Honolulu star-bulletin. [volume] (Honolulu [Oahu, Hawaii]) 1912-2010, 1915-10-19
Property Of Manuel carvsIho

Beginning al the east corner OF TINS
lot and on the north west side of LUIS
titana street, the co-ordinates OF said
point Of beginning being 1918 feet
north and 271:76 feet east of Govern
ment Survey Street Monument west
I OF SaR Antonio avenue and at the in.
tersection Of the tahgents OF the CEN
ter line OF LusitaHa street, as shown
on Grade Map No 4, on file in the
office Of the City and County Engineer
and running By" true a1imuths:
l. 235' 80 00'- $3.50 feet along
fence along present northwest side Of
Lusitaua street:
2. 222' 3W O0"-39.4O feet along
fence along present northwest side OF
Lusitana street
g. 213o As O0"-61.4O feet along
fence present northwest side OF Lusi-
tana street to old fence post;
4. l400 IS 00~-8.20 feet to a point
near the west corner OF bridge over
Pauoa stream;
). 2240 49, OO"-2.3O feet to the
west corner OF bridge over .Pauoa
8. i64s So oO"-145o feet along
the south bank of Pauoa stream to a
point;
Z. Thence along the new northwest
side Of Lusitana street on a curve to
the right having a radius of 1870
feet, the direct azimuh and distance
OF the long chord being
g. SO" 25" Dg-I32G2 feet;
3. $780, go 08+-Es0 feet along
property Of G: N. Bettencourt to the
point Of beginning.
Area-1Ss7 So f. at $g.12 per
Moving e. wan : 70 1855 80
Total estimated cost .$304,5 50
Total estimated cost OF wild 90
enlng ................. 1883. Is
III. FRONTAGE TO BE AssEssED3
A particular description of the
frontage to be assessed is as follows!
(a) The frontage on the maiika
side of said street, TO be assessed, Is
parallel with and uniformly distant
thirty (30)l feet trnaukas of and from
the center line Of the proposed area
to be paved, said center line being
described as Follows" ~ r. !; i = 'F''S%
SOtHncHCluB dl q Survey MOnulu6nI
at the INTERSECTION Of TIE center fifle
CT Lasitana sffeet, and the north prop;
erty line Of 3Alapai street, the 'to4ofd.
mates OF this point from Ptinchbowl
TrtanguIation Station being 2178.1
feet south, and $685. sfeet west, thence
running by true aazirn,iths and dis
tailcesoaS foIlows:.T - = ~ - 49,
-. b150a Ii" 30"-215.47 feet to the
beginning OF ten degree (10o curve
to the right thence along a ten degree
tl0o) curve TO the right, the azimntff
and distance of the long chord being
2. e15F So 00~-1I3I feet; thence
8. f610 81 3o"4754.1 feet to sthe
beginning of a ten degree e18s) cirfe
to the right; thence kong a ten de:
gree t10s) curve to the right the All.
Iniith and distance of the long chord
bei1R.F~sB e. : - - - 'HE FF7.at' 'S15HiT
~ 1882 59t S0'--l4S.1 feet; thence,
8. 1760 2F S0%-552.0 feet'sto the
beginning of an eight degree (s0)
curve to the right; thence along an
eight degree (8o3 curve to the right
the azinuth and distance Of the long
chord being. - tNE:E 5 |t,EE e
: s. 1929 as 45''-l59.8 feet. thence.
-. 1889 ,l3' 9O~A636.2 feet to city
Survey Monument 1897 feet beyond
Government Survey Monument at the
Intersection Of L.usitana, ana Iolani
streets; thence, -" '-.-.-' ;:
3. 1912 So 0Oe-2sS:s feet to the
beginning of . ten degree (100) curve
To- the, right; thence. along a ten de-
gree C10e) curve 70 the right, the All.
11uta and distance Of the long chord
! 8, 2000 10. S6"-17l4 feet; thence,
no, 2Os 46' 00"-242,52 feet to the
beginning st q ten degree (10o) curve
to the right; thence along a ten de-
gree q0s) curve to- the right, the
azimgth and distance Of the long
ii, 2f5 sc. B6@-1$5. s feet; thence,
IL: 2220 lsJ --35S.4 feet to- the
beginning Of a ten degree 10o) curve
to the right, thence along a ten de-
gree Q0"| curve to. the right, the. All
muth and distance of the long chord q =
i3. 225' Is 0o~- IS, feet; thence,
ia: i22So h 00"-f10.8 feet to. the
0O6thun6. III n tCA uOSISC, Nv CuINc
to the right; thence along ten de.
gree, uQe) curve to the right the All
nuth and distance of the long choEd
being, -
is. 2s4o 06' so"-i6s,l feet; thence,
= Is. 849o -02' 60"-20S.15 feet to the
beginning Of a twenty-three degree
and twenty minute (23os 300 curve to
the left; thence along a twenty-three
degree and twenty minute f23o 2O'1
curve to the left, the azirnuth and dis.
lance Of the long chord being, .,
II. 2fE0 81 30"-1S9,87 feet to the
center of south end Of Pauoa bridge,
90 The frontage on the makal
side of said street, to be assessed, is
described as follows:
Beginning at the northwest corner
of 1usitana and Alapai streets from
which a Government Street Monu-
ment on the center line of Lusitana
street and the Eva line of AJapai
street, is by true azimuth 2S10 Of
1857 feet, co-ordinates of said Mon
ument referred to Punchbowl Triangu-
lation Station being 2178.1 feet south
and 90S.5 feet west, as shown on
Grade Map No 4, on file in the office