Honolulu star-bulletin. [volume] (Honolulu [Oahu, Hawaii]) 1912-2010, 1915-10-23
Proper.y q ManueI cavaIho

&
BEGINNING ct 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
ment Survey Street Monument west
OF San Antonio avenue and at the in
tersection of the tangents of the cen
ter lire OF Lusitana street, as shown
on Grade Map No. 4. on file in the
office Of the City and County Engineer
and running by true azimuths:
/. 235s 3O' 00@-35.20 feet along
fence along present northwest side OF
LusItana street;
2. 222e 30s s00~-39.40 feet along
fence along present northwest side Of
Lusitana street.
8. 213s 45' 00"-61 40 feet along
fence present northwest side OF LUST
tana street 10 old fence post;
4. 140e 10 00~-S.20 feet to q point
near the west corner OF bridge over
Pauoa stream;
5. IA IS. co.. $50 feet to the
west corner of bridge over Pauoa
stream;
s. 104s So. 0O"--l4.5O feet along
the south bank OF Pauoa stream TO
point:
Z. Thence along the new northwest
side OF Lusitana street on curve to
the right having radius of 217.30
feet. the direct azimuth and distance
OF the long chord being.
8. 33s 25'' 00,-132.02 feet;
8. 336e go 00"-l.6O feet along
property Of c. NJ Bettencourt to the
point of beginning.
Area-13e7 so. #. at $O.12 per
50. Il. .................... $l64.B4
Moving wall ................. 1860
Total estimated cost .$304.54
Total estimated cost OF Wild
III. FRONTAGE TO BE ASSESSED:
A particular description of the
frontage to be assessed Is as follows:
fa) The frontage on the mauka
side OF said street. to be assessed, is
parallel with and uniformly distant
thirty (30) feet mauka OF and from
the center line OF the proposed area
to be paved, said center line being
described as follows:
Commencing at a Survey Monument
at the intersection OF the center line
OF Lusitana street, and the north prop
erty line of Alapai street, the co-ord-
mates OF this point from Pnnchbowl
Triangulation Station being 2i78.1.
feet south, and $3.50 feet west, thence
running by true azimuths and dis.
tances as follows:
/. 1902 i5' 30"-2l5.47 feet to the
beginning Of ten degree tl0') curve
to the right; thence along ten degree.
t10a) curve to the right, the azimuth
and distance of the long chord being,
2. 1867 So, 0O~-1131 feet; thence,
3. 1871 81 30',-754.1 feet to the
beginning Of o ten. degree (10e) curve
to the right; thence aIong a ten de-
gree (i0e) curve to the right, the All
muth and distance Of the long chord
being.
/. 1862 So 30"-l4S.1 feet: thence,
5. 176s "a 30"-552.0 feet to the
beginning of an eight degree (SoJ
curve ITO the right; thence along an
eight degree (SsJ curve to the right
the azimuth and distance Of the long
chord being,
s. 1922 az l5y-159.S feet: thence,
4. 1892 10, O0.-636.2 feet to City
Survey Monument 1887 feet beyond a
Government Survey Monument at the
intersection OF Lusitana and Iolanj
streets: thence,
5. 1872 So O0,'-296.6 feet to the
beginning OF q ten degree (10sJ curve
TO the right: thence along a ten de-
gree (10e) curve to the right, the All
muth and distance of the long chord
being.
8. 20os TO- GOTTA feet; thence,
10. 20ss 46' 0o..-242.5 feet to the
beginning OF ten degree l1Oo) curve
to the right; thence along a ten de-
gree 100 curve to the right, the.
azilnuth and distance Of the long
chord being,
Ii. 2i5 So 3Os-1S5.S feet; thence,
IL. 222s -, 00"-S5S.4 feet to the
beginning Of ten degree (10o) curve
to the right; thence along ten de-
gree (10el curve to the right, the All
muth and distance of the long chord
being,
Is. 225e Is, 00~- 5s.7 feet; thence,
ii. 22Ss IL 00a-7l0.S feet to the
DeB1uuH6 OI leu ue6fe6 NIV- curve
TO the right; thence along a ten de-
gree (10s) curve to the right, the All
nauth and distance Of the long chord
being,
Is. 2s4e O6' s0~--16s.1 feet; thence,
16. 240o or 0O'.-20S.15 feet to the
beginning OF q twenty-three degree
and twenty minute (23 2O) curve to
the left; thence along a twenty-three
degree and twenty minute (23o 209
curve to the left, the azimuth and dis
lance of the long chord being,
II. 217o 81 30"-189.87 feet to the
center Of south end of Pauea bridge.
q OBJ The frontage on the makai
side of said street, to be assessed, is
described as follows:
Beginning at the northwest corner
of Lusitana and Alapai streets from
which q Government Street Monu-l
ment on the center line of Lusitana
street and the Eva line of Alapai
street, Is by true azimuth 2810 OF
1857 feet, co-ordinates of said Mon
ument referred to Punchbowl Triangu-
lation Station being 217S.1 feet south