New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1860-08-17
SPECIFICATIONS FOR Tic CONTRACT
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quarry Asp DisEssloss the M4rERt4Ls The square
block shall be Of good hard granite ud ecc ineli6r
In quality to the granite obtained from Boston they shall s
inches in width aud not less than t5Tcsc . SeGts
shall he veil a5aTriea having parallel or ag is at r,d.
make tight joints and The ae 2 dressed
shah be cq Al an angle Of f9y.aEe degrees @ih Vie
Etdes as 10 DO laid dlagonaj from The craones bordering
Tie euter stones shall Of good hard granite obtained from
in lengt twelve Inches wide and no less tMi
square eGls light joints, tops
shall be perfectly well tewed anddresspd ole@e they stall
Ie cn1.tones shall he North river blue stones pelct
s%Pss sf ss' ~ Sisf 81 s '@ sfi
al Be of Norm res blue # s
feet long t%6 feet wds ana not les 'fa A g,S ic with
ihat s he Joints JOIN vii bs On diagonal WI
The hegstones for he sidewalks shall he Of North river bac
half dressed smooth surface and having f.hed ia No
hagone shall less than three fest square by two aud
gravel shall be the best London gravel and
7s s t k clsn sIafp ~ f s f slf
the street sha6c Fl the best ST. iron o R n Z pat
street hut varying in width The widths shall be furnished BY
ro ns a p ss eyer aeR * III By f
Of such widths and pattern IS shah be furnished ty ede City
sNAgSga TIE Wong SHALL ss EzEea5Fe T
good Gy hs Gy bs Sa M no o s%
shall be according 10 The lines and GRADES 70 be given BY The
satEs{or n goGd Joint and in wqfkaeGke naller They
throughout the work, each cubsrone shall have slope
ifsis 3so o , u hs
approved manner apefTres 9f draining LOIS stall Be nifsy
grades be given by tie SURVEYOR il good joints and in The
best 81 naH on bed 81 Sh n Vel sharp
we'll ranned and hardened with The head Of the crowbnr
ones and shall be laid in good joints and the best workman
line manner in seeo4snce a the directions 70 be given v
Bridge shall upon oned
shall be laid with ainenasion stone towards The Of
sharp mixed sad botemin be strongly with
~ herd hs sFo~pa "n n S S sSzS ss be vel
iey SHAH be rejected and 10 be Tiled up vi' ne gravel aud
The contractor shall take The stone paving, and.
after Me saioe shall be hauled away by @ s and grade
by the Surveyor 10 depth fourteen inches heiow the superior
the Of the the he given the Survey
f @ ae h vt 3 SaE % n
thoroughly roll the same with 69 pound roller until i forms
laid, laying The paving the Shall ~ The
sk gSn 9 III VIE every e T e
blocks and hardening the materials under the same il orie,
care lay The blocks they touch and inae close joints as
'S ~ The sataeyo WIEN tie ars Liza DE n
accurately fed with ns gravel md stP sngd mixed and t
often g may Be and soysTg Of three inches
ing ing and he same shall epensd t7vel Ell
The eas"n plates for the st9ng SCI ever The cutter
enrbsones The wings of the bridges shall he
The old brickng up and hauled
By The he 5 a ~ Shall sf e. s ] 81 dn fq ~
cling shall then be laid The flags sl be laid and well beddet
laid regnar The tagging shall when completed
present surface ree Of all rugged hollow places
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mali he lied So as to CORRESPOND WITH the new ade
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