New-York tribune. [volume] (New York [N.Y.]) 1866-1924, 1895-09-16

fOmUlsSlDnfrf, -
1s and IT. the Town Of Ks P a Ks ssSs
September IS iso5. a o'clock m: and they vii Z:
thereafter possible and ss .Ws5a ard. Of hs .Gn'Ise
made by said Comm ssoncrs as soon thereafter prss
Hank forms Il said approved contract and the specifies.
thereof and bias Or s. AID PoYsr 'nysp
'T ss 3. Oh 1T Sc eS ne hss
?; Gn a So"sa 70 ss
EDWARD L. ALLEN. Secretary
NEW CROTON DAM CORNELL SITE
~ NOTICE OF APPLICATION FOR APPRAIsAL--
Public Notice hereby given that u t. the intention o.
~ make aopca,ion 10 the Supreme Court for the ap-
pointmsnt Of commissoners Of Appraisal under chapter
such application s be made a, ,l Special Tenn q
% c our uosc m White plains Westchester County On
the 2sth day September. 1882 az zen o'clock IN ne
m heard The object application obtain al
order Of The Dnr app w & a res IN h s SG
Of York and The ether two OF whom shan reside !.
is situated as Commissioners - Appraisal 70 ascertain
and aPprase the to he s ss 40, S.Tsn
after described proposed 70 be taken or affected fos
the DupGsS Of 81 ise y e. %s% Yof '' ne
sought to be aSs1 or sSes.a !. su,ss
state " New-York and Is Laid out Indicated and shown
act entitled Map 30 J. Department q Public works
Guy ropery MS b q sSd 1o"n s na, r.
g q na iT Town Ie Of cortsnd co.
Esfs SAD cte map ausu. n d 1888 'o'''
mat certain sc, Of es saig aS n "a n' Ss1
York describe, 90 follows:
wd ser or 46sa At RsHi from gre oon VALLEY
ing which point l. %ner re ie dt crosses The nor
erv linz OK SAID Croon Landing thence describing
ee c ee1' rd line 81 a on sSer side q said centre line .
station 10 7a4 Csaid strip Of land 20 be Used as public
ee thence Curing ~. g.. to .S the an e ,Os OF 40
de0rses distance Of OBJ feet on curve,
thence North "a degrees 80 minutes Eas, ~ ss' hsnce
eogs 9, degree y minutes Of 60 80 feet
ssd ,hSns' c TSTs to hs LETT Win raas
sss feet anf angle of degrees 10 minutes de.
os minutes las, 2eis feet thence cTvng % ~, nsns
wi,n raaG dsanee Of s5s feet thence Hoh DE-
gess minutes East ss fes to p9 sn-. at S s.aS ION
Width Of the highway uniformly 90 feet 80 ,t feet 20.
side Of raid centre line een9 anS S ~ % se %
minutes distance 81 - % feet on said curve thence
S0t he 10 left With radius q 1876 t and q q
minutes 5S feet said eGrys ns "ds 81
shall uniformly on the l" or northery .ds o.
Of said centre line extending from station 49, % Sta
,Ss i Miai IL? OF oa ie shall
either side S 81 a To- c tbfnce eurns to the t With
radius Of 3i4 Zee. and an angie Of y eess sscs yo
a, degrees % minutes Fast 1913 feet curns 70
the radius q S6 feet and an ans. o. nee 1s:
thence North 81 degrees - minutes Eas, % tse, snss
curyns to the right YIN asanoe Of s. Il feet
thence North 81 degrees II minutes Eas, ' ,nenSs
angle OF 10 degrees As minutes Of 80 II feet,
North Al degrees "a minutes Ea:l fee' IN ~
angie Of 81 degrees minutes distance Of ISIS fees
on said curve S theme 5 N9Ts the s h rad:
IS feet and angle " degrees o3 minutes distance
utes East 1901 thence curyng to the rish' w,,h
radius % 2ss sn4 al hs ans xoh g q
utes East ?3js feet thence cgryns 20 sn "a ,nnt..
