Honolulu star-bulletin. [volume] (Honolulu [Oahu, Hawaii]) 1912-2010, 1915-10-23
, Properly O. Manuel carsaIho


lot and on the northwest side of Lus-
ltana 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 line Of Lasitana street. as shown
on Grade Map No. 4. on file in the
office OF the City and County Engineer
and running by true aEfmdths::
/. 235s 3O' 00~-35.20 feet along
fence along present northwest side Of
Lusitana street;
2. 222e 30f O0.-39.40 feet along
fence along present northwest side of
Lasifana street.
3. 213e As, 00"--61.4O feet along
fence present northwest side of Lusi-
tana street to old fence post;
4. 1l0o 15f 00@--8.20 feet to point
near the west corner OF bridge over
Panoa stream;
5. .224o IS o0"-2.3O feet to the
west corner Of bridge over Pauoa
stream;
s. 104o So Oo"--1I.50 feet along
the south bank OF Pauoa stream to q
point; -
z. Thence along the new northwest
side Of Lusitanas street on curve to
the right having radius Of 217.30
feet the direct aEimuth and distance
Of the long chord being:
& s. $50 Is" 00'--l22.02 feet;
.ei9. 326e go f00"-1.60 feet along
property of G. n. Bettencourt to the
point OF beginning.
Area--1367 50. IT. at 1$0.f2 per
80. It. ................... $l64.05
Moving wall ................. 140.50
Total estimated cost ...... .s3O4.54
Total estimated cost of Wild
ening ................. .$14S9. 70
III. FRONTAGE TO BE ASSESSED:
A particular description Of the
frontage osbe assessed Is as follows:
(a) The frontage on the mauka
side of said street to he assessed, is
parallel with and uniformly distant
thirty 1907 feet mauka Of and from
the center line OF the proposed area
70 be paved, said center line being
described - fOlloWs:
Commencing alta Survey Monument
at the intersection Of the center line
Of Lusitana street, and the north prop
erty line Of Alapai street, the co4ord-
mates of this point from iPunchbowi
TTiangulation Station being 2178.1
feet south, and 90S5 feet west, thence
running by trRe azinuths and dis
tances as follows:
I. 1902 15' 30,215.47 feet to the
Of a ten degree (l0') curve
to the right; thence along ten degree
Q0s) curve to the right, the azimuth
and distance OF the long chord being.
2. i155e IS, 001-113. / feet; thence,
8. 161e a. 3O's-754.1 feet TO the
beginning Of ten degree toe curve
to the right; thence aiong ten de-
gree f10sJ curve to the right, the All
muth and distance Of the long chord
I 1sse So. so,'-l4s.1 feet; thence,
s. 176e "a s0s-552.0 feet to the
beginning Of an eight degree (Sel
curve to the right; thence along an
eight degree. (8s) curve to the right
the azimuth and distance of the long
chord being,
s. 1899 IS, 45g-159. IS feet; thence.
Z. 1899 13 cor 1852 feet to CITY
Survey Monument 1887 feet beyond q
Survey Monument at the
intersection Of Lusitana and I0lani
streets; thence, Is &
s. 1919 So O0r2s6.6 feet to the
beginning Of q ten degree l10e curve
10 the right; thence along ten de.
gree f10e) curve to the right, the All
muth and distance Of the long chord
being, +.
8. ZOO TO- 30~-.l71.4 feet; thence,
10. 20Ss AS 00"-242.5 feet to the
beginning of q ten degree (10sJ curve.
to the right; thence along ten de-
gree (10s) curve to the right, the
azimuth and distance of the long
chord being,
II. 215 go 30~-135.S feet; thence.
IL. 222s 49, OO"-353.4 feet to the,
beginning OF ten degree tI0e) curve
to the right; thence along ten de-
gree f10s) curve to the right, the All
muth and distance Of the long chord
being. g 49,
10. 225o Is, 90~- 5S.7 feet; thence,
IA: 2zSs IL, 0O's-7I0:8 feet to the
beginning of ten degree t10e) curve
TO the right: thence along a ten de.
gree tl0o) curve to the right, the All
muth and distance OF the long chord
being,
Is. 2S4o O6' 30~-1S9!1 feet; thence,
,l6. goo or 00"-20S. Is feet to the
of twenty-three degree
and twenty minute C23 300 curve to-
the LETT; thence along a twenty-three
degree and twenty minute (23o COY
curve to the left, the azimuth and dis
lance of the long chord being,
II. 2170 81, 30',--1S9.S7 feet to the
center of south end of PaHoa bridge.
tb) The frontage on the makai
side of said street, to be assessed, is.
described as follows:
Beginning at the northwest corner
of LHsitana and Alapai streets from
which Government Street Monu-
ment on the center line of Lusitana
street and the Eva line of Alapai
street, is by true azimuth 2S1.. or.
1851 feet, eo-ordinates of said Mon
ument referred to Punchbowl Triangu-
lation Station being 2178.1 feet south
and 9025 feet west as shown on