
i
i
I
@
=z
otl
>:
=o
EE c,J
oc
J
(!l
F
.6 z
tr
=
z
;
I (J
6
o>
au
>L'
-€o >r,
lE?L_tv)
!r
(u
v1 >
>(.;
iu >r tg-
L'U
T'c €.tr >c
>u
o >&oa
Ll ..f
-t g
|v
q,
€L (.'
'ro c
aa
u1'. >6
>cJ
-|o o >r,tE-
aJ arl
E c
IE 'n>
at
>.J
-ta ro >!,|!F
a:t tn
fEa
3=-(J Cl
q,c,o (n
o o €(n \(t (n <n
=z 4z:;t'0 io
|'r
CO
o
o
o
o (\o
tn
:F;o6:r
ttr
o
(n
o
\o
o
lfr
(n t\
ri\
o
F r<
Z.c
(\|
(\l
Gl
(\I
ol
(\a
(!
(\l
6l
({
N
c\l
N
i*a t
o
or
o
('\
o
cl\
o
o\
o
CN
o
6r
o
(n
z -o ir* < I
o 1-
ct E
rJl
(!,e
tr\
(it ct c.
al!
I.n
(:t
alt
(5 d,c!
IJ\
(3
e,tD
Fur
!l>FF z,z,z.=2 =
IN l*Ig lc l=lE ls t-s lt q l.i
!
C
:
q
U
c u .t
I
I
I
I l6r l{t I tl c'
t;
I lo
'l'-
,l L
e ti 3 )t c tl ta
.l
'l ,l L rl c
I rl c
(ll :
,l (tt v ,I
rl c \l u .r {
)F
I
I
I
I l.| <.t l+
I rl gr
lc i-t-l*
'l q)il c t-
IL rl o tl 3 rl o rl a/l
I
.t L rl o
I rl a
rl c ti =)l c ,l v
I
rl c rl s .t +-l c.
c
(
dt +i t.stl cl
LLI
I ol
l-l (rl 3l {, I |J'I
l-a
o
o f
c,w
o r.rr +
r
I
tF
J rr'
da lc
ll.l!rl(1u
I
'l JI 1c
I qi
{r J(1:ctl cl!4u I J<rlr.H.1q
I
I
:l
ii
)l
1 'l -l
'l !l
;l 1 t ul rl
.1
)r n
l.i
'l
66 | .'yz I F tc -l r ,li c
rl lJ \l F ,rl <..
| <i \f .nl 3 .l r-l F ll 6tl c{
l.i I rjl l \O I Fil-.
l_1 1 *
o
d L o
o (J
+)c 5 o (.)
{,
(u lrl
I
I
I
I
I
cl ol
-.I 9ll
E
EI
-oi fi vrl
I
'al 3t ol
iq
q)l E
I .TJ{
lll -t q
-1
I
I
I .rl
I I
tl,
I\J lz
>t F I ctt I ttt FF H"6 TZ 1e IF cvI
'J\l =It!d2
i! -l
cEo :q
5a
(n
c{
(n
ul F
o
(t
rj't
o 2
6 o _1
(p
trJ
u.J z.6 z.
tJ..l
.J
c)
z.
-<J u.t
o IJJ (t
a z.F
-l =c/t z.o L)
Q E
8 *ia 6l
I c)U'(t)
GI
€
-a s€
E
€J
<J
(,-l E ..1 u >l -l
d ol>t,l6 cln
€tg ?lo
I(r Flt _l<
l-l
LI
r+- |
sl
E=.?i ;ot,"
t? c;:s:E
g;es
FEoS EP::
:{3r9C EEE'_q:E6
=3;s :E.E:o 5F t
I
=
1F :!{o-:
O: dt tr i )a o-o
9i-E
:E;iE
:E€;E E;E€!pi;: f
!c!eE
dJaJ:E c ) 42=o,:ll-=::^I3c oqo:_
:: c >:
;=:i=!;E !,i
:Ei!5 !ii-,,'=:;i?i:
{,T'
ID
c,c
I
I 6
I q
fl
1 o 'l I q
!'l I ul
>l
T H q
u g q
cl o
1 c{a
1 n
3
:
e g
o
:c,
-:5-=O -;-o Es .q
ii!'o €rq,cl+t :loo H,C:
:t(ai gio9
ijlltto
EAr=glu:latx-
-lY6 @l
En, F ft ;1\i :NGI
Ed;:F, *e€
=.{,4.2;5IESE
c^-:o 8:Eee
ic@:E
;E=8E
6 EF ETO
c ut
UJ
an
o
o
E
6
€
c\
(D o
c
{D or
o c
o :o
I
arl
oi tri ItI 'rr I I !-i ol lrl (rl ol Ll o-l
I !l r-l (ul
cl ol .IJ L t,'i
I arl rl (nl
I J s
!r,l F
:
!o
z
tr
o-
z
tr 4 .J
!t)
lll
.n
ct
ID
orl trl
J t,
t-i F'
t-
'|}
IE
=
-
2 o
a n
a
=
@
o.4
ta
2
z
:.P
t,ll rts,
L tn.1u cL Tt 0)|uo oc-J .J'
o, I
:o
:6 oo
FF
:l ,i
:l F\l tl ol
F
o
at,o ut
o o E a-
.o c
.g (/r >€
>. (,
F€o >&,oF
L, 4l
\t c
an
o
(o
L
a5
!,c
ru qt
ru
l-
L'
'o c o at,
o
.g L ct
,
o rr>
au
>c)
_.4
o >ar o-
3 .t,
>-l 'C,l E1 o r/l>
IE
>(-}
Fra o >!l tuF
ct vl
ii t ::s
(J CA
\(t ql @ (n <,
CA
<n Or
\o
CN
\o e
5; _
aE'
(
({
<n
co
c\t
@
O-r
I FI
c;l -l
I
FI
o
:6;
o
Or
(n
Ol
<\6t
(\l
C-r
G'
@
@ Gat
t r'r
r<
(J->a
nt lfr
o
rtl
o
rt\
o
({3\a
(\I
(\l
sl
iua t
o
qr
Cr
+sl
o\
.\l
CN
(\
c
('
o
(n
o
(n
2 -o iE? E H"q'
a5 c,.rt
(:t c,
qt
e,c!
at
ct
€&,
ao
\.Ct
(:,
ra
\o
L'E GI
\at
F TJJ
FF
z.z zl z.z,z,z.
z
o o
cn
fr-
(,
L
ru 3 o vl
o IJ\+o
!
F
I co
=
c e 6',n
.E
".:({
q
;i rL
orl E
CI
-i r'hl I xl ,2
F I
-t
r+
c
tr
v
Ji=
!! (F v O
I 1r!lJ.l .r,rt +l r',\oiF
Nt .!l +l +l
tl orl orl cl ci
-t
tLi t!l
lr ot ol
!-l Ll cri !rl 3t 3 ru! {).r, I ql
Ll L ar a
I ol €
ol o f I t crl Er ot !,.tr I v,
I
o I tJ'\\ol l\+l +Gtl
P c
c,6 o t!
(\I
t-
i-I rr-
ior :l c t-.l r-rl C):l 3 rl (u ,l ,n
I
.l Fi
tl :l <
I
I .l tL rl o
I tl t4l rl 6
\; o
@o yl z t\t\(\l
coi orl € l-Ni t\lco lco $,tlNl(\l(\t
I
c.r I .v\dl cl crl e{
o g
a t-o
o (J
+r g J o c,
6)
gr
IE trt
rl tt
I ."!a'J I F.i I
r\.1 ; -
-i Y -c \l I :lo eClt-I Gtl F lrl ' I ur-yr I ul>F F F-<trl o trr {:
I A Z.-t?e,;llF l6|l <(,!-l "l eE lr\t : 9lE ,! o .r.a to 1z X:J €l r- YE t6i:
ocSl?z>==o J ai:'95A-
t:i:!:
(/,
<J t.l
a-l LLr
.E=.i2 €J*ad -J .86 t=ag Gl 3 EZ cl=EJ 92
CJ E5
ffiryE
Ebl g;lttta 6 E feEF €/il f€Fz,[.*$l B- ,4-=r'.5 ffis€el
I
I lx Ir\rUo 5(D q
CI lo <3 l€!l-+.{ o !r.l -r{.J
t4 (r-:I r-lru i(l >rrlc
FrO
I
I 'l
I
I
I
I
J
q l 4 o{
1
.1 i
e r.t !
"l
I
I
I
4 dt :4
Y .l
I "l
a t-
(-'
CE
F
o L $
tu ?
t,
i !
a
c
o
o
I
I
I
I U|l trl
-lcr s;
O'u-Qa
E ..1
=
3
I
F
o o-qt
U'
UJ
ar (5
cc
o
o9
,E;
NH
6o
-@
-e-(J IJL
trg
(J
(J
(D
o
E
q-
tr
ci
o
(t
q
ID
o
E
c o
o,
o
ll
o o.
o
f o c
o
.E= 3!
6 3:'|
3e3;E 9E o
3Ei;
- o- o
ioo-
::_(D
;ooi 93Fi;6 Hl:;
;
=:F :-ic-,;
::o - _l
;D:C
::oo
= i.E
=dF.oF ::o;:=93aiE :::i:6-:ll(J
:- P: O E.:a:r;i$3eE ."od3ts
5 i{!=i i: o-P -6 d9:3e=rE i:gi-*::?'!-
-==r---
;c ::3i9 {==__!s
o
E
CD
o c
I
o.
o
z
l
E
o
:t
F
ot
a
t
.!
J
ut F
6('z
;
o z
tr
5
ru
s iE I o lo I tlr >./, >J -!l ^'sl
o to > l'rl > +,.! -l |!-
>(Jl >. a,
- ,!'l- .O
t5 vtl aS vl
iua,
z -o EF? F o 5-
N *
ttl c
lr-
ru c
L
c,3
tU vt
col @i *l *l
I
I
I
I
I
i
I I
-91 ol Ll ol
ol "l
a EI JI ol "l ol a |ul
rrr I
I
1
ll.oj:
| 2-E .1 i-d::
4 =rA
C 3t | fi9 : q!
t-i R t:
H b3 : 5=o'
E H=
<n
C'\
qt
trJ
=ct z,IJ
-t o
z.-r
c)lt,l o tJ-l
<5
z.F .J
=<t',z,o c)
ul F
o
ln o 1
a
CJ
-l
8 +r
GI
I a a €
,E
EI cl
-,EI (9
-,rE (.)
\o Itr
q,
:rt lr
Ii
;:
lll ltl I td
I 4 Hg | ff 13
I a g-
I I .d.A
| f;.H3 l!3i I a l=tlu gJ 9:.q tjl d+r !4 5 dr!J
r- T 1'tli ,lll
oll Ftl
I
t1
t3
l#
l-
EI
l-l
r.r-
J U o &
G'c
L o P
@ 3
.o
L
-q,EE E'
9.5 o
Po'
=g -l!bel aLl
-t l $<P I U|l ol Fl
EJ
Eg c'uJ .Or?o-
F i.1
=H
l.'-;
@
o
o
E
o
oo 6Ea
-;ll EsE 3-'t €ro ctl,; t9.6l
clul ol'o
3 | .-,
El@ 9lu !t5 ol qlot :_t E ;$ E $.1 E
s@l dl iNI E
';-Au
6-:9
t-E"d Es;
Ef, :6
E= B.E
6 9io i;!E i 9E "V: 4,, o 5 2S s'
E EA3 qDo-b=99 o':L
F9eE ;se;
c;6-oEF;
9 F gF
;YO-
,E:!
= E *1 ; cJ ":'
:::.:1 .-
=O>u):a€Ee;;:6*i
;:=--.Floifr
SsisE E:fE::;-"i;
5! Eg=
9 o =.9
4Z; iE dsrFl
-==g:
/-=-.t :. -c":'_ = : '- :
_- f,,:.o
J
.D
:>.
tc I(!lr>t.U
l>'ct |-F ..)n,l> r,lo-lr-Pv,
c o vr>
E
>q,
Fra
tu >+|@i L.-l 19 ttl
c 6 t/, >o
>tJ
-€o >+r o-l r- -j 3:t url
E
r/t >o
>- (J
_tO o > rrl o-l L-l a5 vrl
I
I
c to r/t >t!
>i-'
Fra
qJ > .rl O-i L._l o stl
l>.lE It lt!tt >lo :\ (r
F ar!o > +'/o-l r-l cvrl
c
rg |ti
n
>\L
Fr{o >l .!i L.'l <5 34
d
$Fa
()('@
CD or \o gl
=\
CA
\o (rr IA ('l
c2
E5€
98
c
(t co
o
N
N ur
N c(t
tn
>5a
ljftlt
o
@ c \c
co
ta
\(
.{o
rJt
=c{
AI o F
a.:
\
(\
(\N
(\
(!
(\l
its t
o
01
lo
,or
't.-
o
o\
o
qr \:/ crr
o
c
o
tr
z
b6s!c| .t, -
I (t
.q :l -l
(5 E
GT,
.J
GJ
(:t
G,ta
(:t
e,ra
(5 c.
att
rtt
(,4
Itr
FF z z z.z.z.z.=i I f-rl g | | lt H J.i .t .i 'qS$sl :i!Ei -=1 ;si-t -t :y ._t bl --.1 t.t-r lr_l r.r I frssl sl :i .-i .-l
-j cr Fl -l -l :gqq4i
z -
o
il
il
:l
I
I
I
I
E
I
=tr | +
I c'll crr cl c
-l tl L
ol o c. l c
r_ | r_l ot ol +tl +tl .EI .D:
=j ={i!:l :i
I
I
I
I
.l /i >Lll r\;tg 9l =Erl lrt ,gi o
lru
Lt -)!i Ei
.It
d.
.lJ
E o E t-o
in N +
;t Ei
i +rl
oi er r-l 0I >i
-l |.\I F-i +;\ol
!|,!il i F I r\. (Dl cr I ec i ;o- ;i ;6'i Rl ! -- i G,! r{l ili rrl :r:tri _.+r-._-l
or ql (!
rYt l cl 1
t9l tgl lol &rl 'l pt .-cl(,l laJ <lc z.t 0t
elE :<1l'
Iru
.1"r!t L +lq,t3 ..9 I O lut Fl +lc
ol U)le c lo\
-lN
-lrO q-l
It\cFo
- lt\l
tt
@
E
@
o
()
:c
O
ET
o
II
o
.9
g
c o
.9
o)c\
o
E
19
o c o,(t
E o
o
o
I t
i,
F
E
E E F E
|+E
F F-
L:
I
Ji
UI Jt Li FI
ui qrl
.,J
IE;
=;:
;i
:
c
E
:
I
o
9
C'o e
ti
a,
o
-z
F,.L,,o -o qrg
L t/,oo.!(u .! 0,o€Jv,
NC\
-=
o=
crg
o3
o€EE
ct i! i!
oq,
UI c o !,
L o
.|.o o L o-l
!t-
a!|!c (g
ul
ae ltl q\
s
uJ F
4 z
F o
IL
F
l!
a
I lb'ol N o.o'
g
3 gt
;.4t t v,
cl B ol EI
@l ot El
I Trl
ol
-t .cl
o
=l.-o
F €z I F
llJ o
o
J J t!
F ()
IU
3t,
I -l
I
tI.o
-l
I F ul u,
at,
J
"1
ci z F E o o-
uJ
_J
o
I
I
I
-l f\l
.nl
orl
F
I
I
I I
-l rl r!d -t
t o z
o -
4
E:
t:i:
C,)
c, i;
- tJ.,.==
.(9 az.c) uJ
rlJ
-.1 ct=._=?) z.o.8E crt E Its trs3 grt=
tr=22
CJ t5 trry 1{ff-EwE 'i:r - 'tE!t#t Ef I {A#gwt
r k.*ir.--l€ r .A
H.#€t=i#nfirrEry
I j
(!r{c,.9
J T'g
a
o 't J o
c o g
I
I
I
I
I
I ql a c!!l
I 14
.l t4
E
.d r4
"r
a
a
I
z,
CD
SZ :a
I
I
o
"ll ;t I ;t I
El
I €t I qt
Et I
-l I gl
3t
H-l
:El rr{El lcl ..1 .ol
!Hl gl Ll ol rdl
€"'1 tst
IEI
=l e-l
-v,l
HI -ol rl
ft ol
6l
:l
t-l
f;l 3l
cl -l cl ol JI ol -l
3l
-El
F (f
P ul
o tt
LU (r o
G
'=
nl
rD
-o o
=
rd Ett .;
(!
.g
=(J-o:*P.:qig 6>:;E9 E62 : E6 d69 aGltr
=5;2F Eco
E= s!
6 9lo
:;!E i 9E o
ta.6
s e o5
(.r-;L !EEq
-3:gi =or!a - n -==;::ct :=4E 5Hi;
:!f-,;
v C B:
: 5 F"-^e
E!FE;;:5H:{;E3!Ei-:f
;i:iE :i{:=:E=uE
d-6 o'3:::==>.:
\=:a-^'?:Ei:
!-:-:.
a -. ,- '! :-z=a!.^==!'-
:=::1
a
ilJ
o o
o
o
o
f o
ltl
ut
U'gt o
o
6'
aq I
9
IJ
o
E
q,
=
tt iD
dt .J
tt
=(l
o
@
E
(D
(D
C"
o
IJ
,l :i
url
oi
:l ol +rl ol 0l Ll o-l rl t-,(!i
c
rgl
lnl
I dq rJt
"l
J
UI F
!{t
z q
z
:.(
+l
q o
:o
o
(D
Ji lll
=i LI Fi
r-i o'.lJ I (ol
=i
I
q;
4
iD
()
CT q 5
tn
ttt o o:r,t-:
gt'
CL o
tU .E .J'
61,
t/;
=g
-
o ()
o c
f
o
€
c!
F
u!L t,'t'.
tui or J,
6i.
=
t o
4)
o
=
=
o-
{D >-
i,/':
:-
66
z2
o
t c
.g ut>.!
>L'
-tl o >+,oF
a5 vl
'tt c o vt>It
>cJ
|l,>+a4>
ct .r
T'c (q
vt>
a
>-(J
tU >t (!-
at .a
i
I -l >t !rl cl (ql .5>
lul
> (-,
F (dl qJl >q g=
.5q
tr o ul>o
>Lt
-rd !,>+,o-
l3 .n
€i cl ol !a )l €l
>Lr I Iol (rl > lrl 6-1 r- -l a6l
'9
C o qr :h .g
>r (-,
F ..!(u >.,tE-
<3 .t
<z_ie4
(J
Itr qr @ (n CN (\o (n rfl (n ('\(n
5,i _
:;:d
=A-xE
(\a
\o
(\,l \o
t.r\
(n N
-f
o
rJ\
PAA -z o
t\
N
o
F
IJ\
co o ct o
\o or
*.o F
'<
5
(J-t3
{
(!
3\
(\I
({
N N N
(\
(rt
(\a
(!
(!
iuat
rc (.i
\=
o
or \e F r
o
(
o
<n
o
(rl
o
C'\
z
i'ci 6
(:t e
at!
-tr
c,
cat
-fr
att E
I.(\
(5 e
aEt
(9
.A
r{
ct c.
cn
alt c.
E)
=z z.z,=z.z.
z
C'
+J c o
E t-
ru
*
cD c
lr-
(,c
L
It 3 {,tn
z.
