New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1860-03-12

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block shall s. good hard granite il any respect Inferior
e
width and not less than tweye inches
well guarded having parallel or SQUARE dss and ends a. 70
Ss from Jumps square Blocks denns gutter
shall angle fort degrees with Inc sdes
laid dagonsy curbsones bordering the
The gutter stones shan be Of good hard granite Obtained from
Boston, They shall from twenty 10 thirty tx Inches long
ha b we'll quared having parallel or sss and snS
80 a. 70 make light joints the tops sa Be perfectly we'll
Tie carbsones shall BE- North river blue stones perfectly
ene or the sides from TIRES 10 sx feet long rm jvS, m
thirty inches wide and in ess than tIck
The crossing stones shall be of North river blue stones Of The
ss sy sG and ss ns ss a s s G5
angle Of ye degrees with The sides
The hsesenss for the sidewalk. shall be p North river blue
NH dressed smooth sfface and hsag rubbed onis M
agstons shall less than three feet BY and
The gravel shall be the London gravel ever one and
H.
found y the sarSeyoI and II Dot new surbstonss
shall 1 n a s ess and Inc ss and svs -
Y r good ns and IN n mani % ne + They
throughout The work aud each eurbstope slope Of
dewaS an sha 40 s. soay sed and Backed IN tie most
So uib
p @ y s ,o o o "
he Surveyor. FY,,,,'~''' ..-'
70 De 6y ,se & ~ gaoa on, na u ane
sn 81 n es II psa n bS a n led " "
The gutter one. h"I oip IN ,bs sstb ths e,tenss and
shall + aid Wiz slops Of neh iowads De same
AID botjnv Ia he strongly hnsdsned with tbe Head ~
The ctowbar until solid The shall be well onted the
@ e. as e y 6 r n s d.: "a hal q
mixed "A w W H'" UP WIN n"s s'a'e' anu sp 'aha
Thar heoidra
after the same shall m han by him sbsJ p,e ana grads
BY he surveyor 70 depth The superior
es of the square when laid The eoniraeor shall dress
o. aSd hall plaa on TIC op Of Tue ss sein q 1T iey
@ p la s IN sa5n na @ shall
hard foundation square beek paving shall
Ssss assena I,ss ~ sssrsss VIII BE
blocks Md hardening he materials under he gaIn IN osr
s s1a A. Sfss 5ss es S s He sa Al
on,s eysr J iR yys stth shs Issssa
Accurately hsd with ne aye and sharp sand mixed and the
iE H. hs n MI ~ rSsd w W. p9nna T9s
covering y ihes inches Il line nd sharp una ,nises
shall be psead upon the paving and The same shall be eueed
fosirayyi III l. ''-e, a. ~ - ~ ,ssl.s
away by lit contractor lie deWaRs hs Be- ailed ~ IL
@ . bs h MI 9E ns h XIX ss 3 and H. Az
and close jonted III hs rnsnrrr b
prssg. saEface hollow places and
ceted. '.
So In thn Su
deks shAl le filled q NJ N eortesnod With III NEW rade
10 be yen nv he CIV sryey6r INA he narpnr shaii KY re-
ma in lie hest narn.r ard 10 M .sti
lion II lie Clty Surveyor
All NEW sgx which NAV s tsnurd 10 repacs te I'D broken
and nisslng ngs hall he ftished by IN cotNc;o to,t
extra compensation
The Rss nm draining artoSs the slswaks shall he of III.
bes cast ren similar u tGs pattern the Surveyors Office and
thnl mn through The whole width OF the side waiks
lEsERAI I'll Ausgs-The whole work shall ls executed ia
Tie entire satisfaction Of fhe CHS Surveyor Who In conformity
yit IND pston viii he ha via Iadse AZ In nnaiv nj IA
work.
The old cnrbous gutter stones and The old round
Stone paving me oil tagging ard The earth rtked from Inc
street shall pfuneTfy tie contractor and shA be re-
moved and hauled away BIZ him
All lie materials renued for the performance of the work
.Hii Be IF lid best quality and shall he furnished IN he con-
tractor, Al well is The Labor =
The contractor shall BE- bound to begin the work In the two
mouhs following lin appny III tbe tdieaIo hy the Cam
rnea Co,,nai and u soIss I'LL NINA ar asf nder
penalty Of ian dollars pes ay FOR each and every ay hereafter
| thc saine l. ,iot cornl,ted - - ' ~
coed Ind soTen srnrity "a an amount of s uba no "a,
qned 10 guarantee hu faithful performance n I'LL CONTRACT
Payef- III M made N Inc rGnletian ~ ~ yL and me-
cspsnce Of the same Gy th City surveyor as follows
and the proportion % Be paid By tbs in hs