Honolulu star-bulletin. [volume] (Honolulu [Oahu, Hawaii]) 1912-2010, 1915-10-27
fdl Preper,y u Mania cartaIno

Raf,.
Beginning at the east corner Of this
lot and on the northwest side Of Lus-
itana street, the co-ordinates Of said
point Of beginning being 1915 feet
north and 271 .76 feet east Of Govern
|Inent Survey Street Monument west
OF San Antonio avenue and at the in
tersection Of the tahgehts Of the CEN
ter line bf Lnsifana street, as shown
on Grade Map No. 4. ION file in the
office Of the City and County Engineer
and running by true azifnhths:
I. 235' 30' O0~-35.20 feet along
fence along present northwest side Of
Lusitana street;
2. 222s S0 00s-3s.40 feet along
fence along present northwest side Of
Lusifaia street.
8. 213e As, oOS-e1.40 feet along
fence present northwest side of Lusi-
tana street to old fence post;
3 4. 1902 IS 00'e-8.2O feet TO q point
near the west corner Of bridge over
Pau0a stream;
5. 2z4s 4S' oOs-2.so feet to the
west corner Of bridge over Pauoa
s. 1olo So Oos-14.50 feet along
the south bank OF Pauoa stream to a
point;
z. Thence along the new northwest
side Of Lnsitaha street on q curve to
the right having q radius of 1870
feet, the direct azimuth and distance
Of the long chord being:
8. S3e z5s 90 -4132.02 feet:
8. 3S6e 3O' O0--l.60 feet along
property Of c. NJ. Bettencourt to the
point Of beginning.
Area1367 50. It. at $O12 per
%: It. $500 ............ $500
Moving Wall ................. 1000
Total estimated cost $500. .$sO4.54
Total estimated cost Of Wild
IN. FRoNfidE 10 / BE ASSESSED 1; 81 ssSsi5:
A particular description Of the
frontage to be assessed IL as follows:
(a) The frontage on the maukal
side Of said street, to be assessed, is
parallel with and uniformly distant
thirty f30l feet mauka Of and from
the center line Of the proposed area
W W R0yDNf D0A0 Gc0goE 41Qo Oo1US
described as Follows:
Commencing at q Survey Monument
It the intersection or. the center. line
Of Lusitana street. and the north prop
erty line Of Alapai street, the cord
mates Of this point from PunchbowI1
Trianguiation Station being 2178.1l
feet south, and 90S.5 feet west, thence
running by true azimuths and dis !
tances as follows:
1. 1907 Is 30r-215.47- feet to the
beginning OF q ten degree (70e curve
to the right; thence along ten degree
(10s) curve TO the right, the azimuth
and distance OF the ling chord being,
2. 1867 So 00s-113 i feet; thence,
3. 161o SP S0s-754.1 feet 20 the |
beginning ola ten degree (10s) curve
10 the right; thence along ten de-
gree fl0o J curve to the right, the azi-
muth and distance Of the long chord
being,
I. 1889 So, so"--14s.1 feet; thence,
5. 176s ~ s0s552,0 feet to the
beginning Of an eight degree lSs)
curve 20 the right; thence along an
eight degree (8e) curve to the right
ne aziinuth and distance OF the long
chord BENG ..,...
p tez 81 so-7l2Se feet; thence,
4css ~ vV.--osoz Ieet 70 Clty
survey monument ls:st rect beyond 2
:toyernrent Survey monument g the
intersection OF Ausltana and 1olani
streets; thence.
49, 80 OO--zs6.6 reet 20 the
1eelnhing o. Ten degree tIOsl curve
q tle nenti tnence along Ten De
sree Nv curve 70 tne right, tne al.
NUN ana Instance o. the long cnord
2elng.
,. wv ~ Sv-4it.4 leets thence,
~ Jus 20 Uv'--z4z-0 Ieet 70 the
beginning OF Q ten degree tIVsl curve
2 tne Ilsnt' thence along g ten aer
5ree tIusl curve 70 the rlgnt tne
azimutn ana distance OF tne long
mora ne!ns:
~. I'D ~ SV.-ls5:s feet thence,
Il ~ ~ V0.'-eos.4 Ieet 70 the
'eelnnng o. zen degree llvS curve
q the flents thence along Ten Qe-
sree lysl curve 20 me risnt, tne All |
netn ana issuance OF tne long cnofq
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