I F
I all
C.'P c o e t-
tU
gr
u-
o c
L
{)3
U'
Irl
I F\I al
+
ot tr
LL
o
L (,
P
rU
=
e.
{E o E t-o
o u\I
c!
gl
c
tr-
L o .P
|!
=
!d.
t,
o
t_
o o +t\-
P
CJ
4
C o
t-
q)
ql c
lr..
o
l-
3
o)
I t\
t EI
-
+o
I F
I 6
E
-1
"i {)l 5
--{Li a,v
CT
1
q
!t-l
q
't arl ll
4 I
1
'oo a-z CN N
u1 6\(\a
\o (n
(\l
Fr
61 (\{
@
cl
r\(\I LJ
tll ttr .'.l li J.t i o' "5i i | =;l I
; E;l d
4 6;i .E
nl 3El 3
d BEI i F.t{rc iEl g O =- cl (4 c*ol ul F-l Ol GO-clF >utglcr J -'-l fU 5;-l '1
ut F
o
I
I
I
I
I \Ol |Jrl t\l
€l -l
t
z
@ o 'a
a\E, \.
L.lJ
UJ
=<9 z.u-l
-J
<J
z,-c)Lrl F o lrl <.'
z.F .J
=c/t z,o c)
CJ A E
a .J +J ct
L'a a
GI
E
-GI
-{)
rli ()
I
I
I \q o{t\l qE El)-lo
QJ !(!ll r.t o g6
8;t-
t r+o..lc 4+t ttt u cr<
lU t c
IU
3
tft
vl
\o rJl
1".
2
v :r
(t\
(''l
t:
d:
3r
:;E.
o
I cl
Ele
=lo 315
.l(r FIR
>l<
;l el qrl
-l
-l o.{
?i
"J E
:t
o
(p
.q o-
E o
o tl
o
=
o
E
o
q
=c o
f
c
o
@
o -
o
o o
o
ctr
o
l o c
11
ltl
E ir!
o
rt (o
!,L |!
crl g
o tt-
F
c
UI G
IJ'ul
o
-.=o=.eI :6
lgE
bo gE :;c^=
()|!
lfa
(,
o
@
E
u-tr
o
o o
E=3!
: :J >,^;:EA z:_c
9:i-Q >4="'
- O- o
= a s=
Eu a-
= c:3 |)
!-:;-E!Eo o.g q;
=5 - -;!*E c6.o-O aF 3!;a a a = 9l iib...1 r-c
= ! **.iled :: o':o = ! -9
=iiti r5E:E : I o ?=
t=-=e!:;.r: I
!;icE
sa!:L
= = !.8=? =H:==E:d9 oJo:_
3 9 = >P
!:EEE :t."tt
:i::;: i -5:
!r::l=
= c iI i F:EOO
o
@
J g
E ut F
a5 z I .-o
o ()
z o
E
(u (L
U'
El
.'r I ol rrr I
I
o
(,
o o
sPg
=7 =c-!:E-o
: iE iaq >.>j
:
4i
=
f
CD ;o
E
E
0,
@
o
:
2
r'
2
ffT1 rrrr_t-t-t-t
,
",'.F
-'F,1qiqiq;qJ
J | -- t --l -- | -!6 l;; lii-r l>.' i >..t >'-ll 2.-':-i .
lT:E:F:l! J! ts:iE !l le =ie = A ; I F - lc -l lu -:ls -i li:-rLF!r--lL-i r-
f ; ; G tn Lr ta I o ul o uti. 'J u'i<s 'tt
au. I F,l h rl Hl ei3 \o qr
5.3 ^
E-e,-
<.tl co
-fl o
a\l N I.|.\
Or
rJl
(n
<\T
Ega t\
N
rtt
F F
a\
.l (\a I Fl o
l--
o
o
J
o^xf,
6l
N
(\
N
N
6l
GI
(\.
al
6l
N
(!
a!
(\
lr.
I F-
=EEE iE
o
(
o
61
o
Cr
o
or
o
(n
o
o\
o
CA
r 9-
EE-s3 o 9-
a5 e
aEt
(\I
a9 &
ca
L(\
a5 e EI
l.fr
a:t c,
CO
-f
at c,Et
t5
G,
clt
a5 e Et
(\
F lrl
FF z z z,=z z =
lr.
t'l{l"lE
'l r.r
I |t c :I C 'l-:l i
!rl +
n
I
Jt 1 .l c
I Jl I
2l I
-l
(rl rl :
I
cl I {!r ?l
i\l
ttl ttl l.t.l l"l =i rl cDl El|l5l ri
'l-l
'l e1 Fl i"l"i rl 6ll Ol :l cl cl 't-t-i -t -l -l .l !-l Ll ,l qrl crl Jl +rl +rl tl EI El lJrl zl El El
"l .,1 *,l
flEi eI el 91 9l tl J-l il31 e +l +i +i1l t\' i \5
rrl ca <\a
lJ l\jl cn *l c
o)l -ct -=i"-l (u u-l c
"1tr cl t-
-l o ;i a ori i,+, I 6l =l..:l c'
a:t | .l €l i +rl f cl I 9! I
II ol >l :-l r ol tft i c rl r-l ;ol ,
I
D
I
I o
a9
6ro qto
6tl ..
<t <l Hl hl 5 6ll (\r I .r.\
(\l o
I
I
I
I
I
I
I
I d
g
I ?q
>*al
a a CJ
I q a o r.l
I
I
I
I
I
+
q
d
>l
tt a
4 ,4
,tl
T o .tl
iq {l 4 t tr q
?q
T
o z
F
an nl
F €z
tr
Lr.t o (!o
J
t!
F
LIJ -t
CO l u,
ct7
LtJ t!
=<5 z.u,l
-)!:z -q)lrl o
<9
c,z.F
-J =ctt z o c)
I I _l "'l
I
t!o
*l
I
I F lll ul
tn
I
I -?l 'l
o 2
F
.E o
llt
J
o
Q a TI
cr,(u
+a 6l
(J o
cn C'cl
€
fil
q)
t-()
I
I
RI
.3 I <l -l
ul F
o
I
I
I
I .Ol rtll J\I
-'l -l
I o z
to o
rt r
t
.l a
EFffig
ffiE}E
ffi-+ffi4
tlr ltt I IXI I i3l I a-l t(ul | >{ ot | <El I t(dl l!r-i I +1 0l I rrt-1 i rOl I rl (Jl l,/tl I cl -l I lLl
A.Q>l d rtt cl :4 -ri !v l-: o
.o tF
I .l
!
I
(D
ut
o
G,C
:(J
c,
I 6
o a tr
o -l ;l
ol Ll
rL1 r..l
ol ?1
E (u
!o
o
o
o
1
E o
€
.9 tt c
ct
=9
o a ct
(D
c
o
i o
f
o
E=-?!69io E:C;
E:!E E 9S c,
=aEd .J O- (D
F E Og
Eee;g:E"
iseg Eo€q
-
(I' o.|:o:86 5E#;
! E gF 53i=
A-- € q,
:qt:E
!: e(I)
o c q -./t ; E lp'F
AEETE :s6E:Hip:s 'i=* +Eae:;!+i*g
,r{DOi:E
EC{:='i E:'i o-E d9:92 c -9
;-L:ii 'rZEit :: ^_'+r :i :,: -
-=: !:
2i:
ol---):-::?Y 'e:
=: =F,roca -
ct c
J
o
2
o
tD c
o
cc ;9
c9
,) o
!P
.. !
u rl,.r c-
J s
uJ F
6d
z
F o
o z
F
9
ut g
I \l -t:
a
ql o
t't
.(t It
.9 E
€
o.
o o
E
6
(D
ol
o
o
-l
IIJ
ul
tr o
ll +,P
CL
o C'
E o
=
F
ut (E
ut tt,ul (f
o
c
-o EE iE
5o 69
6,i oo
at
o
o (D
E
E q,
q-
o
o o
,
o
.o c
ar, >o
>ct
F (.t o >s 7t-
(t ta
-9
c qt r/t >.!
>- (,
Pla o >!,lqF l--
<3 .J1
!c o ut)(
>c
q,>.o-L-gv
l>Ir,lc lo ! gr>r l€
lx,
| -<€lo I >r,l.v I rr-| <3t)
3 c l!t.l >
G
>(.:
o >!t!F L-L9 ln
!t c o r/r >o
>.J
rt,>ar oF
a5 .J'
.j s=_r=1 v,(n co 6r l\or co (r\c,(n c\qr
=,
a==Z oo :o
t\f\
o
<n
f\
(!
.+
(\,1
>==qlJ9 s t\
IJ\
rt\\o
a\l
r.o @
'<o
=*
na 6l
(\
€!
c\a
(\a
(!
(!
(\
<!
(Y
i*8'
o
gl
o
C'\
o
g1
o
6r
o
(n
o
c
z
iE? i
o E-
a3 e
ET
C:'d,3
at &
=-lt
c9 E
(5
an
<5 E
att
z.z.z z,=z.
z
\
L
c)c
L o
.u
=
!
!,c I
t-o
o rjl +\o
*
CD E
=u-
o c
=t-l ot +rl
tu1
=i
E]"l +,g
o1 er L
IU
=l
ol i^l 't
c\a
(\a
CD
l!
q,c
L
tu 3 (,
arl
t ct
E E
+r o
z,
N
cn
f!
tU c
L o 3 q,
al,
I o
t
+,o
z
a (\l
*
cn c
L
{,
t-o .u
|g
=
E c,
+t
C o
!-o
o
+\.o
6l
c
l-{l
+J
.u
=
E
+r c
qJ
o o +
1".
tra
Fl
:r I o I i't
(\l o o r o \o o o
l.
i-
tl tl .'\ i tt rl rr- I oJ
t_sE n b_5
li H ls E =€s t=r40 -l t d'
9 H E;r-l:{c
I tr Es UJF|q Ir olo > q 4-J -a cD ql
E ; qs
ut F
o
(n
{
CN
r4l ljt t\
co
o z
dt o 1
t:
E::;t:
cn
(l) Ld
-
lJ.J
=t>-.- =d2 c) u-r
3-J .85 t=AE c€ff
€s E9 cll =tr=92 'i5 a
ffiry ffiH ffi
llt Il I t\ll I t(\l I(u(\I l:td tEq tag tiE Ir{-{tdq lsJ flJ g
si sE itl ,P ll
(t
d
aa
c,o
g s 0 -
F
o L
IL
!J -
o u,
o E d-
o-
lr
uJ
Lu
+J (-l
P
L o
c o
o
L
(u
3 c,6
f o t-
t o
ra-3 u
A
t
E
E
o
;
c
?
.9
o
a a,
d)a E
c
.9
o
g
P= 9:Y-':;:lt>-
:=-c;;e:3 E 3i c
3iE;
qFoc
=E66
--!i$=rlrtll---.:=;:{: j 1!E 5l3J;
'r i 3F :..:o-
;iJ-'ic
: rD e:'
;Ei_."i
3:s;E ,3;E€E
Ei;;;5;i:E
,rdroiL s:4:=i=Ise ooo:_*3t=E :::n:
!:t'3;
-:::::i=-.::t
4==gE
FD.tr!.)
-9.a
t-FI
L
cr:I o.7:
;
=
ij
)
-l 6l
I
:
v
rU!&,
:6l {:
a-
z
i u r'l
ol
c
i
L o r!
t;lt
j
+J o
!L
t4
ct
tU
,r,
c{
=
:(J
E
o
:
!c
F-
t-:o'tti (u.
J
Ll
tU
N o'a,
=
l
;
llt
I
a
'1
n
c,
=,t-o :,'
IJ o L o-
-t t-t!1'
.u
+)
ur
a€I.r\
Or
J
LIJ
F
E
o6
z
z.o ()
;.(
'.)
5 (J
UJ {
o E
l!o .|r,
(u
3
c
l(
G
+J
tt
an
F
llE
E
Hs dlu urO
iA +t Iic ccO gE
FS
.9;>-s 9;
bo
95 (J rt t'tr
o
q,
tu
€
g
o
ii x
o €
E
€c
o
o :o
o
Q +)
o
o tJ
e
'g
=
ct
o
-
7a
al
t-
!t c
.E r/t >tu
>Lt
o >r,
l!F
at .tt
>i c.l
FrO o >+,
€F
a3 vl
rq rrt
It t
v, >r o
>r (.t
F.a o >s
€F
at vl
=,c
vr)
n
>(
o >+o-
t5 .t
>t !, I cl €j u,I
>t -.q >-l
-q -q ol >+J
att -:ov!
-i-l
I' ,E !c rc I o ,.9 i 1r1
^4r
>o, oi
>a: >ql
- ,,!i - €l {, ia, t > !r1 > r.l |8 --: .q ---r
a) v1l L5 ,Al
o I g
d'si;t=g
(.)
ct (n \o
@ cr \o dr
o o
I
i
CN
I
aE!
98
F \l}(n
N
f't
(!
(!
CN
Aai sa,e
N
t\o
@
(\t o
(t
|'!(
t
\o
t\
\o
F
5
TS
a\
(\|
(\l
(\
(!
N
a\
(\
(\
(\
(\I
(\
i,Eu
o
o
o
(F
o
C'r
o
(r'i
o
q\
o
qr
o
CN
z -o
Es!E o 5-
(.5 e,I
N
(!t e GI
-{(1
GI
a:t G
Crl
-Ft
(5 E (:t E
cEt
6r
LI e.
aat
-rr.(!
(5 E
cat
\o
Fql ('q
FF z z =z z =z
z
F
(l,c
L
rl,+,l!
=
rn t\+
(\l
(,c
t-
c)+r |u
=
<f \o +
(!
o c
L
t/o
=
o o +
C.i
o c
t-o +,6
ul t\+
(\
@
o c
L o
o
=
o \o +
oa
o.a
c,
L (,
3
v7
I
I
CEI
E
.l.r c qJ
IJ o
!gt
co o CN o o C\
o \t o L o
o (J
c
o L)
ru
ctl (q
l^l
ll tt
c,rl -ti \l ,\t rr-
-l o-d I 95 il E;5Hi=1fi6f=llFvl ld f s \ol I fiO u'll A (,/' Tt N Y 6|!
-1 ; qg
I I *:
d H bs z > g-c o J ci ot I b* a;
ct E
LIJ
L.Ll z.a
=Lrl
-)q)
z.
<J
tJ-t F o
t l-J ct
c9
=
-J =c/t z.o q)
(,
EI
0 c)ia
6rl
a
EJ
a qll
E
i=l
€tl
c)ta rE q,
Ei i:
;:
I
I
I
I .O!$|l Gtl ot s @i ro tF ol J .sl |!t .o r-! o c,l 6
7'l ul L ir J f.rl .'
ct,qi. !
O
ru
a,
P g\
+,
ta q,
=\o lrl
f..,
z c!v
.F
c,
c
o ;
E o
(D
t
F
o
IJJ
IIJ
o
o
o
o
a-
LJ
o:E;:E 64
iio
-e5 (J l!otr
!J
6
@ o
e,
(D o
E iu
@
r!
o
ct
o
I'o
=x ): -:
atlo
.: ttt 2l=
P i6 ctlt
ot::lo
> l:E IP
a16 qlo
9lo u lE
=l== l=.-li E t6 .s -l-d qr '--d:6'\ E:6;6
COF
Otr
!=?:!i-'J 6 9-|o
s !::E-g= o
3Ei 6
sEoS
bF99 o-:E ::-€,_o:9F
igei := 9E 5 Hf ;
=e- d
>:=: H O ...;
*rrE 6 xa-L=!: cl{D : o v:'- tr aY 6 E d3'i
= 6 5-'F .f968:;i:9tr
.-Eo"H€6'=Dt): PE O &
Ei: E;
;$;3E
E €#€=
tues:
{3=--!:-L:=:ilcr!'-='j 1-
-=:::,.-:="aJ== 4 '!..-l:.g:::i
-q:!O-
F
U
:
o
<J
I
I
I
t
'I ;
E
I
o.g
<J
o
E.
(D
o-
,'.
cr!c
o
c
o
J
IJJ
F
o6
z o
F-(J
:
()
o
F
E
uJ |l
IL
F
6 tt,
I
i>
IE l|!I,>.l|!
>r CJ
:,.o >+,|!-L-3Vt
l>
lc lo lut >lol
l>ul
I _€l ol >q o-l LEI (5l,l
I,c o -l
>i
ol >l t!l Ll ctl
!
|u -l
>l
ol >l (ol LI €l
l>- l\EIE c lc |q l€l/, >lV) :x rEi o
>o l>cr
- r.r l- ra
3.,19 -.E -io _L -lL -<J r,f, t<j u,,
r i.l>iE,lc iH-lo
l>cJ FI F tal
lg -l le=l P ,t,
I
()
{Ea (g\a <t q\rt\o\\o g\vt
CN
vt (
gz
ait
98
N <!
t\\ol @
--i (\l
rtl
(\{
.F iae
-fi:3 o
q,\o
.ir
(n
o
(n
r..-!
.a -.1-
1rl
E o F
'<o @
J
ie c!
6l
(
C
\ra l,to
tn
o
(\
(\a 6l
(\l
GI
iur,
o
or c
(F (t o
(n
o
(n
o
o\
z ,o tr-i-cx<9
o rg*
clt E EI
(:e
9
-F
(5 e
@
(:t
CE
(:,
GI
13 e.el
tJr
(:t c.ct
(\a
Ful
FF =2 i=z,z.z.z,
]_----r----T-ttl lll lll ttl ttl lll l.t.l loltlrl iclcl l-l-l l"lEi tst9l I crt Q I l.nlvrl t-t-l dt?t?t,cl r\lr\ | || | , l-il-l- l;!rtrl= t(sl=l= l.Sl-l-lj I ct o I -l c., | |31 3l=ls f i .-r | - | +-:r I E I (\r ,G 6lr(l-lG
.r .l sl sl 3
-l-Ft -t _t-l LI L arl orl o
El $l s
-l -l Ol ol rJ\NI OI *l el $a\/ I (\ll (\r
z
tr
u
J
t
;T:;T-- i;
:i_1 el..l;.nl -f
f.t I t.r
F.t!, o Hz
c o ;l ;l
:l ;l
ol tl !l
5l -l
!l cl r!l
=l
o z tr
an
UJ F
6 z o F
?t,
(D o
J J
tt
F
C)ut -t cl
(tt
I t
I -l
I
rl o
I
I *l
F ul u,?
(t,
'*l -'l
ct z
F
o.ut E
J
o
I
-l
SI
'l
F
o
I
I
I \ol ql
@l
I o z
dt o
t:
:rt
9r
:;6r
CJ)dfr
-a u-!Et -'.-=
.(5 8a ia -J cl . .,<.E=a)z o-AY cl8
€s E9 Gl=
E=92 c)Ei
ffi FreR€E
lEffi+g ^ ,g a- -e.*g @Hjt
z,
@ v.v
ci F
-i
>|q )
H=
aa i{E J>10 .{E F1q
>l<{l t,l
rr-.1 (r-l
?
I
I (Jll rl {.1 a
q
6 (!l
3
1
'
o
E
o 0
E
ul
nJ vt
o
o
o
(,
CI
o
c
@ o
c
o
f o
o
E= 3!
6 9.]o
3e3E E Pi c,
*;eE
-.: O- O
E E o5
:cco g:E.
