Honolulu star-bulletin. [volume] (Honolulu [Oahu, Hawaii]) 1912-2010, 1914-10-17

$4,000 = = NV 1tS44oN oIN2 "
added to said ordinance. 70 read Is
follows.
Section 10. Lusitana Street.-The
sidewalk lines OF Lusitana street.
which shall also constitute the curb
lines shall be parallel with and $50
teeI distant from the. following de-
seribed center line. except as noted
on Grade Map No. 4 on file IN the Of
flee OF the City ana County Engineer,
to which reference Is hereby made.
Commencing at point at the In
tersection OF the center line Of Lnsi-
tana street and the north property line
OF Alapal street. the coordinates OF
this point nom Paaehhowl Triangnla-
tion Station being 217s.1 feet south.
and 90s.5 feet west. thence running By
true aximnths and distances IS fol-
lows:
1. ls0s 15t 80. 2f5.47 feet 10 the
beginning of ten degree l10s1 curve
to the right; thence along . l0s curve
to the right, the azimnth and distance
Of the long chord being
:. 49, So or 1l31 feet; thence
g. 1872 81 30'' 1851 feet to the be-
ginning o. . ten degree t10sl curve to
the rieht: thence along a l0' curve to
the right. the azimuth and distance Of
the long chord being
4. 1852 So 30'' 1851 feet; thence
5. 176s "a 20r $50 feet 10 the be-
ginning Of an eight degree (s'1 curve
to the right; thence along an s. curve
TO the right. the azimuth and distance
! OF the long chord being
1872 49, 45' 1898 feet; thence
I. lS9a Is, 00'' e2e.2 feet to q point
1887 feet beyond Government Survey
Monument at the intersection Of Lust
tana and Ielani streets. thence
5. 1872 IS, CO.. 1864 feet to the be-
ginning Of a ten degree lf0.) curve
10 the right. thence along Zoe curve
ito the right. the szimnth and distance
Of the long chord being
= 20Qe To- So TIA feet; thence
10 20s' IS, 0V' 2l25 feet to the
beginning OF Z ten degree f10sl curve
tn the right; thence along q 10e curve
to the right the axImuth and distance
Of the long chord Being
IL. 216e So 30s 1853 feet: thence
IL. 222o 1g 00', 1894 feet to the
beginning Of ten degree t10e) curve
TO the right: thence along q To- curve
to the right, the azimnth and distance
Iof the long chord being.
l3. 225s Is CO.. 587 feet; thence
IA. 22So IL 00g 710.s feet to the be-
beginning OF . ten degree (10sl curve
to the right; thence along 10o curve
TO the right the azimuth and distance
Of the long chord being
Is. 234' 06, s0n 1901 feet; thence
Is. 300 OF 00s 20s.15 feet to the
beginning Of q twenty-three degree
and twenty minutes cas- 20fl curve to
the left; thence along q g 90 curve
to the left. the azimuth and distance
OF the long chord being
IL. 217o o. 3Os 1887 feet to the
center OF south end Of Panoa Bridge.
Section 10. A new section shall be
added to said ordinance to read as
follows:
section II. Grade Map No. re-
ferred 10.
All streets and roadways not special
" described In HIS ordinance, as well
as the grades and details Of the curb
limos, shall be In accordance with
drawings on file IN the Office Of the
City and County Engineer, City and
County Of Honolulu, marked Grade
Map No. A. which Is hereby ap-
proved and made part Of this ord
nance.
Section IL. This ordinance shall
take effect from ana after the date OF
is approval
Introduced by
10 Ir1Hnm -