Honolulu star-bulletin. [volume] (Honolulu [Oahu, Hawaii]) 1912-2010, 1915-10-18
d. Property Of Manuel carvsIhO

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 line 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:
l. 23s' 80 00"-35.20 feet along
fence along present northwest side of
Lusitana street; &.
2. 2220 3V 00"-39.4O feet along
fence along present northwest side Of
Lusitana street.
3. 213e AZ 00"-61.40 feet along
fence present northwest side of LUsi-
tana street to old fence post;
4. I40o 15' O0"-820 feet TO a pOlu'
near the west corner Of bridge over
Pauoa stream;
S. 224' 49, oo'-2.3o feet to the
west corner Of bridge over Pauoa
stream;
6. 1O40 So OW'-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 q radius Of 217.S0
feet, the direct 1azimuth and distance
Of the long chord being:
s. 33o Is" 00'-132.02 feet;
8. $780, go 00"-1.60 feet along
property Of C. NJ. Bettencourt to the
No 4S1N zSN
Area-1s67 So. It. at so.12 per
So II. .-,s... ..$l64.O4
Moving wal .............. 14O.50
Total estimated cost .$304.54
Total estimated cost Of wild
iii. FRONTAGE TO II BE ASSESSED:
A particular description Of the
frontage to be assessed is as follows:
la) - The frontage on the mauka
side fof said street, to be assessed, is
parallel with and uniformly distant
thirty 900 feet mauka, Of and from
the center line. Of the proposed area
to be paved, said center line being
described as follows: - g.
= Commencing at q 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 Punchbowl.
TrianguIation Station being 2178.1
feet south, and 90S.5 feet west, thence
running by true azimuths and dis
tances as follows: 49,. .~-,|
/. 1907 l5' 30"-215.47 feet to the
beginning OF ten degree (10o) curve
to the right; thence along ten degree
l1Qs1 curve, to the, right, the azimuth
and distance OF the long chord being, 1
2. 1867 IS. O0s-113.1 feet; thence
3. 1872 81, 30""-754.1 feet to the
beginning Of a ten degree l10o) curve
to the right; thence along q ten de-
gree (1Qs) curve to the right, the 'azi.1
muth and distance Of the long chord
being, I. 3s .'gy5.a $50 r. E3f9s ts'''ssIa.
4. 1889 59s30'--14S.1 feet; thence,
s. I76s "a So"-552.0 feet TO the
beginning of an eight degree (Ss)
curve to the right; thence along an
eight degree tSe) curve to the right
the azimuth and distance Of the long
chord being, .s fat-sf 3'}t',s, -
s. 1899 IS, 45s-l5s.S feet; thence,
q. 1892 Ia 00s-6 36.2 feet to City
Survey Monument 19.37 feet beyond q /
Survey Monument az the
intersection of Lusitana and Iolani
streets; thence, s':ss-, -It& Il
8. 1919 SIS, 00' 1855 feet to the
beginning or q ten degree (10e) curve
to the right; thence along d ten de-
gree (10e) curve to the right, the All.
muth and distance Of the long chord
being, .s....
8. 20oot 10 Sofia feet; thence,
10. 208s 46' 00"-242.5 feet to the
beginning of q ten degree t10s1 curve
to the right; thence along ten de-
gree (100l curve to the right, the
azimuth and distance of the long
chord being, 81 r.. 4 :. 4
IL. 215e go 30"-135.3 feet; thence,
~. 222s 49, e0"-353.4 feet to the
beginning of a ten degree (10o) curve
10 the, right; thence along q ten de-
gree t10el curve to the right, the All
mgth and distance Of the long chord
being, ~ p 81
! Is 225a is. OO-- 5s.7 feet; thence,
j. IA, 22Sa IL, 00"-710.s feet to the
beginning of a ten degree tee curve
to the right; thence along q ten de.
gree l10oD curve to the right; the All
muth and distance Of the long chord
being, -. =. T.
Is. 2s4s O6, S0~-16s.1 feet; thence,
I6.. 240o OF O0"-20S.15 feet to the
beginning of twenty-three% degree
and twenty minute l23o 20'l curve to
the left; thence along a twenty-three
degree and twenty minute (230 20D
curve to the left, the azimuth and dis
lance Of the long chord being,
II. 217o 81 30'-1S9.S7 feet to the
center of south end OF Pauoa bridge.
o. The frontage on, the 1nakai
side of said street, to be assessed, is
described as follows:
Beginning at the northwest corner
of Lusitana and Alapai streets from
which a Government Street Monu.
ment on the center line of Lusitana
street and the Eva line of Alapai
street, Is by true azimuth 2810 or
1857 feet, eo-ordinates of said Mon
ument referred to Punchbowl Triangu-
lation Station being 217S.1 feet south
and $685. feet west, as shown on
Grade Map No. 4, on file in the office
NJ tho Hify md Tnunfv Enpinner md