Honolulu star-bulletin. [volume] (Honolulu [Oahu, Hawaii]) 1912-2010, 1915-10-25

s. 1859 81 9e--l00.5 feet across
Punehbowl street 10 the makai line
Of Lusitana street;
| / 9. 1897 10 0e.-3s9.2 feet along new
makai line OF Lusitana street:
10. So AS 00--2.35 feet along
Government Lot:
IL. 1899 So 0O"-l19.3 feet along
lot s0f Ho Poi Kee. from which Gov
ernment Survey Street Monument at
the intersection Of center lines Of
Lusitana and Iolani avenue Is by true
azimHth 209f 64-S1.05 feet;
L. 1909 IT, 00S-I54.8 feet across
Emma and School streets;
10. 1871 So 00"-243.7 feet along
new makai line OF Lusitana street;
| thence on curve to the right with o
radius Of 603.7 feet. the direct szimuth
and distance being. So u
H. 200 1O' 30~-lS0.32 feet;
10. 20So AZ 0O"-242.5 feet along
new makai line Of Lusitana street;
thence on curve to the right with q
radius Of 603.7 feet along new makai
line Of Lnsitapa street, the direct All
muth and distance being, i.
is. 213o go 00.--99.6 feet;
II. 1872 49, 00Se-4.0 feet along
Mormon Church lot;
Is. 21S' 81 00r-5s.2 feet along
Cunha Lot;
IS. 1861 II 0O~-- 81 feet along
Concordia tract;
20. 222o IS. 09'-73.T5 feet along
new makai line OF Lusitana street;
q. 1852 OF a0g-l2.0. feet along
Concordia Tract; s
%. 221o "a 00"-2S4.6 feet along
lots Of w. Allen. HongRanji Mission.
Mrs. c. A. Ferreira, and Emily X.
Clark;
%. 310o %, 00~-16.S feet along
Mrs. H. Lemke's lot to the new ma
kai line Of Lusitana street; thence on
curve to the right with Q radius OF
603.7 feet, the direct aziuuth and dis
tance being, ~
~. 226sl 10, 0o"-42.3 feet along
new makai line OF Lnsitana street;
Is. 22sf III 08s--li1.D5 feet along
new makai hpe of Lusitana street;
rs. l27s 49, 00"-z.S5 feet along
81. 22so sc, 0O~-5o.s feet along
Senu Fong Tai, Chun Yin Ko. and
lane: 49, 3 s.S.t
Is. 22so o., 0O~--101.0 feet along
Mrs. N. X. Lishman's lot;
-. 22Ss 50s 00e-3s.3 feet along J.
p Durao's lot;
20. 22se IL 0O"-ss.3 feet along
John w. Bright:
81. 227s Is, 00s--44.O feet along
Andre de Silva;
50. 2ess ~ O0"-4s.l feet along
Mrs. Maria Almeida;
3s. 228s ~ Do"-97.4 feet along
lane and Josephine Boyd;
"a. 22Ss IL 0e"-s24 feet along
DIR. L +. Alyarez:sa BsSss
IS. 2as9 So, 00s-4f.5 feet along
w. B. Fric.sss
So. 182o II, 00~- AZ feet along w.
b Frieis thence along lot Of Mary J.
Quintl and 3. n. Magocp, direct al.
{ Sd. sss 81 Oos252.7 feet; 80
IS. 49, 90 oo"-lOs.s feet along
Nc On lot;
So. 24os or o0s-1Oo.2 feet along
Marian 3. FariaE and G. N. Betteh.
court: from this point being the east
corner Of Manuel EafEalho Refs. a gov
eminent Street i onuinent west Of
San Antonio afehle. and at the In
tersection Of the tangents Of the cen.
tar line Of Lusitana street as shown
on Grade Nap No. - on file il the
office OF the City and County Engi
neer. l. BY true azimuth S049 3s'-'
40. 2s5s 80, oor-s5.2 feet along
Manuel G. Refs;
II. za2s s0r O0r--ss.4 feet along
~ siss s oo~-s1.4 feet along
Manuel G. Refs to an old fence post.
~. MAIN TH0R0UGHFARE: COM
TRIBpTIoN TO COST BY CITY
AND COUNTY. 81
The entire street 80 to be improved
Isl deemed and has been declared BY
the BOARD Of Supervisors as q main
or general thorpughfare,s with respect
70 which the City End County of He-
nolulu proposes to- assume and pay
out Of general revenue ten. per cent.
E10es) Of the cost OF the Improvements
(except as to the portion occupied BY
the Honolulu Rapid Transit e Land
Company for Its right cot way, and
except as to new curbing).
Nj MATRRIALS: q 4
The materials proposed to be used
are the following:
az For paving said street, "War.
renite':;
CD For new onrbing. Lava rock;
90 Rock curling already laid to
be moved and reset TO conform TO
new street lines where necessaTys
90 Bor storm sewers: Concrete
VI. METHODS AND RATES OF
ASSESSMENT: AND FRONTAGES
SUBJECT TO. ASSESSMENT:
The proposed methods of assess
ment are the following,
ID The cost of improving streets,
Including cutters, moving and reset.
ting Aof rock curling. and all general
expense not Otherwise provided, (less
the proportion tpsbe horne by, the City
and County and, the portion OF work
to be done by thet Honolulu Rapid
Transit & Land Company d, to be pro-
vided by general assessment Of the
rate Of $3.1947 tmaximuml per front