;o-i
=@!r:9.3 E;bHF;
€ c rF
E8E=Ro6i 6g;E b:1o
: E (';o c a - rrt
=5;sE :E€;g g;E€E
EE: aE !3:*E cr(Do=E
EE*:=FF=u:6-6 o'9:
:Y c >..:
;=:!=
!, iE fr;q: ? 9 --=>aa.
3 s p9 i E:=:i Fqaot
oi
or c!
.9 1
I 'i
l
2 :o
9! ot
=-uo
;U 60 t=2>
;; -.
]C ^:cc :g ;o c6
:6 oo
oo
-oo
'1tq,
FF
J g
LU F
=!6
z I F
:
z /');.a I
=(J
rl,l
o-
F
.E o o.
rU (r
(n (t
UJ
(t o G (L
E
(L
o
-o EE *b -- -o bo
::e-(J l!tro
(,
o (D
o
l!
o
o
(J
c,
I
g
iD
o
E
GI
d,
(D
o
)o
-l
d
o
o
o 6
\,c .o .n>o
>rJ
Ft€q,>..l l!-
a.,.n
!,c (!ur>o
>c,
o >aJ q-
LA q'
g c a
^>-o
>_ (J
-€o >ar rg-
5V'
!c (D ,tr >r!
>cl
-!a o >+|!-
t:t ,t
E c
ru .lt >
>U
o >+r 6-
<t vl
tZa <; -(]o\F o CN
tt\
c1
co
Or
E2
412--
98
q
o
({
o
({
N
.;a -z e ral !O
@
tl (\l F
E
r<E
o
5
9p o-
({
N
(\T
(\a
-d
(rr
N
(\
(\I
a\l
(!
6r
iua,
o
<n (t'l or or
2
EXE F o 9-
a5 t.(lt
a5 E,o
(:t
G,
ct c.
an
-f
att c.
3
(\I
FF z z z z,z,
z
o
c,c
L
ql
!,
IE
=
tt\t\+
(!
I 1\
I
CN
E
q-
o
3 z,
QT
L
C.'
,o
=
o
+
C.l (\a
ru c
L o
.}J o
=
o
+
c!
o
c,
L (l tt
=
o
+
(\
slo
Hz o (\l (\(\a <{
I
I
,l -rl
EI ol
?l 3Jl
I .i
>i !l g
o 'i q
CD
@
"{
!l
:l Ei
€l -l
gi
ol si tul qtl
=l
q q
=ol q
o z
F
an ul F €z
9 F
E
UJ o
o
J
J
lJ-
F o Itl -t cl l 4'
v,
lr-l trJ z
ct z trl
-J q)z
(J
Ld F o t!
<5
=
-J =(/)z o CJ
u-o
I
I cnl
I F ut ut
aa
I I lfr I rJl I
I
ci z
F
o o-ul (E
()
-
ttt
6J I cl
q)o v)a
cll
€
I €
-l (,
(J
or
(
UT F
o
I
I
I
I \l'l
r.J't I t\l dl -t
I ,
z
o -a
ti tr f-
9a
jo
6a
I
I
I
I
J
q
-t A o
1
?r+I
$
I
I
I
I
"l tl
ot >t oi
lrl
"1 I !4 q
;q z
G}:z
tO F
tl
I
I
l)
F-,t:
;
t
"J -l
El=
;iH
til
,
o
o
t €o G
o e L o
c o
E9
=90 E:€
I iE E r9 = io 3 i'2 l, ttr 16 ro
la!iat
l-; la,lB. i9 l.o ia,tol lol0t
lcSi ;lqc.t .9 l9* =ts tg t-t.rr l:lo l-- t6 lE le
oE e s e; e E
EE E
=6lj
;;.9;>:
!o
-(D 9=
E-
ot Cttr.tftr
o
t,
iD
.!2
€
o
;o
o
E
(g
(D
o
ct
o
tl tl tl tl tl
!l ti l!l tol toi Irf I ttnl lol +, 6, I cI 0, I o!l 9: (/l |fi. I ct'(,I rl! rU
tu +:E-l r/r' c, I
- oi L,r(L t-1
{, r!-
I
Oc)a .r,
=ur
orl
c9 -E :o to
.iJ IJ
Lr
tU
}I
ru
=
:
9
6
=:
=
=
o
(,
o.e,a
rt.
c
:Oo
EE '-za 92
3A
P::;
iF-
cl sjl y €l
= Ltl
a i'l Pel ,'-t/':ru lo '; c,
E|<L
tU t,
ao
=
UJ
ql
U)d!
F
ul
an
@ lll
o
ts= -9
eg:?
lDaol!>=-o
g; E;
;E;E
EEgE iE E or 4.9 e;
=E 6.
;9#E
O agF Zt iEet
Eegz xg!9
!Esg i E g1;
i F i-: E
6EETE
[;;EE ri;:3
!?E9E 3BE;:
E::E;o"o t .r =o(Joit-gesrE
gs: E::EiEE 3.3:'i
J!a> I != = 1=
F|]O.?C
I t >l !, I ;l cr !, I =l
r-1 o +l o o l-o-
!l r-I (!l
c,(o
o
d€I.r\c\
J g
G ul F
z
€z I F o
2
o z I
c
uI
a
ul (l
4 o o
I
I
I
EI €l -l
>i
=o
o L €
I I
I ll l!l
tol I ,/rl
ll {>t-{-tl ru ,t>do .l L rl (t
tl tt -t-t
:l:l tE lrE I qa >iv) >i lol ol | --t --l
I >ol >ol
l- lF l_ 'iot_ rl lc, lo {>rJl >e
tl tEFlo-Ir-Frl-F
rt o olcc ut
!l T,<l E ,gl I
>-l
dl O ;l e r-l s
.5 I .5
ct
T'g
(u
u,
L (,
(J <z ^go t t1
C
I
I o
\ol @ oi Cr1
CN q\
o o TJ\Ot
5t-
EE'
.]
c{
-l -.1
Ol -t
I q @
t\
N
@
..f
o
eE'c(t33;o
t ({o
o F r<E o ID
5
(J-If
rr
o
rrr
o
Nl<..llr^
"il.jl.;FIFIF
lJr
o
ljr
:>
teea
g\
J cr
(n
({
o
(
o
(
(n
a\
(n
g
GI
o
\<,
z ,o
Hu ir-
at d
GE
J G
I
a,4
_-
F
-l d.ct
;,
(,&I
cit e 9 \o
t:,c,I
z z z z z,
('c
It
q
c
!
:
o
r
F
o o
i- T tl tl tt tl ,ll lt tl tl it.i .l *l *
il Pl E
Dl -l -:l -i -
-l r!l u.ii El r r | -l "l tl i
El arl I Et el 1 .l El j
ot I
?l ?l I
rnl ol I
el (\ I
.l
-J.t
2
u
u j
+tl
lFl l*l tjl I r-l
I qrl +I cl c | -t q | -l E I r-l {| (rt s I r, I n I ol Lr t>t tl(| -l i
.l \6, I -l +l r
El ol I s. l Il .l r :! xl -t ol ,t r-l r-l o-l
ol €l ct I -l .4t
-t {, I r-l >l ol Fl el tEl ol >l
=t I I el { ol otl Ff .1, I +l -l ol ol <.rl sl '
rl
lt
I
ul
I
ul 3l ol nl
I cl -t
rnl rl FI rl ol
I
=l I l+- |ol
=z.
l..T
.n a)
\L' Z rJ\(\l \Ol (\f l $l
r.n I fft
€lqrl o Nlcr I (rl
rnlr.rl (r..|
t
I
I
I
I
I
I
I
I
ol -tl |EI :l
ol Lrl
>1 rr!gl
ol 'l
rUl
-l ol
sl
961
=-l F sll att -l H3l .6 €l
- ttl 0;l F-l <ull zll
E€I x{ ol
- lJl :=l j'rgl rL cl F(gi
u!l
;o{;=l
F ul ul I
1r,
I I \Irl r.r\ I
I
d z
F
o o-uI
J
o
c,
E
d c)tt 6l
e,)o a 0
GI
€f E
c€
E c)
q)
:
n
F
o
I
I
I
I ol ltr I f\l
.ol -t
]o z
d o
I
I -l
b
clt E
LTJ ul z 6 z lrj
J
O z :E
CJ trl o
tJJ <5
(J z,
-l
=U)z.o c)
t:<-
5r e!
ao
E=
\lt
(\a
(\l
C'I f c
ru
E tt rjt
+rl nl
Q'
=
\C)
r\
I
@ J ."Y
^il
-o .c;iH
o:
c-.e-(J U-
E
'D E
I
I
o
c,A
iE
g'll OE
=c ii3 €l
.t, I €l
ol
(Dl crl t^l
rDl Oltn Elc :i.9 9 t;(l .al=ol otH trt;
5lo --tx F t6 .=rc
i 6'o (!
E:4 R:Y iEE
o
o
o
tt
It g
(l
(J
'6
@
o
1D
>
qt
(D c
clr
o.o :o
tr
€
(q
o-
LU
(f
r|l u,
@
F c o
UJ
U'o l!
o o !r q
.E= s!
:=F;:g:E .qY=o
s; es .-: o- @
:cv=EE o-:coo Ed9tr
i.5Ee ,E96c E:fr8 5Hf;
€ c (J'F
;EE=
?io*F
: €, J:'J E o5 o = c -,n
=3i-3E :E€;E 3;E€i Ei--:I
:Ft€E
5 ifr;'=FE;.i-:6-66s:
jj: c >-:
;-i:?;!i-t4=
-===a lc:
e: pi i
===:=Ft=::
I
o
o
t
=
@
o
'
j
o
!:
z
c
E
o
a
rJ
F
:
ot
o
'!
o
t,
I
-
€
1)at
F
J g
ul
"at z I
F
L
o
z
F
5 o tu
.t
E c lo ttl
o
o
a5
tt c 6 all
at
o L ,:,
T'E
aq U'
o
o t-
a:t
!c (u v)>
.E
>cJ
F t/t o >r oF
<:t tt
at c €vr>o
>r s,
o >..r
6F
a:t vl
c o (/! >o
>(J
!,>+,oF
13.t
!,c |!./r >€
>(-'
_.4 q,>rr
.gF
<3 ttl
:(l-
=at a-
lJ
o o u1 ('r co (\C'@ F o\6T
\o (
5d_qz2
98
tt\
\o l\(
:o
o
(\a
(!
FEE
@
(\a
\ct
@
tfr
(\a (\N (f r
ro rJ1
r<
o
AR
ttl
o
|fr
o
ltt
ct
GI
N
(!
N
N
(\
(\I
N
iurt
CN
{r (!
Cr
J (!
(
-:r (\l
o
(n
o
Cr
o
cr
o
o1
2
h6s!o !-
(:,c,
(EI
(lt t
ao
1lt
clt c.(lJ
(5
dt
a!
(!t
d.rtt
(9 e (D
(5
Q,
CO
(\
z,2 z z
z
tr
E
=t c.
c
CL
a!
l!
E
o .P
l.t J u
!,c
L
o,3 o ,tt
+,
ru
o !t
UI
U'
!l e.o c
o-
(\a
lr
t
.F'|
l,
J
r,,
(,c
t-
IU 3
ru v,
P o
(,
+
C'T c
|!
(u c
L
tU +,€
=
rf
P
x e ti t
rJ\
+€
*
ctr c
u-
o c
L
lU +t o
=
ro
G
P
o
L
{,
l-.+
+
('!c
Lr-
c,
L
c,.P o
=
E'
.Fl c I
L
tl,
o o +
*
ctl c
lr.
o
L
c,
}J
lu
=
c.
c o
L.o
r.tt
!-{
F\
lJ-
Fi +,
g?6l lrt \o lJ\
ttl ttl -'ltl
tl !r-tl oll tsa I -.1 ;! |
d :3 c E 7,9 s l-qJ rol S ,r{ d
lfig1 ;qgE
o =E o (L*dL'H bg J >H<-l
s 5f ,fl
(nl l\l
col
orl
uJ F
o
I
I
I
I \Ol
RI
@
o z
CO o 1
U'e.
lJ-l tJ.l z.
C?z.l!
-J
C)
z.-<-)u-l F o
lJ-l <5
z.
-J -cta z,o C)
lrl lt I
$q $al gJ
qHr
qcrg a [T ri ql
dflE ,.l 11 ttl Il x
l.i,
q)
tri
ct,qJ
!,
Gl
I
a
GI
r€
-l cl
I q)
.I q)
T:
!:
!-
9-
:;6:
z 6 I tJ
o lt
o E e.
o"
G :!
ul u,
(n
+t +t
CL
?L'
E .ul
=l
=l
o
E
TI
C Rg .9;iF -t|6o
o::=E=d,i otr
E
'g
@
tD
EE
ui,'E9 (r€EI cl '-l
6l
ol ol ctl 4rl
ol e l2
^:IG (,(,t|i:
.l|J :to d
=l.n --t6 6t9
*ao d:E :!E ;s=tro
E=.€"e-6Flo
:E!E i 93 o s;ss
= P= 9 E c e=
: qE o E:E"
:.sEfl ISXs
"=qtlf E3E;
al c'rF g5E=
xoa(D :@:c s: o- l,fHoor
J E ot5 o tr c - 'rl
=E*.-3E gEeYE
;Et HE S;E€9
;F;iE
EE€€=i F: "-E 6'6 5 o -99c>9
qo€;9 n:r9!a.: ? 9 --72Y\:=
.,::gc
GCfela-FO:€O
6
l I o
E
ct)
:
J
E
=o
o
;r .g
t.
(|
:_
,1 J
aL :l
.r:
F=
,n
gt
t
l,
.o tt
ql
o
(,
CL
q,
o,
o
ol
c o
o
l o
tr
J s
ul F
€z
tr o
(L
o
z
=
E
l!
F (E o o-
ct
ah q,l
o o
.E
o
o
o 6
'tl
E o ul
o
o L at
E c q u!>€
>\ CJ
Ft6 o >!,|u-L-avt
!c.
v, >..o
>(,
Frd o >r,oF
a9 .n
t'c o n>€
> (.t
Ft6
(u >ar €-
5tt
o I
(J <:-iee
(J
rf!(rO or (n {rt q'l
56_
az8-
98
trr
(\
CN
(Y
@ a!
a!
F: T
c,ttl CA o
o F r{
J
>.a o-
|J.\
o
(\I
6l
(\
c!
.\l
(!
i= r,
qr
--N
o
<
o
'gl
c,
gi
7
f,xi i a:,c,6
'Fr
<J e ct
(:t
E EI
(\
att e,6
FF
z =z.z.
z
F
CN c
I!
o c
L o .lJ o 3
(f
r..r +
+
c,E
"l crl cl
Ll tl
ol 7l
I
I,U trl ?l t-l
1l
\
CN c
lr-
C'c
t-
tU
o
=
rr ra +t\
\
<lr tr
Ir-
tl,c
L o
o ]
o o +\.o
:
o
-f fr-?
@ (
I
I
I
I
I ol 'ol ol LI q
a I l
d q
1 al
of q
I I
I
I
I
5l ;l
>l ;l Itl fl vtl
I tAl
3t ot !l ol ol -l
€l cl
Gl Fl
c'l
=l
|l lc.rl Rl I
col o sl,-l 2
"'lh EE:"rrz l-,9 lnl 3
- t-'t ff FI 2 E "il Er -l P i
JUJF oco z>q
@=d 95A
t:I:t::;5r
vt
cJ i;aE lrl Ez'.-=
ur'2 c) El
{ra -J gll ^<.-=t=AE €s8
Eg Fc3
Gl=
E=92 E8
ffiryE E{ffiFrEl ffis
F'!--.€
lll I l.d
l*l H Itrt I I qrl I IA€tl€t4t rl H€| +'l Lt l ti l ICJL lll tJ <l lai :el \q )col rrl d :zl d d ''i -l 1 til '.J | |F, ll
d
4
T n
d fl:cl-
-cl cl
SE 'lo
lcE
H&*<
,$t -l
I
I tt r{+l
q i!
(E
r.u
an o o
tl o o e
+)
C o
t (t
c o
c o .t
{o
o +,o o .tr
o c
L (,
IP o 3
I
l e il J rl .tl
a
J !
fl
{
ET
Eg ol ,24 €1
Ed
tflt s|l E ;d
; irt : _.1
"8xE=*gEF EEEH
EfiEtr e::H E6EE U lfo i
tl
€o t o
(D
o a,
o
t
ct c
(D
0
E
c
(t
C\
o c
o c
at o
l o
o
o
IJ
(!
(D
(D o
E
ag
gl
o
a o
I o
n
I >l rrl
rrt I cl rul T'I
I t-l
sl ul ol Ll o-l
I Tr!r-l ol Trl
(!l
!rl 'l dcJ !l erl
I
J g
UJ F
.at z o
z
=
I
TIJ
(n
E= g.E
E€iu geiE
i 9E o (D:..;'t.4EV'
.j O- O F E Og
EEg=g!EE
igis
E:E€bHi;
S.E EF hHOJ
€g E E
:Eog : E O;:5 r';^E fa);!=
:E€HE ur-:O(J cJ Ory o 9
$F;EE Ei{€=FF;UE o-6 5I I *9=:E ii !: a:!iz 4;
-'.21=
.,r..-l:
I:59 i t--?=a=
J q :t '!.'i
l-'l
I ri q
+,1
.d
={
d
g
o
6 o ,!
0 o
6 E
-i
i
I ,)-.:
a-,o tc,
c
g
E
I
{Jt
I tai <l
(|,
o-
o
E
z
o o
J (,
6
co
E
cJ
o
o.t-:
A.
I !!-
o v,
4;
f
o
(!
E o
tr
(l
7)
F
tt
.L'o o ||
aa
o-
ru o E vl
I
I
I
I
rU .d
|I,q J
rr
tu
N o t3
I
2 :
.:D 't
E
g
o
o
b
I1
2
L
!o
E c E V'>
.g
>c,
tD >+,q-
L_<:t att
T'c
tE 41 >o
>c,
o >{-,
l!F
r5 .!l
'E c o ttl
o
o t-(5
!t g o v,
o
t!!(!t
=t o atl
o
€L-(:,
I
t>
:(u P.' >,lo
La' c'
l- ia I{'l> rl l€-lr- -i(9,n
c
IE V'>(
>L
(,>a
!EF
a:t q
q sz_i:4
q
tf o q)\c)
cit
vt el F qr or ('\\o q1
56_'27!iu
F
o ('r
o\
t\(\a
N
;;s
^z q
o
F
(t
(t
o
F
(!
6
a\
,\
iE
l<
5
(r-T'
(\L
o
gr
o
]Jr
o
(\I
(\l
(!
.\I
iua t
c
g
c
g
o
.{
o (n
a\
o
o\
o
gr
z fo
Eg? E
(!t e G!
.f
(!t c,E!
a:t E
tat
a,
G.
t\
C:'e
CEI
alt
ct
(,t I (!
FF z z.z z.z.=z,
2 o
F
*
ctl c
tr-
8'c
t-q,.lr
.u
=
o c,+\Ct
CN c
l&
I
L.o
+,1
=
o €+\l
E')c
t!