distance 5os2 feet said curve thence North ~ de
10 minutes East % f and rsep sn sHa q 81 a.
grees * minutes distance els7 feet thence south
40 s StS ri qad msu If hsi e and an q
distance Of s6o2 feet thence Nor,n o. az
iSft with radius Of and angle Of degree
Norths degrees 80 minutes 40 seconds East
1919 feet theme Cyng 10 me l-t' MKT , 10 sec
ones II 59o feet on said curve thence Nora
CURING to tn rish, win 1874 fse and an
angle of - degrees 10 minutes DISTANCE o cyvf zee.
onds East II thence curyns to the EFF WIN raa
Of 49, feS and an ag o a9s ,as crs theme.
yor,S 20 de .sese 81 minutes 80 seconds Ea
sqsi ~ e Is st assFf ssrs *
81 %i tsel 10 :Ss' mnues sa % e hen Curling
the left radius ~ go feet and an anss % y a.:
thence and euyns the rsh With rsaS S
s s s Gss snS an n nf et sa sl oh z
minutes 10 seconds East 81 feet Theme" cuttlhs ,S
degrees y minute s's e seconds e IS se thence Noria
30 degrees = minutes 20 second. East II? tet' tenss
angle u IS % seconds dis'a az Of
9t,s Fast ~ feet thence cr,ing 10 the eft with
radius 525G sng.e q desress 80 min
thence North minutes 80 seconds East o?a
fse and r an angie o es s 81 E minute. Of
10 ~ feet: thence North - degrees ~ m'uu,es -
i 40 81 cdDd f snn az e 70 reer hence North IL
iagr mir lntS East
Sy"s rso, %tn ,sli9: Of -. 'se' S.a E.
Of So feet thence south degrees . minutes East
and an angle of 70 degrees OS minute. 40 seconds
di-lance Of sisi feei to station 81 Is ne . s "a
feet, on either side centre line measured
at right angles thereto thence on the fooans eSSsss
and distances the width ~ right oWal for sail hghNsI
line and shall of The csen. q Land wing TO
Of ana the boundary Of the
Hc &c. BY n4a ny 81 s. limited on tho
b, line which Is s right angles 10 said centre Inc AZ
mentioned is de-ciibed ,oow, North 81 degrees
90 minutes 70 seconds Easi 2sa tes hrnse rgr e s
sree~ 81 minutes 30 secones distance q 81 ~ feet,
angle OF ~ degrees q minute. 10 seconds distance q
IA 70 feet said curve: thence North i degrees
s Of g % So 9 ana an snFs 81 ~ ot Par
eel No. OF taking by city OF New York:
thence North lS degrees 20 MINUTES East 1895 feet scs:
now highway or road; containing total OF 10 - acres
ate IN said town. described follows
beginning point In the north westerly line OF the
highway road leading from Croton Valley 10 Coiatsugh
Pond which point H. the lire OF the road
herein intended described the
line OF said Coalaugh Pond road: thence. describing tho
centre line ~ strip lard IN width 81 feet
either side q said enre line measured at right angles
hence curving the left with radius OF 20l7 feet
OF - ~ minutes - 20 feet said
curve. thence South ~ degrees IL minutes East 1851
feet. thence I'D a radius OF
and an angle Of "a degrees ~ minutes OF feet
said curve North IS degrees ~ minutes East
262 feet and angle OF % degrees 10 minutes es 81
feet said curve thence North So degrees IS minutes
East 5Jl3 feet. thence carving the right with radius
OF 1873 feet and angle OF Al degrees % minutes ds
lance OF $500 feet said thence South IS de-
srees 81 minutes East 24s feet thence curving 10 the
left radius 81 Isl 90 feet and angle OF % de-
9s95 feet said curve: thence South
- degrees II minutes i2l6 feet curvirg %
The left with radius ~ ,3 70 feet and angle OF
degrees 81 minutes distance Of 1913 feet said curve
thence North 10 degrees "a minutes East 6S+3 feet:
thence curvng right with a radius Of lbs 81 feet
an angle degrees 20 minutes distance OF 2<3ol
said curve. south minutes