Honolulu star-bulletin. [volume] (Honolulu [Oahu, Hawaii]) 1912-2010, 1915-10-20
Properly Of Manuel earvaIho

ftana street, the co-ordfnates 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 Lusitana street, As shown
on Grade Map No. (, on file in the
office OF the City and County Engineer
and running by true azimuths: -.
/. 235s so 00"-35.20 feet along
fence along present northwest side Of
Lusitana street;
2. 2220 39 0O"-39.40 feet along
fence along present northwest side Of
Lusitana street. .-,r
3. 213o IS 00"-61.40 feet along
fence present northwest side of LHsi-
tana street to old fence post; 49,,
4. H0o 15' 00"-S.20 feet to a point
near the west corner OF bridge over
PalIoa stream;
). 224s 49, 0e"-23O feet to the
west corner OF bridge over Pauoa
stream:
8. 1o4' So oV'-145o feet along
the south bank Of Pauoa stream to a
point; ''.> 49, -
Z. Thence along the new northwest
side of Lusitana street on a curve to
the right having radius of 217.30
feet, the direct azimnth and distance
Of the long chord being: :.
8. So %. 00.,-l32.02 feet; ~
8, S36o 30t O0"-I.60 feet along
property Of c. NJ. Bettencourt to the
point Of beginning. Ga ~. j.. I.
Area-lS67 50. n. at $0.12 per !.
Z 50. II. 49,. -. -. - 1864
Moving wall ...........s...S. .4l406e
SE 81 - US s-s
Total estimated cost $304.54
Total estimated cost OF wild. IA
III. FRoNTA I TO !, BE !: ASSESSED !
A particular description OF the
frontage to be assessed Is as follows,
lal The frontage on. the maHka
side Of said street, to be assessed, is
parallel with and uniformly distant
thirty (3e1 feet mauka of and from
the center line Of the proposed area.
TO be paved. said center line being
described as follows:
Commencing at q Survey Monument
ct 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 Phnchbowl
Triangulation Station being 217S.1
feet south. and 90S.5 feet west, thence
running BY true azimuths and dis;
tauces as follows: q, .gs.5sl <
1. 1909 l5, 30"215.47 feet to the
beginning of Q ten degree (1Osl curve.
to the right !. thence along q ten degrees
li0sl curve 10 the right. the azimuth
and distance Of the long chord being
3. 1867 S. 00.-113.1 feet: thence,
3. 1917 81 30"-754.i feet to the.
beginning Of ten degree (16e1 curve.
to the right; thence along g ten de.
gree ti0s9 curve to the right, the azi..
mtith and distance of the long chord
being. q
1889 SO, sos-14s,1 feet; thenctsI
s. 176e ~ 30"--552.0 feet 20 the
beginning OF an eight degree (8o1
curve TO the right, thence along an
the azilnnth and distance Of the long
chord being.
8. 1922 As. 45~l5s.s feet, thence,
z. 1892 Ia o0s--6S6.2 feet to City.
Survey Monument 1887 feet beyond d.
Government Survey Monument ct the
intersection Of Lusitana and Iolani
streets; thence, 81 VI.
1919 So O0,s2s6.6 feet to the
beginning Of q ten degree {10el curve
To the right; thence along q ten de-
gree fiee) curve to the right, the All.
muth and distance Of the long chord
q 800. ia; sos-171.4 feet !; thence,
10. e0se 4es oO.as-242.5 feet to the,
beginning bt q ten degree (10sl curve.
To the right; thence along q ten de-.
gree tt0s1 curve to the right, the.
azimuth and distance Of the long:
chord being, Iss, -. 81 81 ~ -. - 4
IL. 2i5 50, 3O~-I35. 8 feet; thence.
IL. 222s 10. 00s-35S.4 feet to the
beginning Of ten deg7ee (10sl curve
to the right; thence along q ten de.
gree l10s1 curve to the right. the All
muth and distance OF the long chord.
being, ~ Il IL. "a ssg,. ~ - 81.
IS 2e5s I5, oos-- 5S.7 feet; thence,
II. 22Ss IL O0H--710.s feet to the
beginning Of ten degree (10e) curve
to the rights thence along ten de-
gree tI0sl curve to the right the All
mHth and distance of the long chord
being, go. -sst.sT ! = : I
rs. 234e 06., 30@-169.1 feet; thence,
l6. 240s i02' 60"-20S 10 feet to the
beginning of q .twenty-three degree
and twenty minute t23e 200 curve to,
the left; thence along q twenty-threel
degree and twenty minute (23oa 200
curve TO- the left, the azimuth and dis
lance of. the long chord being, ~
II. 2l7s 81 3g-189.S7 feet to the
center Of south end of Paaoa. bridge.
(b) The frontage on the makai,
side of said street, to be assessed, Is
described as follows: L.. j. .-tG.
Beginning at the northwest corner
of Lusitana and Alapai streets from
which q Government Street Monu-
ment on the center line Of Lusitana
street and the Eva line Of Alapai
street. D By true iaElmuth 3s1' or
2S.S7 feet, eo-ordinates % said Mon.
Vment referred 10 PnnchboEl TFiangn.
latioa Station being 3I7SI feet south
and seeS feet Nest. 90 shown IN
Grade Map No. Z. On fsIe b ths office
q the Cry snd Coanty Engineef. md
Tunuina ~ true aEimnfhss .-.
Iras rs 1oe-lNnG1 faR1 alnnn