{,c
L
ru .L,
(o
=
o rr.l +
(\l
gl c
L!-
o E
!-o 3
tU v,
I
-E
.P o
!l z.:(\l
(u c
L
{)+t |o
=o o\+tf\
x
t
o-o
GJ
tt
o L
{-,o
3
c
lr-
c
t-o +)(u
=
rtr (\J +
cl
l!l
I ol cl
L.l ol +tl (di
=l I
ol col +r lJ\!
6O qz o <!--ln \o
I
I
I
I
I
I ol -rl
ei ol
'j t tJl cl Jl ol 'l qrl
a
,gl
ol
-l :l >l
lrl rlt Jl .Jr
I
(,ll ]i ol Irl |[l ol
=l I Trl cl (gl
sl
-l
v,
CE
tJ-t tt,
=<5 z.t!
-)q)
z..r
C)lJ-,t-o tJ.l c5
(9
=F.-,=v,z.o <-)
tt o
F ut ul I
an .-l ^l
o z
F
o
ut
J
o
a
CJ tr
(a q)s €
()o ra (n
cl
'E
c\l
s,
-l (l)
A
g)
|r,F
o
qr
('\
(n o z
tr lt ul F €z I F
lE ul a dt o
J
!
F
tll _.'
l ut
\(,
r.fr
co
o z
@ o -
t:
;-p;
:;lt.
lJ I q <ft q a@l cllq {l l-t >otJ <.1q I tal 4 5Lt O r.l q el
"1 E I r,l q U sflE d+l t!l I ct .{\d>tq sl cl ..t ..ri (I .{Tt 1 ttl |ll trl
9!
k
r I
ll
cl
{
ft
J
fll
Clr 4l o n {
E
H sl
I !I
E
o
'o
o
o
lD E
E
c
e
o
ID
'=
E
ao o-
o
E9 >:
=at bo gE :=
6-(.:) l!oo
o
(J
o (D
o (D
o
A
9
@ o
o
o o
€
o
iE
'=
rJ
o
o
6
(D
(D
c
ol
C
o c
u
F E o o-
uJ
o o
uJ
o G
g
o
o
c
o
o
o
ct
o
E= sE
; q, >-Y5E;
9e:E E g= c,g;EE
r O- o
..sce=Eoo-
EEEE i=E.E9cE
=E d o ;9#E c5.o-o qF o'
=a @ € tr 2i-ii6
.cY::o51H e!ig
3 F:;E
=;i:-!:ETE:!
E;E€A
E ie:1
i:.i:E !iE:=EE:i'P
o(Jo=-i9E=E
gi;sE
:i=: ! t; l {:=!;
o
o
o
:
.
t9 o ;'i
E:O
E=3U
OO
s9
AJ
i:!
:x
J s
Lr.l F
sat
z I F
o o z
tr
:
CL a
1 ,4
'E 2o €s o,;EE
-o
E6 zz
!o
itttl ttrl -t-t-tl
ElElEl:l E - ei- d- ei ,fl ,;
>crl >crl >.o! N >
: I? !?;l :l c
ts a.;;lE;l ;l ;
s4=
*F-l_'_l .,.,
i-r ".l qr \o o\
5i_
EA'
col -.
";l ".;
v,(n
€o
*Ea 66s
o
F
(!
t^l ./r
\.ol rIt
o
01
rt\
o (\
o
'?E
o-t6
a\a
a!o{(\(\
r^
o
rr
o
I>
iuat
0
g\
o
Or
o
cr
Ol
(\l
('r
({
2 -o ,trra Eo:9
a9 e o
C:'E 6
g e trl
(\l
.1 e o at &.
GJ
bHlz.
FF I
z,z.z z
| .l I
-l = l+l i :iotl < | ct E B l=l I - i -l I t-l lllr Iq|(I cl (
| -l I r-l l l(,l !i;t r I =l :
tl t-l lol t col L I +! .l
| ,r\ I j
t?'ll
fll c :l -
'l tr
.l )l a
'l
-l L Dl q
,l .!ql (rl f
I
)l u
^l F Fl .{rl F
tl ll(!tt\tl tto ttc ll tl
| -i LL I +l llo rl cnl tr I cl l-l '| -l L ,l -l o .l tll 3 llo ff (rl ql :i cl
.l t-l t ll ol ,t +, I rl (ol :Bl =i tl
\l 1r\l (
\l (\ |-l +l v
1l f.\ | -,|
Y2
a\-€-r'
(
IJ\
I
I
I
I
I
I t
ol q
rq H
.9 q
'1 i
>+.1 q
d "l
arl ?
3l
I
I Nl
I
b lo lz 'l E Ei
=2 ttt o Itr NI rJ\'l rfi
2E
FJ xrr u!F E(J
Jd <l A.n
qr l\
C'r
(n
o
I
*l rrrl \l €l -l
I l o z
gl
o
clt
u-t ll.J z 6 z.
1!
-J
<J
z,:t <J u.l o
LIJ
<5
<5
=
-J =<t')z.<)c)
(,
E .-
cn
€)!t 6l
E'
a grt
E a
€€
e c)-aart (J
l!i:!:l=
I
I
I
J
'o -l I 5 o
1 ,t Ll
1 il
+.1
F
z (trt !v
t.
.,
I
tr3 q
d=
co
q5
IF -tE
>l q Ll rFl q-l q ?
I
I
I
EI :l
'l
ol ol +rl ol 'l ol
=l
dl JI LI
9l
El
;l
tl ol (ol Ft ol
otl !-l
.o
o
E q)L
t)o ]
nl
,"1
a, I nl
f,l
EI
:l u|l rul -l cl -l Fl (ot
-l ;l ;l =l
F
H
o-
.9
5
o-sxl ;
6
=@:*E:o9;;>!;i!Y^F6-6 ;bo .EE g g?i:.=
=oE I()u-tr eFtr
E= S.E
6 9io
:E!E : o= -.
s;eE .J O- o
F. E 05 EE o-
FEEP HEEp
oY 0J;
=E E -
= o ta::iE:
IEH:
i E or5
i;E;E :?pcE :!l-H'9.}'-: -
:3;is cl4'o=:::E!
:: = a >=c-o:=:..t;;(D
{=v' E=t
=':gl!t--7 = = =
a.: -6 E ;g=iE i = f E i
-l=a;
=:!ou
6A
3t=
9 L.l 5ql
|!
ET
0,c.''i q2
o
E *1 or
EP
=-
iDY
L:2i
a !,o E J u
ag
co
a\!
P o
I.F
CL
0)
0,
g,
=t,
qtl
>=
:o E6
-cl
;o
cc
l!t!
t-q
N o q
J
6 t-!,
'E
au o J
J
3
o t o
o
E
E o E
tt c
I
I
I
I
I
I
I I
I
I
I
I
I
I ol rrt (.I
I
I
I
I
t
I
I
I
I
a
a
l)
E o
tq ll ll
ql
o
o q,
E
c
o o
=
o
o-o
o
e'.
G llJ
uJ o
o
.o
!l o
o
E
c o
6 o
o
o
@
E -6
ctt
c
o
EI
I
I
rJl ':l
cl .)|!l
rl ol aJl rrl ol l-l o-l
i'!ol
cl .gl !|l ('l
I del utl orl
I
J s
{E
UJ t-
06
z
9
F ()
o
z
tr
9
=
uJ L
o
q,
6{N
3
ru
6
ilJ
v,
T'c
G vl
L
o
.t-l
v,
It c o v,
L
o
!,
t^
T'tr o vl
L o
tt
tt
-E
C o v,
!,
!
at
!E
@
an
L
q)
c o ]n
o
|!o
ct aJ
o >:of Lr ct(
c o
an
6
$6e
o t\l gi lfl (tr rtr o'l €o\(ra F or .{.('r
EE'c
F rf
rt 15
(t
o N
eca
o
\l c
c
c o o c
tJ-i
IJ\
<>
O1 t\
o
o t-r<
Tr?o-
ln l'r rtl t.ri g\F
€
t\
iuat
o
\o
o
gt
o
\o
o
\o
o
\o
N
€
(\l
€
z
EF?E B-q=
35 e rq
(tt d,to
(:t G ctt
.5i
a:t E
@,
(,G 6
(\a
(9 t.ro
t\
(J E r!a
F !,1 ot|l trl>2.=z z.z.L=
I
z,
z I
t)
o c
t-o
a!
=
o o +
(,c
t-
0),t)o
=
o o +
o,c
t-c
=
+o
+
ft)E
fr-
{,
!-o 3 o
I o
z
rl-o
rrl
GI
ct)c
u-
o c
t-o
tU vt
t a5
-=
o
-a'
N +
E!c
Lr-
t,tr
L o 3
0)
art
I
!
=l.t-o
=
AI +
CN
It!
L lo Itr l=lr-!!)IB tct tvt
I
if l<
I i=lu-lo i=t-t6t
!z
I
I :N Irf
lrJ\I rJ\
I
lr5 I r.r\t\.
I
'u\
tl lt tt ll il .n Cl I >ol I E-:l I f:l dl
F;l !l fsl E
HfI J gEI E -l l:t
= Trl o ucl (Jl FOll O-l ql
uJ -cl -{a.g t d-1 1
lr o
F ltr
UJ r tt,-l 'l
ci z
F (E
o a ul
!
o
or N
o (\
Or
F
o
I
I *l ql
c0 l -l
I t o z
o
ti i:
;:
cra citr
-
lJ.J .= z.
t;2 6t rr,
s-J fi3t .l:t=AY cll g
€.5 F(9 e=
E=22 ()a5
LE=re1 ['f*=*--€IPffi€I FtWz=d FL=--ffi 5i€+5,f.;@
I
I
I \q 6l ({c, -t cq >.io o3 'g rd3 rio Oca
o.rJL l=
tJ ql -.>C q!q+,a<,
0rr
Cl
<l
.El .tl
"l
t,li oi
=,\Oi rJt
t\
z lEc r!,
o o
Lu
o lr q-q
(J
€
6
c o ul E E o -:
F
a,L
r!o ?
ta
J''.|.
CL
o (J
E
|U
=
G)
o ,
o
E o
@
o
q
E
u.l
E
UJ tt o o
t o
E
o tt,.cl o
'-
o o-
tr
E.9
*b -41 -.cl bo 69
c-o=ct ri
g
a
I o
!,o
E
E.
@
ii
n
tl
(,
c
6
o
o o.
o
E
It
=
l)
t
a!
cl ';l
crl
ol
6l (tl
@t
orl atI
ol 0)l CI
>l
@l
@l gl ol CDI
-l
ol '-l .=-R .!9 :e
o6
c(D
F E o
ul
at,tt,
c
@
o
d o
tr
o
.E= B.E
6 Plo L= E;9siE .r g; o
s;eE
s E o5
Fpe;
!Etrqr
--=
: (!
b^.--=
:;g€:;3!-6F;
P E PF 58E;.n_=:
7!J:F
" tr rY
c c E -l,= 5 F.o i
EgEF;;eEF==
i ?'Y C q -=-:5e::
_E Cg: E !r&er:!
E iEi=
F€5;:
29=>9 Fi€tE tl, eE a: * !l -
=ZEEE ?3==g
3 e P': i
=-: lE i
o
o
c'
act
pO cs
-z
e'
)s
uJ F
=€z
o ()
tr
tr--
llJ
o
t|J
D-a
J
6 6
6 ,t
o
|!!-
a:t
lD
tt g o v,
L
6'
.lJ
tl)
E c o gt
L o
d
$Fa
o
{,gT @ @
o o
E:
6i8-
9B
\o
o a!
aO
Egc
o
o N
N
o qt
o F r<(
o
:*o-
r
o
tn rtr
t>
SrEe s-E-
(
.\I
o
\o
o
\.o
z
EgKE
c) 4-
(.:t E I
a:t t la
N
t5 E o
(\l
F IIJ tt E tr, >=z =
2
o
N
Et tr
=
!,s
t-
o t
a).tt
I oi
:rl
=j .l,l r!l
-l al
GJ!
N
CD c
u-
0)c
t-
q,
I q)
.Jl
I ct
-=g
o
lrl
]-^l
.:tl
SI +
El E
L
0,
=L
!,7 q)
tt
I ct
=trl
o1
I lr,
I
;nl .fl
il ti rl il il ii tl ll il !l iI ll ll il 1i ii
gc -i rril -l
ro
l.rr
to
\C,rJl I
tl tl :d I
Hf,J
Fa!
fig i :i3 F.Ul ()-l ct 5€C
=*i l{d =
r.,{
I
I
r.rl
!
I
u_
I *l
F
UJ
uJ
an
sl
ct z
F E
o-
E
J a o
(t)E
IJ-l tr.l z (J z.lr,
-J
(J
z._r
(.)
lJ.J
o llJ
<5 a z.
-J
=(t)z.(?
er t\
o N
qr
F
o
I
I
sl \l
=l I
I o z
rD o
c),,l{
ra (9
3.4
GT
I
a U)
63
E
6l
FT EI c)
d{c,
t:
i:il
I
I
I !rl
>-l ol
=l .ol ol -i
l-i :l
..t cl
rr!<l
I
I
I
I
I
I
I
I l\o l(\r
ru c)ecD q
>o <E ,o -c r-qo
ljt F rO q3J d 0l-li r-i r!,\ft >rtt c :{o .5O
I
I
I
I
I
I
!
I
I
I
i
I
I
I
I
z
yt v,
I .i
e
ul
o
Cc o-
(r
ut
uI (t,
!
C'
c,
GB
c o 6 c
o -
F
o
rF
r,F
o -t
:l I
Et I
il"l
T l:l Slcl Ol-l
,il:l Eol-l i 3l=l
Esl!t
E rlil itl el
E 'tlEl
fis ; ri ;l
; g E f;:
i i; g=l
ci
TD
E= 3.E
6 P>J'i: s E ::_o i Pf, u g';eE
., o- o Etrs=co|D-hcoo E:E"l.!iF
!:Eg
E Hi;
! E 4F
=96-
-Yo.!: E o9 : E o5
:5: _aE
:E€;s s;E3!
s ii: t Ea-o{:s;iE Ei#:=
FE:;:
9 9 c -9
i?". I2 ii.-::i3 r- ii X --==l=
:!.=-a
;igEE ic:-!5.
I
€l-:
+a o z.
Lt
L ()
f L F
u {l t,6
=
:
i
@
l
'6
::
E
o
o
E
(D
I
I
q
(u
vl
E f
:
+rl
Oi
r+-o
o
ru E'rn.
(!
9
(l
IJ
o
1'o
E :
o-
crl l-i ol !rl (!l oi
Jl
(\rl
tal
L
c,
Nl
CJ
$rl
=
ot ;
E
€t
o
'1)
:
q|€
o a o,
o q,
o
E
t
lD !,
t
-o t,
qt
o
(.t
q.
c
o
(D
o
o c
x +rl
(,'ll c!ol 1Jl
I Ll ol +rl ol ol Ll o-l
-l !-l
@l
|ul !rl
url
I oel
3J\l ql
s
i!
4t z
tr o
c
z
tr
c ()
LU
c
o
o
o
o c
o
t
it
'rJ c
U1
C
E L c
o )
fi
(!
'o
.o
o
r!L
c)
tt c €.n>
tg
>u
F.O o >u o-
t3 u,
tt tr o ./t >
>tJ
Fta o >.r
€F
<5 ttl
T'c o (/, >q
:> c,
-.4 o >+,d-L-
<3 vt
I
l>-irt iE |!l'r>irE
l> c)
l- ro lo l> ]r o-L-a5 .,t
:z -:eg €(o GE o F c @1
I "l
r.ll o\61
g2
air-
98
\o
C\
rt\
N
r\
(\
IJ\(\I
q,c'
06:'
@
c!(\a (\
o\
o (!N --
r^
t\l
-f
ral
G o
r<
5
()-at r.t
o
lfi
o
tJ\
(f
(\
N
(\a\
6t
6a
N (\a
iuE,
6r
.s a\
(
.f
(!
.(n
-:f N
o
(tr
o
or
o
(
o
o\
z -o ET? E t"q =
t.t c.r|
@
a:t c,(lI
a!,c,
aa
(,'
e,
at!
(!
a5 d,6
t.r\
ct E
GO
(.5 e.I
lrr>=z,z,z.z z =
z I
t
(\t
l!
tU c
L
ru 3
Q)U'
I
--
r{-
(\
gl
E
!-
q,q
L
tU 3
tU
14,
.+
I
I -
l+-o
z,
(\!*
Ct!
t!
q)
t-o
=o
?1,
I
=E
1.|-o
z,
6l +
(tl c
14.
(u c
l-
c,3 (,tt
-f
I
-.z.
r|-o
=
(\I
ct)c
lr-
o
t-o 3 (,
at
I
-E
l+-o
=
ctl c
Lr-
tU g
L
(u .l,
|!
=
o o +
ctl
lr.
(u c
L
(u
=c,tt
t\
I
cEt
E
=+t c (,o
q2 \o \o <!\o \o {,rjl \o 14)F
o !.o
L
o L'
+,c
o (.,
tU
C'o UI
E5 hra tr:
rtl .q
2A at:
= u'l F 3o a*e
rn It o€
:€l's -c h€q!
ov,
F llJ
ut I m
al
ci z
F
o
tu
ar
J a o
U'
LJ-t lJ-l z,(t z,
lJ.i
-t C)
z.
4 c)lJ-l F o
l4J
CJ a z.F
-.l =ctt z,o C)
I
I d 6{5o cq >-lo d=g Cl4 r{o qcE ?.cl t-l=t H (l..lc q!cl +r
10
I
I
I
I
I
I
I
I ol fl
EI qrl
rl
trl ,fl
rrl ui ol
=l \(}l fl z ct!
1Y
t!o
qr
t\a
g\
u!F
o
I
-l 1r\l Nl
€l
o z
ql o -'t
e,
-l
.\
c)ia cl t tt (t)
GT
€t
E
GI
tr (t)
rI c)
t:
!r
E.:;5:r
ai:
d-
*@
c o:
E)4l
1)
.L l-:-
o t-r|.rL o a
o9 96
=t^6o ::o
,Y .:
LI LI
.}lD
E
a
=>3
'13 "'==3=;,
-I 6I
:l cti ol
ol 6'l o, l ltl
ol qlt,EIF
P IE -io Pi=xlo
_t=
i lg
i 6'o
^-.:6t \E3 ^-:4=
tro
o
o
'-
l.
6 o-
o
o
o
o o
lD
E
o
o tr
o
tr
J
LU
F
oat
z
tr
2
o z
tr
g
IJJ
6
ql o (n o
F G o o-ul
o ur
o o
qi
(D
E='t:1: i:
E E -> ,,,
L=
=;is3E i 9i:giEs
-: o- o
EEo=
-s qE o
9:EE
looi 9:85
b 9t:;
€: rt t->==E.j9=
;a:c
: -- o q'r
u i n!
=; ir e
:i€;E {;E t 3 F=- +gi':;
sFi;E
'nat:-
E:X==
=E;iE 5669:9s:r:
r: r --4:
--: ^:>+-1iY_
-=l!=ii=-'i6:o !
d - n(D --3:=:=L:!q l
o
f
o
E
o
o
i
I
I
D
a
.:
o!J
=o
=o
r!O oo
F
ID
3 c (!vr>a
>(,
F ..1 o >!o-
a5.A
tr
an
!
C o ao
o
.!
