New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1861-04-08
y CONIPTROI.E 1EEIs--(9FFgC51IAL.5

COM PTlsOl.I 1,ls--6,FFlGIAL. 4
sh se an ange a forty asxree
w1the es q 4 be laid diaeonaly from lie curbstone
The gutter sto,ss STALL ood hard granite obtained from
inches vide Sn les ihl sht inches iii K Thsy shai
20 wr having parallel or square sides and ends
dressed hes hs Il eestefa s'S's VT hSws'
The enrhstones shall be Of Moth river blue stones perfect,
hSTGd sna DRESSED Ssye dressed on the top to asw h
thirty inches vide and in cafe less than four inches
crossing stones shall he Of North river blue stones Of e
feetloGg wide and not less than Inches the with
the ends cut ut an angie OF eryh!e degrees with the Sides
he oSes The @I he s Nrh river bue
stones the best quality, rnthed tocod surface
half dressed TO smooth surface aud having rubbed joints
one shn measue less than three feet BY and
The gravel sa bO the hest L non gravel not over one md
half inch in diameter.
The sand shall be clear, sharp Cd. of large grain
The plates for the tops Of the bridges the Intersections OF
s ss a G X Sf The best 9 sap s %
width The widths shall rnhishea by tho Cy SURVEYOR "
The crossing steps 'e CUTTERS shall be Of the
irHr U0ng tsurng each six Get long by inch thick and
of u wdh and patterns shall be furnished by the City
MAHsER IN WHICH THE woRE SHALL RI ExEruTEp-Tbo old
curboue shall be taken contractor and laid found
% s
set according to The lines and be giveny the surveyor
utespesed nghs of three feet throughout the
every IF M height towagd ssdon1g Sidewalk and shall
Xpene @n o be 9 sa nSy he sn
by the contractor whencver reqdrcd by The Surveyor
grades e " sysn by the surys]or good ions and
mixed Six nE6cs in thicless s bed 10 be
well ramnod and hardened with head OF the crowbar
hs be S With an ncnaon pr slope he one
m a on ton -Four lnghes Of london gaye and sharp
head Of the erowbsr untl d The shl Be- we'll joned
be rejected ana 10 be filled upwih fine gravel sharp
The contractor shall take up the ronnd stone paving md
after thu same shall be haaedaay BY him shall pick
given he sreyo dsp fourteen "chss blow the
Sp p face Of The ;9gars 9loes when The contractor
the uyyo and shall place q top Of The same solns Of
oSed sagb'y M The anne viii eooy pound i
rT a Until U5 an g Eo @n hafd 1nudon The
y shall ay the .tls osk "E"ns forty
s sanS in 9dsr tta. seeh olok sold ionu5
and make eo,g joints as MI jo over hail an inch 4 width
blocks laid the joints shaf R accurately filed With Gno gr
vel and sharp snd mixed @nd c paving Shall be conveniently
covering Of t6es inches Of e ave and rS I xe d
shall be placed upon the paving and the shall be opened
The sides bottoms wrgs of the bridges shall be of curb
stones snd shall be mid in good joints and tha best workman
like manner in accordance will the directions given
shall rest upon the sides and Shall be all joined
shall upon otsriag IL sGsS r I'D Sfl s
erhSfoneS OF the wings OF hd bridges and shall be
The old brcking Of the dew shall taken up and baued
away BY the eonttaeto the sidewalks shall be filed BY the
pfn.- shall Inn no loiJ The l,s .l i IN ~, -
F., ~ t1art nrd rosn irir Il II, Io sn,, I"r,m ~ III,
laid in rnruar coursas r,a ta,nrr hall ~ ~ "
nresrnt an even s1farr free NJ Xii r,,S,i ~ III rfnnd
T1nsf If snSmnrtny strri t!'es, niu
iert%d " t+''9 " 3' 'Naei ''-'' "'9' 1t hiaii oe tr-
The old tagging of the Sidewalks shall bp .kcn nv 1 tho on,
tr1n+or "a W. i W 'S NM ~ ~ tsc tGt
s;Gar1Ips s 10 GIS "a ~, ~ ~ ,t a ntseAVr ~
~ t :,r Nr ,t w" ~ W.n te iew ElRueS
lid in The Iryt mike nsd1ner ani 70 r. -
lion Of Jle .,itv SnrTrvor 1900 ~ " ~ 'S '"'tA'
a Ii nov 6ac:S MN MAJ. f,- "a - a. - ,
,5 risSirr 1i,,s % r. y; ny my CIV nEoGh
- - ' w 'f'''Heu W Lag CONTRACTORS VIII
rhn -,irrs far drainn,r Aha pJarro,y ,li A.,
~ y, 49,; ~ i Wy SIle%hEs sotl ~ OF me
shah RIM through I'm " 0Ip pgi5Ji - ~ III V'NVo' 'd
stryrR A. n, srsrgTLn Iyll1ia yrar- Vii IL t, .
te etire ngction Of ha C,i1y S,ryr r t ~ 70
- 1i, " s III ""' Nt2ur' WHO VIII pe Inc sOie
The old round Stone pnyiuF The old fsccnc IF ,b v4o
wallis which may he reflrtaI H. thn S.rraTIr ~ III -!
~ - ~ s ~ w " le oEtFtyo 'Ie 0Id hfici-
~ u IL 2 NJ tid etr.u p'IAtu from the street;
and harIad n,vttv ~ lin, - ~ 4 '''''' '1 i't-o'eu
' !, ~ ~ MI ~ ~ y, H. IT, as H.
~ H. We VI ''t pet 9'hiy RI" Email be ilr-
Ti,e cSnIartor e,o be- a,I,i % IL H. . -, A.,
- 'i p 9ot'g 70 otSin me work IN the TIRE
nun ~ ,ls ~ ie htJ"HcAlol by lille Tom
nnoty Of len dG,rs mr. lak fnr 40 n tJe., 'lItr
altrr ia same /, moi con,fInteJT " ~ wig "A' ''t1
Eond and solvent srr,rItv Il, tho s,r, r s7on, ,,, -
o3 p @ y 1 III" h,!l oi S3g Shall be re
nc Of tS S c ,g 10 ues Inc i'hfu perform
pny5n,enTs 10 he made na fallnus to-r,;t ,h ,, .
, 70 " mas rs io'" to-"ll the proportion 10
(. r r. ss SsSS"Sa = = ny
,iU ia If ts netv III f,har;a oi3 fi ~ Or WIT sec
tS ca121ctor VIC s b u Its e pc contested 6y
tba NV IS tlta u tle