New Orleans daily crescent. [volume] ([New Orleans, La.]) 1851-1866, 1860-04-30
CONIp'TROLL ER--OFFlCIAL.

OBSERVATION-DISCLOSURES.
SPECIFICATIONS FOR THE CONTRACTS
- los paving with sgasre blocks pauphne street. from Canal
s i Asse aha - A0a'' street. rem 's'' e A'in
Second for paving with square blocks
W street said
qualify granite obtained from Boston They shall DO
than more than Ssss
3 fpss sss ~ sas
50 SHAH Be ). It'd aa IL as
Ths gutter stones shah y q good hard granite obtained from
twelve inches wide and not less than eight inches thick They
6 rs ssi
s perfectly
well hewsd nj dressed beve dressed the the
thirty inches Wide and than inches thick
The crossing shall be North blue stones OF the
ssss sa psey Nh h we and dressed f9Hr
the ends 1t angle o. ierys degrees with the sides
oas hs Sh es Sel rive. us
e hs hss saay rubbed q taosd ne surface
eagstens shall measure loss than three feet and
Tbs gravel shah BE- Tho best London gravel and
The shall e clear, sharp sas,d Of large grain
Ths plates or the Ct The
length and thickness those Royal and Charities
street varying in width. Ths widths shall be furnished ~
The crossing steps he cutters be of The best cast
and q such widths aud pattern y shall b furnished BY tbs City
MAssrE WHICH wosH sn4IL m EXECUTED. The
old eprbs9nss shall By taken mp by The contractor and elad
shall % substituted IL their Stead The old cubstones
Surveyor good joints wortmsulike f,ancr fhsy
sa X a H. 1 in Lengths 81 s re M &c.
h5ss INCHES 81 every oot Y n hgi towards hs a5oag
Apoqcs for draining lots shall nicely
through The same By The contractor whenever required ~
The crossngoqes hall be laid seeoipg lines
best w,rkmanke bed Of London gravel sharp
e and r I'LL Read Il S o fa % De
The Ss SsG sdd wn oss eth The eSs shall be Of curb
ike manner, accordance With directions 10 be given ~
81 o es TN n se a as FL H. the
The gutter opes shall oin in their length the ebtones and
ore inch On boonag inches Of London srays and
sssis ~. hssssss 6 @
hey sh b rejected ard 70 se ssa up with gravel and
contractor shall take Up ,he round Stone paving and
aftor the shall be hauled them rc grade
I e svsyo o pe H. Saw h. s5sa
flee Il Rs y r., D9 2ss J, .h 1Ss 1 Ts
and shall place on the top Of the Soing Of less
thoroughly I'll liz saass h @ pound oer ant Il o pa
~ y S lid, shd hss ay IN M ess T gs
blocks daeonsy IT angle Of fItynye degrees with The
1 s sdn Sasa
sa a I Rs, y onb es c Ias
ni3 EYER aai n Tih shS os positively Be tsjesed
accurately fsd with fae gyei saa sharp sai missed and IL
paving ha be conveniently rolled viii 600 pound roller
fine gayti md hsp sad sed ha he Placed upon he pay
ssSn plates Tor he sfSs,ng cps hs cutters
inch into ID raid Z Us III
&c = shall Bs s ia g. s
saE sS ea b laid liz @ snail Be ad sSd veil
IN and close iontsd in the mortar, shall be
laid in regular courses The sggns shall when completed
an even surface free Of all rugged OF holtow places and
SgaSle q saPporRs stsnsh edge 0arwe Il na be
'esTssS H. o,a sarpinr II ina s,dev,. han no
tractors sdsed do b lie Cy surveyor he
y ssTssyar md a ra as s se res
ta u ne y sprvsys a 10 h' entire 'c
and mis- m ~ hal T. Sy Rs IRE Sa eSS
out extra eetnps nsntien. "'''
The glsss Tor dran acres The sdeyaks shall b Of The
s ssR s So work IN s *
the entire sacon Of the City Surveyor who viii be the
lna A. q o,4 me me-, qaa d o. ,he sosk sol, \,
city and shs oe hauled say q he and deposited
f s Il tn sy r. I'D saS 5uh pss os
paving the old heseog q the sidewalks witch be rejected
picked from shall Be he property conactors
and shali ue rtnaoved and hauled away by them
niihsd ey the son,EsSOr as y. as the .eoI
tho three oen s u @ aGnd M b
the gonaa Council and to continne without Interruption and
within h{iss months aer and M
Ing Il " is i5ss within y months nh as oae
the SAN sane Is not not completed
s,ood ana toseht ne sum OF shan be re.
s1es e sa 'as q # q
Fsyo as follows t9 Nit me proportion to be paid by the
ass;5s y; nj Is L
who be saestea 70 all The rights q is city and
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