.J
,t
!t C o ttl
o
o
L)
I
I
t>-|t,lc l#'.l6
| !(J
l-€lo l> r,lA-lL-lo ,r,
T'C r!.4, )
n
>i(
o >r lE-L-(5 t/
t;lE lc l€F rrt ),(
l>c iI"tc,tr:>G I o-
la5,t
d <z ^=of,oF (r'6r \o
C,r
ta
61
tt\q'r F (rr o\or \o (n
EZe oo to
(\l
({
@
a\co
a.l
(\a
t\
(!
]n o
C\'
rEa
F
\6 o ...o 3
rtt ral
o (\
E o F r<
o gl
5
o^tt o-
C!
(\a
t\
rf
a\
t5
(\
(\I
(\l
C\N
ar\
o
iua t
o
('\c
o
o
(f
('r
o
Or
o
g\
(n
2 ,o
f,FE E o 9-
at e,
ao
tJ\
(j
d
.E
€d I
t..l
<:t c,6
(\I
<t c.
@
C\|
<:t c.
Gtt
$l
(t
e.
att
(\a
F IlJ
FF =z 2 z =z.z.
o
F
(\l *
ctl c
lr-
o c
l-o 3 (u v,
I c,
-f
rL o
EI
o lfr
*
tn c
Lr-
{,c
L
ru t,o .=
o
+q\
*
(tl c
lr-
(,c
t-o
€
=
rf\+@
*
ctr c
u-
{,g
L
c,.lJ
ao
=
o +@
-v,o o
l-
A
o E .!{,t
c o
o o +ct
c,
o tt
att
ac
lLt
o
\
or c
l!
o c
L (,
,g f
o t4 +a
I (J
E
=|!
o
lrJ
o F
lro sz \o \o rn {t \o \6 6 \o <f
f\
c o
o
TT It
=
o ,o !,l!
(u -.rt
.u
o z
F o,rI|F
.a
z 9 t-
E ul
at,
@ o
J I
u.|'a
@ f at
I
I
I
I
I
I
I
I .l ol T'I
sl ol
ol 'l
>t +rl €l 5l ol 'l (rl
a
3l
t&o
F ut ut I q,
I crl -l
o z
F
o
ul
I
o
(
(
ul F
o
\o r^
@
o z
(D o 1
t:
l:T:
ea ds ar 1!E'>.-=
sH f-r .EE t=AE cl 3
€(5 F<9 c!=tr=92 c)i5
@i
e? F6.A i;f;ra t fffit vE
Eq- ,G!i4:€E5=+-5rEFt r=:re{
tl tt tt .ol I NI ot -q col >l
t.q 9{|u!!q ot {Lrl Ll l=.1 |q.l >t cl q9 q+J :1 it ll tl tl
crl Jl cl ol >l <l
-l sl
^l trl tal
C'I
=i I <rl url
\
I
I
=rEt )Z u
o tt
a;j,=
..1 :">l @l
.l
3t::l;
315
;l$
>{<ol
;'l
r+-
{,?
13
'q
o
o
E (D
o ll
1:
a
E
{(L
o
9 p q
a
CI
o
c
o
ct
E
(.,
'=
o
lll
=(,
o (D
<t
gl
=
llt
ul at (0
o
F E o
lu
a
UI lll
(t
o-
o9 o:.9;iE r!.E
oe
o:
E-95
lJlJ-oo
o
o
(l o
o
E
o
o
t!
o
o
tr
o
o
o
E= {-i
6 Plo i;:3 i 9I.r
=aE 6
!:;:
Y- E :b:E
93Ei;E'j:;
Q =',nts-: :i I .-i
:5 29
- E -:
-3 = =;q :oi:=
:E€;E e;r€E
Ei:aF
9r::E
=:io=? =;:=FEiJE d539:
;,: i = >:
a=-' aE
^_:-'i'-::::=::--:t - -:::; a:
='j: :: -=F:=:,:
l
?
!a
E
o
(,
i
ott
;o
;6
!q
!€
or.:|
Ft-
J s
I!
IJJ
F
06
z
tr
(L
o ()
z
;
=o
rrJ
t/7
I
o
,n
'a c q
tl
L
o
ar
vl
c a tn
L'
!g
ru vl
L
o
T'c
ur>(q
>Lt
F(o
a,>&,ag-
l--
aJ v,
t/t
=,.o v,
L
vt
'o
|E q,
L o
,J1
T'E .!v,
t-
EJ
.J gt
d 42 -iee @ (n \&,@ (n g!.rf 6\CA
<t\qr
_Ez
aEt
98
rJ ro
(t
tf
N
lfr
ro
TJ\
tf|
F;;sfil:
\3 IJ
(t ('
\o o
o
\6
aO
@ (f,@ o
o
r^
.E
F r<
o
5
()-:t
v v IJ
c.l
r..t trr IJA
i=a t
(t
\o
o
\o \4 (r
o
\41
o
\4t
o
\(t
z -o
EFE E
CJ c
-o
(!
cl
IE
(J
d,at E 3
ct E EI
a:t c,3
FF
z.=z 2 z.z.z.
z o
tr-
TI G
l,c
9 e
tU
o o +@
G,
o
tu
.tt
L o l,o 3
c (l,t,3 tt
(u
aEt
*
Er tr
b-
It)g
L o ar
G
=
o rt\.+t\
t
g!c
L
o c
L o .L,
tu
=
o u\+(,
*
gr c
tr-
ct c
!-o 3 o v,
t\
I ct
=o .fJ
+t
q,
IJ o
E
i
E
;q
lU q .-1 !
CI .l-f d t o
'd +'\g
ct c
lr-
q,c
L o +,o
=
o tn +r\
*
c
L
o c
t-o t,o 3
o lrt +\o
4Z t\(1 r\N t\
<i ('t I
<l (\l t\l -l t\
tl ll -{l
u _El I Bll I l:l sl
6;1 5l
3sl 3l H€I .I ;i ot >{- 0rl l,l :-t E +tfl jll ol q Cl crl F.!I I O-l el uJ -cl -l
Hfl.q
t!o
I
-l "'t
F ttl Itl
o
-, 1 ^l
o z
F
o o-ul
J
a o
RI
Aai
qrl
lr.l F
o
\o
r.r\
cl
t:
!r l-
Er
:;gr
o z
@ o -
q,.G (]ur
a- lll
-a 2D .-=rct gfr
ia -J .EE
3=AE cr3
EC5 F<5 E=E3 92 t8
ffi Hle-a,srGl ffig etffi e€-'=-,!:+g
tl
JI NI q'o l cq >l lol
qJl
cl!l
H3l
a .l qLl l=t
t+l (, .. I > cl c!l
{, }rl g<l
ti rl ll ll tl
I
I
I
t
I
I a z,l
CEtr vl '-i 'l
'o :t
o
IJJ
o
o-
qt
d.
@
E o ln c E o
F
tu t-I $.o -
t
{D
@ tt
E
o
e g
n
(J
C'
c
o o EI
(D
o
@ o g
c o
o
o
*q -o
:s o6 s9
tr
lJ
c o
o
q
tD (D
6
@ cl!
C o
J s
ul F
4 z o
F o
o z
;
9 *
L!
g.l
CE,
<n (D o
F
cc o o-tu
ct
att ut r(
(9 o
CE o-
-o o=.4;i;
do
d'i trtr
o
€(,
o
o o
E
tt (D
l!
E o
]
d
o
E= S.E
E I io
s!!E c:- o g;EE
i: o- @ E5:5 :gr:to g:E.
::!-o
-oE E i
=(Doi E:t€
E 9i;
9.E EF :YO..;E;;E ;o:.g:o-D t:oqr
: E d':o E.= -P
EgcEE
I=-s€q Ei;: f
; g; i E
C z 4 o=9 s::=
^s^E;,JP aud9:3I c >9
i:58€
-==Y=
f,i: o 9 ) .. ^t:;E-'iE
=,::do-
o
E
o,
(J
E
;
o
orl
.a:
=.cro
-:=
H
6
.tl
!c o v,
L
tU
I t-l>
;13 lc fi-lo
l>(.'
i- .€
l(0 l> +,is-[--aJ .t
T'c a ('r>
q
>. Ll
o )r o-
ct.L
ul
*z -cot o'tr-
o o CT'(n \o (n
*z
62t-
98
o o
)65 -z<t
@
rtt
o
o
r<
o
5
>J
tJ\sl
({
a!
N
iua'
(l
\at
o
(n
o
6r
2 +o
Exf E
O rlrt -
a5 t 9
(jt E a3 c.
EI
r!>FF =z z.
z o
(J o
+
=l t-l
ol cl
Ll o!+'l (gl
=l
ol rt\l +l r\l
*l
orl si
rr- i
I ru!EI -t Ll (lJl .r!
OI
=l -t oi 9i 7 l*-'
<i
I
orl El I1
r.r- |
I {Jl
Ll oi
ol ]l
I
ol Lni +\4)r
I €l f\l Ez
(D
F
I lJ\l F-i (rrl
i
i
ll il tl tl il acrl zot I tr 'ai I u-t I H:l d d!l !l
=€l
g
Y vrr q
( ,ni oi fiti I
HEi *-Ei 6 rll
_l €i q
'! c, cI FOt I O-'cl Ul -Cl -i Es s dE|El
tr-o
F ut
UI
'.u,
I grl
rJ\ |
I
ct
F
CT o
ul
J
o
6r
(!
qr
gJ
F
o
o z o o a
T:
!r tr
gr
:;€r
\o
Lar
@
U'
c.i fr .-Ul .-=
sH :, -r .sE r=8Y c!8
-<5 A<5 a=EJ 92
c)Ei
Eryr ffiF;ffi€
c lP
I
I
I I
I l\O l({t(\l qo
f,@
a,>to <!l|E El-+{o rrl -to {(-'
ul ql->L to \(t>rJtc
l\o
z
@ Y l)z
ci i-
i\
NE
$l
$'
C't\
N:
'N
;
N
tu ffi \wl .!F:te{rc
rF-.->
o o
o st
O!
!.
F{
o o
o
sl.or>\t{,-l .u q .d t Fl
F{o t{A
.tJ . .d C .dO oo Eo qO oo rf OG) o r H '-'l Fq . Cl 4 O to Ft
oFl e,o..t rD Fl +JO €..1 .Fl +J oh c o fn g ,-l sr C.p r- d .tt $to rl r{ '{ ft: $F{AA N
r rrl ' o oo lo o oo lo
o oo lo (D O FtO l.q O tn F{$ lor N - l-ro "-t l-{nt
,zii
iiE ll its I :2,
'F,l tz ii
tt(J ll it!D
it" il
1l--lt rl(a ll nztl Ioll
ilE ll
rtuJ tl
il" ll iil iltl
ll ra !l ,tril
ii"il litl !r-lt iill i|l
iltl
iltl
il.,ll
ll:r ll
l, !r ll rl< ll
i> ll
tr u, tl t'-ll
ti-tl
iltl
ilil lIl iltl iltl tT-t
ll'"ll otl llzll ll u,ll
ltrE tl
ilHti ll|rl ll
ii"ll I tl tHl
ll-ll
iikll
iio li iltl
box 1O0
vail, colorad'o 81657
lsr3l 47e5613
department of community development
January 12, 1978
Eagl-e County Planning Commission
Eagle CountY Courtbouse
P-O. Box 179
Eagle, Colorado 8l-631
Cornmissiotlers :
The Town of Vail Planning CornmissioD has reviewed the
Eighland lleadorvs proposal and recommends approYal rrith the
fol'lowing conditions :
1. ) That great care be taken in the construction
and revegetation of the roads on the site.
T[e suggest that sufficieut money be escrowed
or that performance bonds be required to
guarantee that the landscaping and drainage
is adequately completed. We also encourage
tbe County to carefulLy supervise constructioD
of site lmprovements.
The cut fi1l. situation caused by Vermnt Road
crossing the large drainage in the center of
tbe property combined witb the severe cut
situation iuunediately west of this drainage,
at the. intersection of thls road with Vermont
Court, creates a high visual impact. Extreme
care and supervision of road construction
and revegeration in this area should be
exercised. Easing the 1 to 1 banks along
Vermont Court to 2 to 1 may help ensure
a more rapid revegetation.
2.> That building envelopes be placed on all' steep
lots and that ttrese envelopes appear on the
Iinal PIat and in the Protective Covenants.
Re Eighland Xeadows
3.)
4.>
5. )
6.)
7.)
Page 2
Tbat adequate fire protection be
provided. The Vail Village lfest Water
System cannot provide fire protection to
tbe Upper 14 lots because of tbeir blueline
at elevation 8O8O'. The applicant has indicated
that tbe blueline for tbe Intermountain lfater
District is approximately 8,170'whicb would be
adequate, but should be verified.
Tbat the 42 inch fence recommended by the
Technical Review Committee be dropped. We feel
that this fence will do littIe to protect the deer
or e1k. Instead of this fence, we would recommend
that no dogs be allowed in the apartments and that
dogs be allowed on the upper lots only with
the provision of kennels. There should also-'be
strict .dog control measures provided'in the
Protective Covenants.
That tbe size of required parking spaces and
road surfaces be reduced to a11ow for less
pavement and greater landscaping. Ife suggest
that the parkiug space sizes be reduced to 9 feet
by 19 feet and that some allowances be giveu for
the provision of mini.-spaces. l{e also recommend
that the roads servicing the duplex lots be
reduced to 22 feet pavement width witb 2 foot
sboulders on each side and no provision of parklng'
curbs, gutters or sidewalks along the sides of tbe
road. The recorrnendation assists in roinimizing
cuts and fiIls. This reduction makes it extremely
important that accessible and adequate off-street parking be provided for all of tbe duplex Lots.
That the radius of eurve leading into the main
parking area on the l-ower part of the site be
iucreased to aIIow for better accessibility
into tbis parkiDg area.
That a cross-country ski trail across the site
be provided and maintained by the deveLopers.
An easement for tbis trail should be provided
and sbown on the Preliminary Plat -
8.) Tbat alL utility easeFents be shown on the
Preliminary Plat.
Page 3
Tbe Vail PLanning Commission feels that the densities bave been reduced. substantially and are acceptable. Ile are'confi.dent that this development can work, but urge that extreme caution be takeu in aLI phases of construction- We urge that the developer and the County take all rneasures necessary to insure that as little destruction as possible is done to the natural environment.
Sincerely,
VAIL PLANNING COMMISSION
Ed Drager
Chai.rman
ED/dl
EAGLE EGUhqTY
"EAGLE, CULORADO 81631
TELEPHOT'IE 303/328.731I
BOARD OF COUNTY
cor,1r., 55ro N E R5
Ext 241
AD}' IN I5T RATI ON
Ext 241
ANI!',AL SHELTER
949-4292
A55E550R
Ex7 202
BUILDII'IG IN
INSPECTION
E tt 226 ot 229
CLERK &
NELL,XIJE.l(
Ext 217
COUNTY
ATTORNEY
Exl 24?
ENGINEER
Ext 236
ENV I RO N I,l E NTAL
HEA LTH
Ext 238
EXTENSION
AG ENT E\t 247
LIBRARY
Ext 255
PUBLIC HEALTH
Eagl€ E rt 252
Vzil 476-5844
PLANNING
E 1 226 or 229
PURCHASTNG/
PERSO NI'IEL
Ert 245
ROAD & BRIDGE
Ext 257
SHERIFF
Eagle Ext 2l I
Basall927-3244
Gilma n 827-5751
50crAL SERVIC:5
328.6328
TREASURER
Erl 20 |
July 11, 1979
l(athy l,larren
David Pee'l
P. 0. Box 3370
Vail , Colorado B'1657
RE: Fi'le # G-56-70 Determination of
Setbacks, Lot 10 Highland Meadows #'l
At their meeting on Ju'ly 9,1979 the Board of County Commjssioners
determined that you may have an 'l 8 foot front setback for the re-
ferenced ]ot instead of the standard 25 foot setback, because the
Highland l4eadows covenants do not, as yet, address setbacks and
because your 'l 0t posseses unusual characteristics. All other set-
backs shall be 12.5 feet.
t/
nA*-- .\..'.;--?,2-*
Susan Vaughn r'
Pl anner
SV/cp
cc: Board of County Commissioners
\
q
3 f
3r'(,,
Davld 11. ?ee1,
Kathy'l'trarren,
P.O. Box llJO Vail, Col-orad.o
3o3 l+76-l+506
Architect
Designer
8a657
Boa=d. of Cor::ety Conmlssioners i:gie tcr::ri; P].euing Depert-eni D n En'v 1?O
I::1e, Cclo=e.do 81531
i?Tll:
June 28, 1979
RECEIVED
JilN Jg t979
. :,.n, It utsnning t De,si ;;rta. Cr-q1sfu. ilgr. -.
- -:_
R9: Lot 1-0, Eighland Meadortrp'I' Eagle
Or.'n€FSi i'!r. Jeff Eouston and }fr.
Dear Board. of County Cor:r'rrlssloners;
end Mns. Jls Cotte:r.-
!1ease l:lclude the abor;e :nei:iioneC project on the agenda for
';::e .Tul"y 9, 1979 meetin6 of the 3oard. of Corniy Corraissioners.-;.'e '':i,sr: to discuss ttre minlnun setback reo-uirements of this
Plr:red Unlt Developnert er:d the posslbilliy of obtainlng a
setback varlance, lf necessary.
fhe site, i{hisb is long and
Road, ru::nlng the length of
seibaclr is required., making
narrow, lras a Local streetr Vermont -
the site. 'f:rerefore, a front yard
the e-l-Lor.rab1-e bullding rvidtn excep-
tional.)-y ::rarrol{.
-
Dre to the deslgn a-:ed Location of the proposed buiiding'a:ecl-' '.--:-=--:-:'':'.
tbe d.eep roed cit elonc the slte, a f:r'bnt- setback varlance wll-L ::- i . '
noi have en edverse affect on the-adjacent prope-rii-e.sr..4o.4,o4:,,---::-!a ---i.r.-
;3.e 'r'e:ricul-e:. treffic on Ve:'sont Road.. A1 so, because L'ot 10 = ,:,.^,:;-ls tl:e only siie 1n llighland l'ieadotrs I, rvlth thls conditionr ald.
since the site ac?oss Vermont Road is open spacer' a_.f1ogt's-et:,. -.. ., -fi--
b:cl: rr=:"ir-nce r.rill not e.lter the intent of the l'lester P1ari.-i'
l:^-:-,1: --oi-: lor your consideration.
.j :. .' .\
'*qg-:''
}lIGHLAND I,IEADOIIS FILIIIG S2
COST ESTIMATE FOR ROAD COIISTqUCTION
ITEI.I DESCRIPTION UIIIT QUANTITY
UNIT
PRI CE COST
I
I
3
4
5
6
7
Unclassi fied Excavation
Emba n kment
19" csP
Gravel Surfacing
Asphalt Concrete
Ri p Rap
Revegetati on
c. Y.
rY
IF
Ton
Ton
c. Y.
s. Y.
9,300
9 ,300
.l50
4,600
'l ,31 0
6
6, 500
I l,so
'l .00
'18.00
5 .00
25 .00
20 .00
1.00
TOTAL
$13,950
9 ,3oo
2,700
23, 000
32,750
120
6,500
s88,320
FtlrF-#
EAGLE
nEconD
MEETINO
' i-l I (:lll-..i'.;D )!;ADOI.JS
ItOA!WAl'
:;PECIFICtrTICNS
SECTION lrOO - EXCAVATION
SPTCIFICATIOI.S
PAGE 1
t
1
I I
1.01 DESCF IPI I ON
IHIS IJORK CGNSISTS OF THE EXCAVATION AT'ID DISPOSAL OF ALL
fiATERtAL l{HICH IS ENCOUNTERED IJITHIN THE LtHITS OF THE tdoRrr
NECESSARY FOR THE COhSTRUCTION OF THE ROADHAY IN ACCOROANCL.
IITH IHE SPECIFICATIONS ANO IN REASOI,jABLY CLOSE COT.TFORNITY
hITH THE LINEST GRADEST SLOPES aND TYPICAL CROSS SECTIONS
ShOhN 0N THE PLANS OR ESTABLISHFD Oh THE SR0UND. ALL EXCA-
VATION YILL BE IUNCLASSIFIED' AND tILL INCLUDE COHHONT ROCKT
SHALET llUCKr B0RRolJ EXCAVATION AND GRUBBING.
1.02 COT.JSTRUCTIOI{ REOUIREfiENTS
rHE EXCAVATION FOR THE ROAOTJAY SHALL BE FIT'IISHEO TO REASON-
ABLY SI{OOTH ANO UI.IIFORN SURFACEST NO I'tATERIAL SHALL 8E
KASTED gITHOUT ThE PERFISSION OF THE ETJGII,IEER. IXCAVATION
CPERATIONS SHALL BE CONOUCTEO SO THAT IIATERIAL OI,TStOE THE
LINITS OF THE SLOPES HILL NOT BE NIST|.,REED EXCEPT I.JHEN
SPECIFICALLY ALLOIJED BY THE ENGINEER. PRI0R TO TFIE c0n-
I.IEIICEhENT OF EXCAVATION OR BORROI OPERATIONS II{ ANY AREAI
ALL NECESSARY CLEARIN6 TN THAT AREA SHALL }.IAVE FEEN COFl.
PLETEO.
lHEh RoCK OR SHALE lS ENCOUNTERFD IN THE aASE COUPSC. ELEVA-
TION IN CUT SECTIOTVST SUCH ROCK SHALL 8E EXCAVATEO TO AT
LEAST THE BOTTOII OF THE PROPOSEN BASE COURSE. IJHEN OVER-
EXCAVATION OCCURS IN THE COURSE OF RETUIOVING ROCXr THE
EICAVATION SI1ALL BE BACXFILLED LJTTH A SI'ITABLE EITBANXI'IEI!T
F,ATER IAL IN ACCORDANCE IJITH SECTION 2.O2T I EtrBANXFENT
C0NSTRUCTIOI.J REeUIREI.IENTS I r
BCRROI{ NATERIAL SHALL NOT BE PLICEO UNTIL AFTER IHE ROAOI{AY
EXCAVATION HAS BEEN PLACED It.I IHE FILL UNLESS OTHTRL ]ISE DIRLCIEO. IF THE COITTPACTOR PLICES IiORE gORROb.ThAI.j IS RE-
EUIRf O AI'JD THEREBY CAIJSES A !ASTE OF EXCAVATIOftJ !4ATI.RIAL T
IHE AI{OUNT OF SUCH IASTE UILL BF OEDUCTED FROfi ThE BORP6I
VOLUI'E AS NEASURED BY THE ENGIT\IEER. ALL BORRC} AFCAS SHALL
BE CESIGNATED AND STAKEO BY THE ENGINEER ArvD CRoSS SECTIOiTS
TIUST BE TAKEl! BY THE ENGITJEER PRIOF, TO THE EXCAVATIO}.J
OPERATIOI',IS. THE FTT{ISHED BORROIJ AREAs ShALL BE ExCNVATEo
APPiOXIFIATELY TO LIT,IE ANO GRAOE ESTABLISHED A:',ID SPECIFIEDT
A?'tO SHALL 8E FINISHED SFTOOTH ANn HIIHOUT DEPRESSICiTS THAT
l'3Y COLLECI I{ATER.
=_. __ :_r€. -. . -=._.
AI"Y EXCESS EXCAVATION SHALL iC T,NSTCO ON THE SITE IN AtI
A'if A OESIGI.,IATED tsY THE ENGIIJEER.
\
!i
E
I
1.05
1,olt
A.
SPEcIFIcAIIoTTS
PAGE 2
|IHERE EXCAVATION TO THE 6RADED SECTIOTJ RESULTS tN A SUB-
GRADE OR SLOPES OF UiTSUITABLE FTATERIAL T THE ENGINEER IIAY
REOUTRE THE CONTRACTOR TO RE!4OVE THE UNSTABLE IIATERtALS ANO
EACKFILL TO THE FINISHEO GRAOE l.;ITH APPROVED NATERIAL. SUCH
OVER-EICAVATIOT\I AND ETTBANKiIENT SHALL BE NEASUREO EY IHE
ENGINEER ANO PAID FOR UNDER THE EXCAVATIOIJ ANO E'{BANXIIENT
ITETiS IN THE COIiTRACT.
FINISHTIJG
FINTSH IIORK SHALL BE OONE Ih PROPER SEOUEiICE IITH THE OTHER
0PERAIIoNS INVOLVED. IJHEREVER PRACTICABLET CUT SLOPES
SHALL 8E ELETJOED |ITH THE AOJACFNT TERRAIN BY ROUfuOING OR
SHAPING AS DIRECTED.
SHOULDERS ANO DITCH BOTTOTIS SHALL BE CUT TO ETIIITNATE UNEVEN
OR RAGGED LINES AND TO ENSURE 6oOD ORATNAGE PATTERl'IS UTTHOUT
DEPRESSIONS OR HUIIPS.
BACK SLOPES SHALL BE TRIHTEO TO ELIIIINATE UIUSIGHTLY DE-
PRESSIOi'jS OR HUflPSr AIJO SHALL BE BLENDEO AT PIPE ENOS aND
OTdLR STRUCTURES. HHERE PRACTICABLEI THE FINISHING
OPERATIONS SHALL BE CONOUCTED AT RIGHT ANGLES TO THE SLOPES.
SUBGRAOE FOR THE ROADIJAY SHALL FE IIIHIN 0.2 FEET OF IHE
PROPOSED gRAOE.
DEBRISI BOULDERST OR REJECTED I,!ATERIAL SHALL FE REI{OVED AF{O
DISPOSEO OF AS DIRECTEC.
FINISHING TJORX IS CONSIDERED A CUBSIDIARY OPERATION IO OIHEF
ITEHS OF IIORK ANE IiILL NOT BE P^ID FOR SEPARATELY.
TIEASURE!{ENT AND PAYNENT
NEASURENENT . THE ORIGINAL TERFAIN HAS BEEN CFOSS SECTIONEC
BY THE ENGINEER ArlD THESE CRgSS SECTIONS 1ILL BE USEO Il{
CONPUTIN6 PAY VOLIJF1NES. THE ORTGIT'IAL CROSS SECTIOT{S IJILL BE
FIADE AVAILABLf TO THE COI.JTRACTOR FOR II.ISPECTION. I{EASUPE-
P4ENT FOR EXCAVAT IOf,I ANO SORROI/ OUANT IT tES IILL BE TO THE
',JEAT
LINES AS STAKED IN THE FIELD BY THE ENGINEER. VOLUI'IE S
TILL AE COHPUTEO FROI1 THE CROSS SECTIONS BY THE AVERAOE EI"IO
ARE A TiETHOD .
AUTHORIZEO EXCAVATION OF UIISUITaBLE FATERIALS BFLOtT GRADE
ANo 0F nATERIALS REHOVED Il'l AUTHOFIZED BLEirDltlG AND SHAPING
OFERATlONS iiILL BE T'EASURED SEPARATELY AF.IO VOLTJIIES COITPUTED
BY THE AVERAGE ENO AREA IIETHOD.
.'1 -$glt- =" "A
..-) 4- " ': - 3--
PAYT{ENT . PAYTIENT FOR ALL UORX INCLUOEO tN TI{IS SECTIOi,I ITLL
BE hADE AT THE COTTTRACT PRICE PER CUg IC YAQD OF 'UIiCLASSI-FIEO EXCAVATlOIJI INCLUDEO II{ THT 8ID SCHENUTE CF THE
CONIRACT.
.:€,+;-.G'-=',
B.
t-
SpECIFICAI t 0;rS PAGE 3
fHE PE'r CUBIC YAkD PRICE FOR UNCLnSSTFIEO EXCAVATI0N TJILL
lNCLUOE EXCAVATINGT RIPPIIJcT HAtrLIfuGr SpREADIt;Gr FI|l.'ISHIr,tG
At\]D ALL NECESSARY EoUIPHENT r I AgOR AND f,lATEF IALS T0 COHPLETt
THE tdORX.
-*,
l:
SECTI0i,, 2.F,TGI 1
SECTION 2rOO - EhOANhHIENT
2.C1 OESLRIPTIOIJ
TIIIS TORK COI,ISISTS OF EItBAt.IKHENT AND coItPAcTIoI{ oF ALL
HATERIAL ITECESSARY FOR THE CONSTRUCTION OF THE ROADUAY IN
ACCOROANCE dITH IHE SPECIFICATIoNS AND IN REASoNABLY CLosE
COIvFORMITY t{ITH THE LltlESr 6RADEST SLoPES A}JD fypICAL CROSS
SECTIOfuS SHOI.JTJ ON THE PLAT.IS OR FSTABLISHEDT THIS IORK IN.
CLUOES HAULINGT PLACItIGT IJATERING ANO COnPACTING AL-t
TTATERIALS IO tsE IT{CORPORATED IN ROAOI'AY EHBANK!'lENTS A:JD
OTHER BERNS AND FILLS TdAT TIAY FE REOUIRED TO BE CONSTRUCTLTJ
ANO ALSO INCLUOES PREPARATION OF SIJRFAcES ON h'HIcH EPBAhK-
fiEhTS ARE IO BE PLACED ANO IJASTING OF FATERIALS UI\JSUITABLE
FOR USE.
2,02 CONSTRUCTTON REOUTREPiET.,,TS
TRELST LOGSr BRANCHEST STUIIPST FROZEN EARTHT HEAVY VEGETA-
TION OR OTHER UNOESIRABLE IIATER'ALS SHALL t'OT BE PLACEO IIJ
t HtsANKl'tENTS. EXCEPT rHERE PERIIlTTEO BY THE ENCItf ER. THESL
tJilDLSIRAELE IIATERIALS I{AY BE PLACED IN THE TOES OF E'JEA'IK.
PiENTS THERE THEY ARE OUTSIDE THE POAD PRISXT IJHIC}I IS DE'
FINED BY A I'IIO l SLOPE PROJECTTO FROH THE SHOULDER OF
THE ROAI]I/AY! PROVIDED THAI THEY ARE COVFRED BY AI LEAST ONE (1I FOOT OF EARTH. ALL EXCESS OR UIiSUITA3LE ISATEhIAL THAT
CAitI'JOT BE USED IIV EHBAIIKI.'tENTS SFALL BE DISPOSEO OF AS
D I RECTEO.
TJHERE EI'TBANKIIENTS 0F Lf SS THAN THREE (51 FEET BELOb, TOP 0F
SUBGRAOE ARE IO 8E fiAOEr ALL SODr ROOTST STUttpS Ar,rD VEGE-
TABLE t{ATTER SHALL BE REHOVED FROI4 THE SURFACT UPOiJ hiHICH
THE EFIEATIKI'IENT IS TO BE PLACEDT AND THE CLEARFO SURFACE
SCARIFIED TO A OEPTH OF AT LEAST SIX (6I INCHES. THE SCARI-
FIED SURFACE SHALL THEI{ BE COIIPACTED AS PROVIDED FOR
EfiBAIiKIIENT COI'IPACTION IN TFIIS SECTION.
IhEIT EP{BAI'IXFTENT IS TO BE PLACEO ON I.TILLSIOES IJITIT NATURAL
SUOPLS THAT AF'L SIIEPER THAN 2 rO 1r THE ExtSTIrrc SLOP:
ShALL BE FEI.ICHED EEGIi.t;IIiG APPFOXII,,ATILY TEI,J ( 1O '
FLET IfJ-
SIOL THE TOE OF Ti.tE SLC.PE AIVO COIITITJUIIJG'..ITh EIGIIT (A'
FOOT IJIDE BENCHES L'P TO;ARD THE SHoULDER OF THE FTLL. THT
EXCAVATED I'ATERIAL FROII THE BENCH ST{ALL BE TJORKED DOh?J
TOHAPD THE TOE OF THE SLOPE ATIO CCI'IPACTED AS SPECIFIED ITI
SECTIotJ 2.05. THE LCCATION Ar'{D ExTEhrT OF BENCHII'JG SHtILL BE
OETLFFINED AY THL EIgGIIIEER. UHFREVER BENChI'T6 IS KEBUTREDT
PAYfiEIiT FOR T,XCAVATIO[1 AND FBIIAI.jX|1E'TT SHALL BE FILASUREO TO .] IiI,AT LINES OF THE BEI.ICHED SLOPE AS OIRECTED BY THE ENGI'JEEiI .
I.HEf! EhSAI.;FIIETIT IS 7O BE PLACED BY EIrO OUI{PINGT THE SLOPES
CF THL OFIGIhAL GRCUTiO SH!LL BE PI.Oi-EI] OP EJPP6P ITJTC FRJ.3d
TC LfdD DTJTPIhG HATERIAL.
!
2.05
2. 0t
A.
SECT1ofu 2.
PAGE 2
IHEIC LHIIAITKFEIrT IS TO RE COTJSTTIUCTt,C ACROSS IJET r SITAITIPY
GROL,TJO f HAT trILL NOT SLIPPORT THF tJEIGI-tt OF TRUCKS OR OTI{EP
EgUlPltL.NTr TFiE LOIIER PARI OF ThF FILL SHALL BE C0I{STRUCIEC
BY DUilPING CRI EARTH ANO GFANULAR FATERIALS IN SUCCESSIVE
LOADS TO A UNIFORFT THICKNESS THAT !ILL SUPPORT ThE EEUIP.
I1ENT. PRIOR TO DUIIPIN6T OVER-EICAVATION I{AY BE REOUIRED AS
PROVIDEO FOR IN SECTIOI.I 1.02.
COI{PACTI ON
EI{BAN|(IIENTS OF EARTH I{ATERIAL SHALL BE PLACED IN HORTZONTAL
LAYERS OF APPROXI'TATELY EIGHT (EI INCHES TI.TICKIJESS LOOSE
I1EASUREHENT AI{D SHALL BE COTTPACTEI} BEFORE THE NEXT LATER IS
PLACEDo EFFECTM SPREAOIilG E0lJIP,'r'ENT SHALL BE USED Or,l EACH
LIFT TO OBTAIN UNIFORFI THICKT,JESS PRTOR TO COI4PACTING. CON.
STRUCTION EOUIPI1ENT SHALL BE ROUTED UNIFORIILY OVER THE
ENTIRE SURFACE OF EACH LAYER.
THE EFlBANKFIENT ITATERTAL SHALL BF COFIPACTED IJITH SUITABLE
ECUTPI,IE'{T UNTTL A jJNIFORH DENSITY OF NOT LESS THAT.J NINETY-
FIVE (95, PER CENT OF 1X6 FAXIIT.IIIFI DETER}III,JEO BY AASHO T-99r
FtETH00 rCr r lS ATTAINE0T AT A IIoISTURE C0NTFNT OEf ERIIIIJEO
BY IHE ENGINEER TO BE SUITABLE FOR SUCH DENSITY. THL IATEF,
C0NTENI SHALL BE IiTCRFASED OR 0FCREASED OURING THE CoF-
PACTIOI'I EFFORT AS NECESSARY FOR PFCPER COI,IPACTIOhI .
IHEN THE EXCAVAIED IIATERIAL COT{SISTS OF ROCK FRAGFTEIJTS OF
SUCH SI2E THAT THE MA'TERIAL CAIJTJOT BE PI. ACED IN LAYE'IS
OF THE THICINESS PRESCRIBEDT SUCH TqATERIAL nAY BE PLACED lli
LAYERS trOT EXCEEOItyc THE AVERAGE SIZE OF THE ROCFSo EACri
LAYER SHALL BE LEVELEDT SHO0THE9 ANO cOr'lPACTED AS SPECIFIED
IN SECTION A.03.
THE ENGINEER |JILLr DUPITIG THE PPOGRESS OF THE UORKr fiAKE
TJEIYSITY TESTS OF COI{PACTED F.ATERIAL IN ACCORDANCE IITH AP-
FROvED FIELD DENSITY IESI F|ETHOnSr Il'lcLtJDtHG THE USE OF
PROPERLY CALTBRATEO_11-.-!.0^ rESrlNG OEVTCES.
T,EASUREIIEfTT AND PAYf'iENT
IiEASUREIiEI!T - THE ORIGiNAL GPOUt,,D CFOSS SECTIOIJS ATJO IHE
NEAT L'i$ES OF THE REOUIRED EPBAI.JKPENI SHALL BE USEO TO
EOI.IPUIE PAY VOLIJHT.S BY THE-AVEFAGE END AREA !IETI{OD. I'{E
GRI6IITAL CROSS SECTItTftS IILL BE f{OOiF IE0 THERE AUTHORIZED
OVER-EICAVAIIOh OR BEI{CHIt'IG IS FEGUIRfD.
PAYhtltT - PaYpTENT FOR ALL IdORX r?ICLUDED lN THtS SECTIOhI '.lILL
BE HAOE AT THE CONTRACT PRICE P€R CUBIC YARO OF IEI4BANI(FIEI{TI
IIi THE AIO SCHEDULE OF THE CONT9ACT.
Br
SE CT I0tJ 3.PAGE 1
SECIION 5,OO - CULVEIiTS AI..ID DRAINAGE STRUCTURES
5.01 OESCFIPTION
THIS JORK CONSISTS oF THE C0i\STRUCTION OF PIPE CULVERTST
RIPRAPT AND OTHER APPURTENANCEST INCLUOING ALL EXCAVATIONI
BACKFILLT BEODING ANO OTHER NECESSARY IJORK FOF A COI{PLETE
INSTALLATION IN ACCORDANCE IJITH THE SPECIFICATIONS ANO AS
SHOIN ON THE PLANS OR AS ESTABL'SHEO BY THE ENGIIIEER.
3.02 fIATERIALS
THE CULVERTS SHALL BE EITHER CORRUGATED STEEL OR ALUI{INUN'
A, CORRUGATED ALUITINUIT PIPE
1HIS PIPE ANO COUPLIIJG BANDS SHALL CONFORf{ TO THE REOUIRE.
HENTS'OF AASHO iI196I ANO AASHO FI97 FOR UNOERORAINS' PIPE
THICI(NESS SHALL BE DETERITTIJED BY THE APPROPRIAIE TABLE ANO
OTHER REOUTREF1ENIS OF COLORADO HIGHIIAY OEPARTTENT STAI.JOARO
11-603-il.
B. CORRUGATEO STEEL PIPE ANO PTPE ARCHES
THESE CONOUITS AT{O THE COUPLING BANOS SHALL COI,IFORN .TO THE
REOUIREI{EI'iTS OF AASHO 11 55 EXCEPT FOR T'{E FOLLOUIIi6.
1. BASE I.IETAL FAY BE HADE BY THE OPEN HEAFTHT THE BASIC
OXYGEN OR THE ELECTRIC FURT'JACE PROCESS.
2. CORRUGATIONS AI.JD !II|'JII{UI'i GAUGE OF
"IATERIAL
FOR COfuOUIIS
ANO EIYD SECTIOhIS SHALL BE AS SHO*II ON TI{E PLAI'JS OR OI{
COLORADO HIGHTAY DEPARTHEITTT STAITDARD P-603-TI .
PIPE ItITH hELtCAL CORRITGATtONS FORHED tITH A COhTiNUOUS
LOCK SEAI{ SHALL CO}JFORr, T0 AASHO t/t 36 UITH THE FOLLOLTIIJG
ADO I TI ONS.
ThE SEAF'lS SHILL BE FABRICATED ltl SUCH ilAt\,il,lEF AS:rOT
TO AFFECT THL SHAPE OR IICPINAL DIAHETEF OF THE PIPE 3F IVOT
LREATE AI,I ELET'Et{T OF hEAI(IJESS TN ThE PIPE.
COlvtiECTIrrG BAT.DS F0R HFLTCALLY cORRUGATEO PIPE
St.IALL CONFORI{ TO AASHC DTSiGNJATIOIJ F{ 156.
C. THE BUTT-;ELOED .JOITVT IILL BE ACCEPTABLE IF A GOOU
IiELO tS PEFFOR!'IEO ANO JAiTAGEg SPELTER COATING IS SAT]S.i' :i . F'.: FACTo.RILy REpATRED As "spEcrFIED HEREtN.
D. SIUEO ETVOS AILL BE PERUJTTED PROVTDEO ALL BURCS
AFE FEI'OVED'
3.
A.
e.
E.
SECTI0\,r.
PAGE ?
THE AI'J6LE B€TI'EfN THE COFRUGATIONS AIJD THE LOI.,JGI-
TUDINAL AXIS OF THE PIPE SHALL RE ITOT LESS THAT,J q5 DEGREES.
PIPE I'IAY BE FABRICATED IJIT}T RESISTANCE SPOT IJELDS IN
CoNFoRhITy tITH AASHO DeSIGI{ATInN m e09 HITIi ThE foLLOUING
ADDITIONS.
THE IIETAL SHALL BE DRAIN TIGhTtY TOGEIHER AT THE
SPoTS THERE yELDS ARE HADE.
THE SPOT IJELCS FOR LONGITUOINAL SEAITS IIAY BE
LOCaTE0 ltl THE VALLEYS OR CRESTST OR CN THE TAI'IGENTS 0F EACtr
CORRU6AT I ON.
$o
Ar
8.
r-
I.:
:
j
Cr
O.
IJHERE DOUELE UELBING IS NECESSARYI
SHALL NOT BE CLOSER IHAN 2 SPOT IiELO NUGGET
CENTER IO CENTERE
AT LEAST 0.6 OZ. PER SOUARE FOOT OF
CoATING SlrALl- BE RETAINED ON THF SPOI IJELOT
BY LABORATORY TESTS.
AOJACENT TELOS
OIAHEIERS FROI|
THE SPELTER
AS DETERI,I]INED
E.
Fo
THREE TENSIOT{ SHEAR TESTS SHALL BE NAOE FOR EACH
RTPLACEhENT OF IIELOING ELECTRODFT
FAgRICATOR SHALL RECORD TEST DATA t.ITH IEST iTTJHEF}TT
TJATET SHEET GAUGET ANE BRANO CN A liORK SHE€T ANO HAVE THE
SHLET STGIiEO BY THE HELOING ITACHINE OPEFATORO
FAERICATCR SFALL I,IARX EACH LENGTH OF PIPE FA6P, I.
CATED UITH THE IDENTTFICATION NUFBER OF THE CORRESPONOIN6
TENSION SHEAF TESTS,
COTvNECTING BANDS FOR STEEL PIPE FABRICATED FROfi 3Il'l .
X 1 IN. CORRUGATIOh f{ATERIAL SHALL CONFORil TO THE FOLL3dING
TABLE r
G.
5.
PIPE OIATiETER
3O IN. ThRU Eq IN.
90 IN. TI,PU 96 IN.
102 lN. THRU lCB lH.
llINIf|un lJIOTH 0F BAl,lD GAI IGE
15
lrt
72
1r. llt.20 Iig.20 It'l .
SHOP-FOKTEO I.LLIPTICAL PIPE SHATL BE FURNISHED TJHLRE SPECI-
FIE0. FILLD ELONGATI0IT !JILL BE aCCEPTED aS At! ALTEFTATE r0
SHOP ELOTTGATIgN IHEN OONE IN A T.:EAT SOFTTIIANLTXE !1ANNER.
,SPECtAL FTTTITJGS AT,ID ELBOTJS FOF-THESE'COIiDUITS SHALL BE OF
THE SAHE GAGE AS THE COI{DUII TO ltFICH THEY ARf JOIiIEOe aND
Sl.aLL COhF0Frt TO THE aPPLICABLf REOUIFE'C''lTS 0F aASHC !t 36.
3. 03
SEC T I0lJ 5.
PAGE 3
LXCAVATIOT{
rREICHES AND CHANNELS SHALL BE FXCAVATED AS SHOI{N ON ']THE
PLAICS OR AS O t RECTEO BY THE EiV6 T NEEF . UNLESS EXCAVAT X ON I S
REAUIRED FOR THE INSTALLATION OF A BASE OR BEDDING }IATERIALT
OR THE ENGINEER PERI{ITS EXCAVATION BELOI'I THE BOTTOfi OF THE
PIPE FOR FOUNIDATION IFPROVEtIEllf . IHE TRENCH SHALL BE EX.
CAVATED TO 6RAOE SO THAT THE PIPE OR STRUCTURE I{AY BE
II'JSIALLED Ofu UNDISTURBEO EARTH. EXCAVATION FCR STRUCTURES
SHALL BE }IADE HITH APPROTIHATTLY ONE I1) FOOT CLEARANCE
OUTSIDE OF fHE FOOTIITGS OR iALLs. EXCAVATION FOR CHATTNELS
ANO DIICHES I.ITH SLOPIIT6 SIDES SHILL B€ CLASSIFIED
TUNCLASSIFIED EXCAVATIOTJIT ANO INCLUDED IITH THAT I,TEil IN
THE BID SCHEDULE.
li
ii
I
IHERE POOR FOUNDATION CONDITIOI.IS ARE ENCOUNTERED AT
CHANNEL OR TRENCH EOTTOIIT THE ENGITJEER I{AY AUTHORIZE
fIOt'tAL DEPTH OF EXCAVATIONT ANO SUCI{ SUB-EXCAVATIOiI
CLASSIFIEO AS IUhCLASSIFTED EXCIVATIONI.
EXCAVATED FTATERIAL IIHICH CANNOT BE USED tI{ BACKFILL
Tl0l"S SHALL BE INCOP.P0FATEO IN 0THEF P0RlIOIJS 0F THE
OR.!ASIED AS DIRECTEO 8Y TrJE EI'JGITit.ER.
THE
ADDI-
SHALL 8E
OPER A -
r ORK r
AT LOCATIONS rHERE SIAIIDlNG OR RUI'JNING l{ATER lS PRESET'lT IN
OUANTITIES hHlCFl |OULO INTERFERF IdITH fHE PFOPER ItuSTAt--
LATIOil OF THE STRUCTURE OR SATURATE THE FOUI'.JOATIOU FATERIAL.
tHE SITE SHaLL BE DE-l{AlERE0 At'lO TFIE EXCAVATION FROTT CIED
FROIi DAI.lAGE.
3.Oq FOUfuOATIONS AND B,EDOING
IHEREVER PRACTTCABLET AND I'l-iERE BFDDIfTG FIATERIAL IS NOT
SPECIFIEDT THE INSTALLATIOf': SHALL tsE I'IADE ON UNDISTURtsED
ttAILRIAL. TJHERE CHANNELS OR TRENCHES HAVE BEEN EXCAVATEO
EELO! TqE BOTTOFI OF THE STRUCTURET BACKFILL SHALL BE PLACEO
IN LAYERS OF APPROXIIiAIELY EIGhT (8) INCHES IN THICXTTESS
ANO EACH LAYER SHALL BE Ut';IFORFI Y COIIPACTEO. THE LAST SIX
I6I INCH LAYER OF ITATEFIAL EELOIj THE BOTTOF OF THE STRUC.'
IURE r 0R PEL0b' THE BOTTOI. 0F THF FEf DI i'lG IATEFIAL IF Rg-
EUIREDI SHALL BE CONPACTEO TO A OEIVSITY OF NOT LESS THAh
tiIIILTY (9OI PER CENT OF itAXI$UT. DEi.isITY AT OPTIF'IUF FOISTURL
COhTENTo
BEC'OING FtATLRIALT THERE RfCUIREf, aS ShOft,'l Orv IHE PLAr.'tS 0R
rHEKE SUB-EXCAVATION IS REOUIREi BECAUSF OF POOR FOUI\OITICTI
COI.JOITIONST SHALL BE PL!CEO AS i.) IFECTfD BY THE EIJ6IhEfE AIJL
IILL B€ CLASSIFIED AS ?BEOOING gATERIILI. THE HATERIAL
SHALL BE CRUSHED ROCX OR PIT RUfu GRAVFL OF APPRCXI!'IATELT
L-L/2 lilCH ICAXII.!Ul4 SIZE.
3. 05
3. 06
Ar
r n?
B.
LAYING AliO r0Il{IrjG COt\jDUtT
THE COIJDUIT LAYIT.IG SHALL BEGIN AT ThE DOHTJSTREAH ENO OF THI,
CO'!I.JIjIT LI[.JE. THE LoUER SEGHET',IT OF THE CONDUIT sHALL 8E IN
CONTACT IJITH THE SHAPED BED THROUGHOUT ITS FULL LETiGTHI
FLEXIBLE CONOUIT SHALL BE PLACEN TITH LONGITUDINAL LAPS OR
SEAI{S AT THE SIOEST AIID JoII.JTS SHALL BE TADE IJITH CoUPLING
8AI.JOS. CONOUIT SHALL BE II.]SPECIEO BEFORE ANY BACXFILL tS
PLACEOT ANO ANY PIPE FOUND TO BF OUT OF ALIGNFENTT UNDULY
SETTLEOI OR DAI{AGEDT SI{ALL BE RET,OVED ANB PROPERLY REPLAcEL.
EACKF I LLI NG
BACXFILL HATERIAL
BACKFILL I{ATERtAL PLACED ADJACENT TO AND OVER PIPE CONOUIT
AND STRUCTURES SHALL BE FINEI REAOILY COT1PACTIBLE JOB EX-
CAVATEO SOIL HATERIAL OR GRATJULAR FILL NATERIALT IT SHALL
NOT CONTAIN FROZEN LUFPST CHUNXS OF HIGHLY PLASTIC CLAYT
STOITES THAT HOULO IhJURE THE STRUCIURET OR OTHER OB.TECTIIN-
ABLE IiATER I AL.
PLAClI.IG AhJD COTJ,PACTIN6 BACKFILL
BAC^FILL SHALL BE PLACEO IN COTIPACTIBLE LAYERS OF APPROXI.
FATELY EIGHT I8I INCHES LOOSE I'FASUREITENT ANO EALF LAYER
COIlPACTEO TO THE OENSITY SPECIFIEO TiJ SECTIO?{ 5.OI{. CARE
SHALL BE EXERCISED DURIIJG BACKF'LLING OPERATIOIJS TO PREVEI.JI
DAICAGE TO THE STRUCTURE EITHER THROUGI{ UNEOUAL PHTSSURES
EXERTEO ON THE SIDES OF THE SIRIICTURE OR BY BACKFILL dEING
OROPPED DIRECTLY ON THE STRUCTURE.
BACKFILL AOJACENT fO OR OVFR PIPE CULVERTS SHALL
SECTI0i. j.
FA6E q
8E
EFUUGHT UP SIhULTANEOUSLY OTT BOTH SIOES OF THE PIPE TO AVOI'
LATERAL DtSPLACEIIEhTT BACXFILL UNDER THE HAUI,CHIS OF THE
PIPE SHALL BE TAHPED OP RA!'I"!ED
'N'O
PLACE BETI{EEN THT, PIPE
ANO THE CHAhNEL BOTTOPi.
THE PUDDLING ilETFOC OF BACKFILL SPALL I.JOT BE USEO EX.
CEPT iJY'TRITTEh PfRiriSSl0ri CF TirE EruGJl',EEF.
RIPRAP AND SPtCIIL FIPFAP ItrLETs
RIPFAP FOR ITiLET AIJO OUTLf,T CHAIJlf LS r AS SHOI.J?J O't II{!
OLTAILS IN THI. PLATJST SiTALL BE FL!CED AT THE LOCATIOT.S S}iOJT.
(.rh THE PLA].IS CR AS DIRECTEO 9Y Tr{E ENGITJEER. THL LT }.'GTN r
OEPTH ANO TIDTH CF EACH RIPRAP Il.iSTALLATIO\ SFALL BL L'E.
TERHI TEO TN THE FIELO BY T;.{E EIJGINL,ER
3.06
At
SECTICTJ 3.PAC.[ 5
t"tLAsUREl,lENf Al,l0 PAYTENT
nEASuREnENt FoR ITETlS CF TJORK If'.ICLUDEO IN THIS SECTIoIJ HILL
tsE NADE AS FOLLOHS.
CULVLRTS . IIEASURED PER LIT]EAL FOOT OF EACH SIZE .Ih
PLACET AND INCLUDES ALL iJECESSAF'Y TREIICH EXCAVATIONT BACK-
F ILL AIID COFTPACT I ON.
ENO SECTIONS - HEASURED BI THE N'UFBER OF UNITS OF EACh
SIZE INSTALLEO.
RIPRAP FOR CULVEFTS . HEASUREO BY CUBIC TARDS IN PLACE'
ALL oTHER ITEr,Is oF IJoRK AND iIATERIALS REoUIRED IN THIs
sicrron sHALL BE cotrstDERED suBsIDIARY ANO SHALL NOT EE PAIIJ
FOR SEPARATELY.
PAYFTENT FOR ITEFTS oF IJoRK IN THIS SECTION UILL BE P'aDE IN
nlcononrucf HITH rHE UNIT PRIcE BID IN THE SCHE0ULE FoR EAch
ITLH AS LTSTED ABOVEI HHICH PRICES SHALL INCLUDE ALL NECES-
SAFY EXCAVATIOFJT BACXFILL I CCgPACTIONT IIIATERIALST EOUIPIIEIJT T
TOOLST LAgOR AND INCIDET-JTALST UNLESS AilY SUCH ITEH IS
SPECIFICALLY I'IEASUFED AI,JO PAID FOR SEPARATELY IN ANOTHi'R
ITEI'I OF iIORK.
1r
2,
5.
Br
GIJAVfL SL'FFncII-G
PNGE 1
sLcrlotr r,.00
GRAVEL SURFAC lhrG
4.00 0EsLR lpf IoN
GRAVEL SURFACIT.IG SHALL CONSIST OF SCRFEfuED GRAVEL COT!-
SIRTJCI[,O ON THE PROPERLY PREPARED SUEGFAOE TO CLOSE
COI{FO'TI,lITY I,IITH THE LINEST GRADFST THIcI(NEss AND cRoss sEcTIofi sHorrr: oN THE PLANS 0R As DIREcTEc By THE Lf,rcIriEEx.
TIIE SCREENED GRAVEL SURFACTNG S}TALL BE so GRA0EO ThAT IT IILL READILY COPIPACT INTO A DENSE UNYIELDII''JG PASS.
q.01 P,ATERIALS
GRAVEL SURFACING SHALL COIJSIST OF CRUSHEDT PARTIALLY
CRUSHEOT OR NATURALLY OCCUFRING GRANULAR FlATERIALS FROFI
APPR0v€D SOURCES. IT SHALL I|EET THE FOLLOti|ING RE0UIREIIENTS
FoR GRAOING AND OUALITY.
v,PER CEr,lT PASSING 3/t{ INCH SOITARE SIEVE................100
PER CENT PaSSING 1/'{ INCH S0trARE SIEvE.........,.50 T0 65
PER CENT PASSITJG :JO. 2OO SIEVE(.dET SIEVINGt.....5 MAxIHU!
SAI'JD E e U I V A L E N T . . . . o . . . . . .......... ..35 tAXIi.Uy
4.02 COT,ISTRUCTIOTJ DETAILS
III ADVAIICE OF DEPOSITIIJG THE GFoVEL SURFACIIJGI TFIE SULT3FATJL
SHALL BE PREPARED AS SPECIFIED IN THE SPECIFICATIOTJS FO3
EXCAVATITJG IlJ SECTIOI'I 1.00. SCREENED GRAVEL SUITFACING
SIIALL BE UIIIFOR!'ILY SPREAD UPON YHE PREPAREO SUBGRAOE I?,J
APoUNfr hIDTH AND CROSS SECTION SHOt.lN oN THE FLANS 0R AS
t.,,TRECTED BY THE EI.JGI|\JEFR. IT SHALL THEN AE BLADED AI.'JO
hOLLLU 6Y EITxEP A SfIOOTH-WHEELEO POIEF RTLLER OP Bl A
PhLUMATIC-TIREO ROLLER UNfIL TlrF PATERIAL SllOlJS A Ut!IFORr,ri
GR AtJ I tJG .
tf .03 nEASUREHENT
GFAVIL SIIRFACItIG EILL gE FEASURFE BY THf TOIJ AT ThE POl'.7
0F L0A0IrJG.
4. 0r{ PAYIIENT
THL UNIT COtiTIACT PFICE PER TOti FOR.GRAVEL SURFACIt,G. ShaLL
B,E FULL COHPf';5l1IOu FOR ALL CCsTS AI,JO ExPEt{SE NEcESSAFY
FOR PRLI'ARIrrG THE SUBGRAOET FURtJISHIfi6T SCREENItTGT LOA0Itl6r
hAULII'J6. SPRLaDIIJGT BLAOII'tG AhD COjv'PAcTIUG OF THE SURF0CI\6 . : P.ATLR I AL '
SECTI0N 4.
ASPHALT CI;'C:IETi FAVEi4ENI
4.01 . - "Materials":
4'01.1-..M.inera.lAg9regate'':shall.conforrirtotherequirementsof
Section 703.04 "f i;;'ii.i" nighriy Specifications. with a sradino E
'iob-r,rix forrnu'la
i.Ot.Z - "Asphalt B'i nder": to be mixed with aggregate shall be stearn-
refined paving.rp-niii-.onforming to ine requiiements of section 702
of the state Highlvl'y'ipiliti.uti6nr.. un]ess otherwise spec'ified in
the spECIAL conorir"oni, paving asphalt shall be Penetration Gradev'
85- 100 .
4.01.3 - "Prime Coat": sha'l I be ]iquid asphalt-conformino to the re-
quirements or se.ilon'toz or the staie Hii[riqv sFaifications- un'less
otherrvise specifi"A-in' ihe-SpECIAL C6NDIT1SNS, I iquid asphalt for
iiitu .out sha'll be Grade MC-250'
4.01.4 - "Paint Binder (Tack-Coat) and Foq Seal": shall conform to
the requirern"nrr-ot-i"tiion ZOZ.9! lhe Stite Highyav Specifications
for Slow Setting ivpe-i*'tsion (SSI)' Grade 120-150'
4.02. - "Aspha1t Concrete": sha'l 1 be-proportjoned' mixed"sPread' and
comDacied in u..oroui."""iir, ine apptiiable requirements of r-he state
Hjohwav Specificatii"i' "'i"pi as *boiried herein' Base course to re-
:;;il"i.il;ii ;;;;;i;''"1-'pirication, oi-prime coat' Pnint binder and
foq seal sha.l I be i"-i..oiuuice with the abp'ljcable requirements of sec-
ti6ns 301 and 702 oi ln"-Siute Highway ipelificutions, except as rnodified
herei n.
4-O?.)' - "Prime Coat": sha'l I be applied to areas of untreated base to
be surfaced, ano-io.-tne face of the concrete gutter which will abut
the aspha.lr.on..Ji"l"ut if'"_iute of-O.i gall6n per s.quare yard of sur-
iui",-bt as Airectee by the Designated Authoritv'
4.A?.2- "Paint Binder (Tack Coat)": shall be applied at the rate of
c.l0 galion per square yard of ru.ri.e, or as directed by the Desi-c-
nated AuthoritY-
4.02.3 - "Fog Seal ": snal 1 be-applied to finished surfaces of all as-
pha.l t concrua" ri'il" rite of 0.b'5 gailon per square yard'
1.o?.4 - "Rolf ing": shal'l conform to Col.orado State -Higlluv Sn"1i.f-
cations. Et:- -. +
4.02.5 - "Compaction": the Contractor wilI be required to.obtain a
minimurn of 981- laboratory density deternrined from'soecimens r,rade in
accordance with the HVEEFI or Marshall l''lethod of Test. surface smooth-ness shal'l conform to Item 40] .?0 0f State Highway Standard specifi-cations.
4.03. - "Base course Preparat'ion": the contractor sha'l I be required to fine grade within_10.05 feet finished grade, water, and compact the base
Eourse prior to p'lac'ing the prime coat. The base course shall be com_pacted to at least 95i of naximun'density determined by AASHT0 T180.
4.04. - "l.lanholes, Valve Boxes, Etc.": alI nnnholes, va'l ve boxes, etc.,shall be set to grade by the contractor after the paving of the streets.
4.05. - "Resume Paving": when street paving starts again, cut back exist_ing surface until stab'l e materia'l s are met.
4.06. - "M'isce]laneous": applications of aspha'l t concrete shal'l be in ac-
cordance with the requirements of Sections 301 ,7'JZ l,401 of the State Hiqh-
way Specifications.
4.07. - "To'lerance": the finished surface of the asphalt pavement shall corform to the smoothness tolerances as stipulated in the state Highrvay specifications. The thickness of the finished pavement sha'l 'l be not tiss than the planned thickness at any point.
4.08. - "Measurement": unless otherwise stipulated in the spEcIAL-c0NDI-
TIONS and in the Bid Schedu'l e, the quantity of asphalt concrete surfacinq will be measured by the ton.
AlI other nreasurements for prime coat! pa'int binder (tack coat) and fog seal shall be by the gailon.
4.09. - "Payment": quantities of aspha'l t concrete, measured as stated
above_and accepted, will be paid for at the unit bid price(s) which price(s) and payment(s) shall constitute full compensation for furnishino all 1abor, mat.erials, tools, equipment and incidenta'l s necessary to com--
p1 ete the work of the asphalt concrete. Prime coat, oaint binder (tack
coat) and fog seal shall be paid for at the unit bid price(s) as itateo
a bo ve.
1'10. - "i.leight 51 ips": re-cardless of the unit specified for measurement
and payment, the contractor shalI deliver to the Engineer certified weight
s] ips for each'load of asphalt concrete delivered to the work.
G,*-,',r,,.o't'tot:lNst'RA\(:l G
hl\tPLO)'[RS INStIRAN(-[ OF \\/ALTSAL
Co. , Inc.
/.r'c,'/
lo'ms rn use by lhe compqny hove been rrsved,
or ertend the coveroge offorded by ony policy
)\,) /'^
Tirrs rr lq *rrrly rhot lhe inluronc.. 1'ol.<icr lclrscribed L't'lo'' by o policy n''''nber) writien on
lhis certilicote ir nol o policy or o binder of inrvronce ond does nol rn ony *oy crller' omend
relerred to herein.
( ) Thit sertificole renewt or reploces lhe <ertificore previously issued'
Nome ond oddress oI In:uted
r
Schnid r Tiago Construction
P. o. Box 487
Arvada, CO 80001
-t
Represenlotivel.lo.: 1290
Ploce, KC
Dote lss,-,ed, IOll-Ol79
Region: DEN, KC
L _J
l,'rd ol Co'r"ogc I rpifo!'on Dole 'Unlesr oth€eile rncj'<oled. thil polr<y ollotdr lull <o'eroge under lhe Worlerr'
Compenlol'on lows ol oll stole! lrr(ept :toter where coveroge (on be Prov!ded only by
srcte tund!, ond Cooodor onci or cicrrgnored ih lhe polkt ood endorreoenrr lor
Coieroge B - [mployerr' Iiobthty
timit: ol liobility
Prope.ly Do'nog€
ConprGh.nrG
Gc'rool ltobrtrty
O-ner'. I oncnordr'
ond lrnontr' t rob'lrrt
)Qf Hi'ed ond Nono*ned Auror
!!p<;l.cd A!,rot Onlt
Re: Roads, drainage structures, water
It ls agreed that this pollcy \trill not
Biving at least 15 days written notice.
S'ngle limil
Ioth O<r urrence
Sinsle timn $
s
Single Limil S
& sewer lines for Highland
be cancelled or rrateriallv
P"r A(arde^l
Per A((rdent
loth Otcvtren<e
Aggr€9016 P.odlxtr - Complercd Operol'o^r
lleadows SubdLvislon.
altered LrithouE
1(F1-80
P'od(tr Co'nC.rcd OP..o!.ont: Sl r"<t"a.l
Crmt.o(teol All Wit!.n Contto(trl8 ldlt,ded
0720-00-046571
O E'<l"ded
! Not Covered
500,000
Eo<h O<<urren<e
Ag9'egolc
s Lou,
r 100,000
Eo<h Orcrrren<e
Aggregote
I oth Orcvrrec<c
A dgrcgote
I o(h O,:,:u.ren.e
Aggtegole
Cor,ro(!!ol l,ob,; rt
Dn,Bnor.d Coot'o(tr
Onlr
Aelorlob;1. Irob,l,lt
Elafl O,hrd :,tor
Unbrcllrr
tcbdt|t
t o<h O:tvr,erxe
Slx 'ol Pro'ir;onr ,/ to<otionr covered by poli.''e. liled in rhil .ertilirore ," Specilied Auror,
Colorado
il;on ol onY (ontroct or olher do<um.ni ,ith .e5peal lo w (h thi! t€rrrlKot€ mov bc rsroed or mot ptnorn lhe tnlron'e ctrot'lcd
ro oll ol rhL rerms. er<iur,onr ond condirionr ol rrrh pdry (pola(;ati do.rn9 lhe rermirl rh€'eol.
Itht !!hrt ol o n!'nbrtn ?h!r .olsmn msoni rhot the .overoge ir ollordcd by rhe compony dcsignotcd by the rom€ numbe'
lgvcd lor
llest Yail Developnent Associat.es c/o l:J S:A Consultlng Engineers
7(56 1". 5rh Avenue
. Denver, C0 80226
lssued by (X,) tMPLoYtRS MUIUAI- LIABlLllY ll{SURAtiCt CoMPANI
(2.r lLl.lN0tS tMPi,OY[tlS INSURANCI 0t WAUSAU
(3.) IIAUSAU UNotRwR;ltRS INSURANCI CoMPANY
(4., \,Y0tiLDlTlD t UNIJT liwRl TIRS I r'lsu RAn C[ CoM PANY
WISCONSIN
7A. ,r-t;lf,i {-?7 c,
t: -
l:g
{: A
\:!!*-: o '\.\: z .
:\:
\:
t\:
tv:
\J.:.:q:
:
\t:
-.:sJ:
rli
J:
{'
)\
?
A
!
e (,
:t
ffiffitiiii:
;giliiiiiiiiigiig
iiii;iEii i*iiiiir iss ii iiiligiffiigd
E
tr'l g c 4 4 u,F 2 4l
c)
trl
F
o
1:
!:
1t:
:
\: :
\:l:
.:,:
sx:\:
:
:
q:
\:
.si
z 9
(,
4
o
o o
A
vt
0
to :<O lrl
O4
trO
ur=53 ;o au
E :
]
!B
E
o !
(D
u)
z.
AGEIiDA
PLANNING COI.IMISSION
January 10, 1978
t.Infornal consideratf-on
Unit DeveloPment to be
on January 18.
of propose Plauoed
heard by fagle CoG?j l-nnlng Cottt-ission
2.
J.
Approval of Minutes of November l, L977
Discussion of pork session agendas
EXHIBTT C
PROJECT SU''MARY
IIIGHI,AND MEADOI{S
Eagle Cor:ntYl Coloradlo
siohtand Headows is a 53 acre planned development located inunedti-
;i:i;-;;"fi-"i c"=" creek oppolite the t{est Vail Interchanee on
I_?0. Ttre proposed developrnlnt is composed of 234 units; 42
;";;; iot=- lol.ted i-n trlo high meadow areas and I50 apartment
iriir'f""alea in a lower area ailjacent to Core Creek.
OBJECT OF DEVEINPMENT
Anre intent of the project is to provide rental aPartment units
;; i;-;;".'ia" nonr-e sltes ajrned it ttre higher-economic levels
;f-th; inarket. There has long been a demand for long_term_hous-
i;. i; tft" v"if area and the i5O aPartnent-units-should help
?iif -'*rtt"-"""a. with tl.e limited lvailability- of home sites i-n
il;-ir."elite vait area, the 42 duplex units should help rneet
tie need also--
I,AND USE
A planned unit development procedure for tlris site was chosen in
o.b"- to best utilize the buitdabfe areas. Ttre nild slope -area
aaiacent to C'ore Creek is best used for higher density aPallment
;*it"-ritfr-tf," flatter area used to obtain the reguitg !r9 park-
.ing-staUs per unit. The high meadow area is nore suitedl to low
a.iri{v-aopi"x lots. The ov5ra11 density 1n t}e proje_ct-is
J""l-i.a istits per acre with t1'e number of units per build-
able acre egual to six units Per acre.
tfhe proposed development has 25.7 acres of open 9n3ce-w11:l.Y-ill
Ue &ailated to the county. l(his open sPace wiJ-I. be pruqarrry
;;"t;;;;iking/riding triits. Ttre-vail cross-county ski rr?11
tr"r"r""" tJre propertf tfrru ttre open sPace ar9a. Access to the
national forest io tfrl soutlr of the property is al-so provided
;t-;;; of public oPen space- An eassnent across Tract A vrill
bL provideb to givL pub).ic access to Gore Creek' The oPen slnce
wili be develog6d an-d maintained by the proposed recreation dis-
trict or the Highl-and Meadows llomeo-w-nerst Association.
Highland lleadolts will be conpatible with the surrorurding develop-
ment. Ttre proposed apartnent area is adjacen! t9 T-7Ot a ser-
vice station on I-70 -frontage road and rrnrlti-farnily building
north of Gore creek. Ihere is a conurercial shoppi-ng ceDter ryrP of r-70. val viiiage 9lest, Filing 3, ig i-nune'1-iately east 9f-.tl''hlgh r:reailo\.r area. Nitional-forest-land is soutS and west of tlte
propo sed development.
The Eagle County lraster pran shows this area as suburban-mediun density with a general commerciar.center adjaceni to r-70 front_age road' The proposed uses and densities-iie cJmpatible with the rtraster plan and this pran removes all conuner"i"t uses from t11e site as projected in the l,laster plaa.
DEITELOPI'1ENT SCHEDUTE
The proposed proj-ect.u'iu be plattgd_il two phases with all pubric irnprovements tentative-lv s chedu led roi--"o.r rtruct ion in rezs- Dupler rots_ wirl be soli i;ei;i;;;1i;'r;;; buudinc construction probably occurrins over a-five y".:r p"iiii].,rrt"apart:nents will probably be coistructed in b^ro phases with construction occurring over a t\^ro year period.
IJ.IPACT ON CDI,]NrY SCHOOT SYSTE},I
Using th9 Lyon-Cqllrl" & Company, Inc.school district dared .rune 2-, iiSiZ, ..students !
.44 students per duplex urit .08 students per nulti_family r:nit
ltrta1 students
Distribution:
EJ_ementary SchooL _ 40S Middle School _ 34t Senior High .school_ 26t
|s update memo to the project the following
= 36.96
= 12.00
= 48.96
= 19-6 students = 15.6 students = 12.7 students
0'72 miles of road service to 42 dupl0r units wirr require snow removar in winter which is alout o.ize "deiti";-io trre 430 rniles ::.H',fffT:t,.#lllul"il {;;;. }dormar. mainrenance or paved
The rmrtti-rainitv-area is serviced.by a private road connection to rhe south r-?o servi;"-;;;;ii"-n i"'r"r.i],i"Ia by the counry.
The solid h'astes generation for the randfill site will be 40 tons annually when fu1ly a".,"i"p"a.
ESTTMETED DEI.TANDS FoR coT]NTY SERVTCES:
PROJEC?ED COU]TTY TAX RE\/SIIUES
Estirnated assessed 84 units
Estimated, assessed
S4 ' 000
Tb:al assessed
value each duplex 9201 000
$l , 68 0, 000 value each apartnrent
600,000
A.
B.
valuation $2,280,000
ltill levy:
County Services - 13.14 mil1s School - 43.8 miLls
current assessed val.ue of 52 acres
Current taxes l-975
Schedlule of Projected Receipts:
D.
F.
$ 127,150
9 1456
1978
L97 9
l_980
1981_
t9 82
19 83
19 84
t9 85
19 85
1987
5, o]-2. 64
7 ,640.64 t2,896.64
l8,152. 64
20,7 80 . 64
23 r4O8.64 26, 036. 64
28 ,664 .64
29,959.2O
L6,7 08.82
2L, O24 . O0
38,544.00
56, 054. 00 . 64,824.00
73 , 584. 00
82,344 . O0
91,104. 0o
99,864.00
Assuming 50 apartment tnits completed by November 197g.
6li
75 soulh fronlage road
vail, colorado 81657
(303) 476-7o00
September 15" .|983
Jil'l Childers
5caria Fedrail
2730 South lrladsworth
Denver, Colorado, 80227
Dear Jil'l :
lltre is Indemnification and Hold Harm'less
you to have signed by the ol'rner or ot{ners'
! have enc'l osed two (2) copies; one is for
olllce of communlly develoPmenl
tltE
you and one
;nd must be notarized.
This must be done before we can issue a certificate of
Thank you,
Gary iiurrain
Bui idi ng Inspector
Tc,r+n of Vai I lai1, Cclorado
that we need
is for our fi] e
occupancy.
Aoreement form
oi
,1t'e'''
MEMORANDUM
TO:
FROM:
DATE:
KE:
Highland I'leadows
located directly South
PLANNING COMMISSION
DEPARTI'|ENT 0F roUMr{NI TY
-^,(___ )JANUARY 10/ 1978 )lL-,/
HIGHLAND MEADOWS
7T
for 150 apartment units and
Project Surmary).
is a proposal for of the l.lest Vail
Planned Unit Development
terchange. ..The proposal is
53 acreso (See Attached
After reviewing this proposal , the staff has the fo]lowing comments:
1. The density is considerably reduced from what was previously submitted, but might need further reduction to sat-isfy concerns ouilined be'low if they can not be dealt wi.th adequately. past submitta'li naa proposed densities for 496 and 346 units respectively.
2. The renta'l apartment concept for the lower part of the site seems desirable.
3. The following areas were identified as technical problens with roads and parking that need further study and so'l utions:
a. The road cuts a'long Meadowbrook Drive and Vermont Road are ex-cessive. A l:l slope ratio
a)ong the banks of these roads is much steeper than the 2:l
maximum ratio recommended bv State Highway Department, a-nd the i.75:'l maximum ratio
proposed for Beaver Creek by Vai'l Associates. At a l:1 i'lope ratjo, revegetation of the disiurbed
banks wou'ld be extremely difficult or impossible and serious erosion
cou'ld result. The proposed road
Daaa 2
Hi gh1 and l'leadows January '1 0, 1978
grades in conjunction with . the indicated l:l bank s'lopes
renders serveral 'l ots inaccessable (i.e. ]ot 26 which w'ill have a 23 foot bank off of the proposed road).
b. The grades within the parking lots for the mul ti-fami'ly units appears to be approximately 8% and access into
one of the 'lots is approximately 6fl
with a 90 degree turn with 8? grade
direct'ly after the 90 degree curve.
l.le fee] that use of these ]ots wou'ld
be difficu'lt in the winter.
c. The parking 'l ots as proposed have
approximately 10' difference in
elevation and approximately l0'
separation between them wjth no - retainage indjcated. To minimize
erosion and caving from one parking
level to another, retaining wa'l 1s
would be necessary. The landscape
plan indicates heavy landscaping
between the park'ing 'lots, which would
be impossible with the l:'l slopes as
proposed.
4. The sjte is extremely visib'le from the north sjde of I-70.
There are several significant'l andforms which wil 'l be disturbed
and heavily wooded, steep s'lopes and 'l arge meadows which are
encroached upon by nassive cuts and fi'l 'ls. Site improvements
cou'ld cause destruction of these important environmenta] assets
and create a negative visual impact.
A ]arge natural drainage course is proposed to be crossed using fil'l for an area approximateiy 300' in length and 30, .i n depth in the center of the drainage wa.v. Drainage is provided by culvert
under the fjl'l . A significant number of large trees wil'l be
removed to cross the drainage and to construct the west end of
Verrnont Road. The removal of the trees, compounded by tremendous cuts and fills could have a significant visua'l .impact upon the area, both frc';Tl ni'Lh'in and wjt,hout.
Page 3
Hi gh1 and Headows JanuarY .10, .l978
5.
The parking lots for the multi-family., together.with lhe uiiitlii,gi tn the western portion of the'lower site' cover
ipproriilutely 31.. to q-ulrbt with impervious surface d'irectly
;fi;;;-6-"ooii creet in a hi9h1v visib'le area adiacent to
th6 South Frontage Road-
The water system, if suppljed from the.vail Vil'l age west system'
.i,"ili-"rt iiequiiety iei.ve the upper 14 'lots jn ihe proposed
i;[O
' ir"ii,"-Uir.iel j n.] for adequate f i re protec'u'ion i s at ihe
bOgO;-ui"uuiion ana the uppdr e'levation in the subdivision
;;-;pp;;;i;it"ly etso'. rhe appfic.ant has indicated that
i["-[ir.tine toi the Intermounth'in water District is
;;.;;;;;iliy'a2ooi n6ich cou'ld be adequate, but should be
veri fi ed.
Sue Smith of Co]orado Division of Fisli-and Gamd has'indicated
io-orr staff that the upper meadow area is va'l uable both as
i-g"ii;ng-.nd m'igratory'irea for both e'lk and deer'
The project could create traffic prob'l ems at the l'lest
Vai I Interchange.
6.
7-