#302 Estimated repair costs post Hurricane 1926
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ae.~D6 taM ~ a'~()"ts P1:t$1t Qt. Oee:m 1lrlvc,
Shovel 4 Ollttl.t 8 (bl.:l's e ,2.iQ . 2.000.00.
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~read1D8 ~ a.J.Ong,Oooan DrivoI
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~b& Otrttar 4!.OOO,,' t.l~'. '. . (I ,1.50 fO.OOO, ;00
nTemEm'. 3.000 ~.7d. 4 ;.009.000.00
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Miami Beaoh, Florida
Ootober 11th. 1926
Mr. Ed. R. Nef~
Ci ty Engineer
Ci ty 0 f Miami Beaoh
Dear Sir:
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I find the Sanitary Sewers in good condition
after the storm. Thers are no sewers washed up, all of
the lids remained on the manholes. There is the usual
flow through the trunk lines. I have had only two reports
of sewage stopped and these were in t}a, 6r lateral. There
is a small quan'i ty of sand in the lines.. The sanitary sewers
are now operating fine. '
The storm sewers are in good oondition with t.lB - ex-
oeption of catch basins. these being full of sand and other
materials. In the trunk lines going through manholes,'the
water is flowing and very little traoe of sand, whioh shows
that the laterals going to catch basins ~e not in bad shape
and can be cleaned out with the traveling nozzle. Siphon
basins of small type, across Collins Avenue, are in bad
shape and in a few instances the pipes are clogged up and
may have to be relaid. These oatoh basins should be re-
placed with our. new type of siphon1 oatch basin as we ha~e
more or less trouble after every rain.
As the quanity of sand in both sewers is hard to
determine, I would suggest that we purchase a new sewer
cleaning outfit at onoe,with the one we have we oould olean
out all sewers by the 'first of the year and will be able to
keep the lines ~ good shape.
'-.
Very ~ruly yours,
As:~.;er on Sewer.
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With recard to 'fOUl!' r.trl Ul).\er4r.te €If Oct. 7..-
.,. I'~st fo~ t.~t)~tl~l h& 00 BO much ..-lth
~&g1\X'dto .ewer ~_'tS ~ _ ~ ~sr' Qy$~
la ,general. I wau1(l ~p3':'_ia.t8 BORe lnforma:t10lt
11\ rl~~d to 'thi a",
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M:taml Beach, 'fie.
Oct ober 7, 1926
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Mr. Ed R. Neff
Clt y Englneer
Cl ty of lfiami Beach
Dear Sir:
Ooncerning your request for a report on the
damage caused to the sewer lines under oonstruction
no final determination can be made until the con..
tractors return to work, pump out the lines and find
the amount of' sand in the manhol es and lines. At
present time ahe damage appears very slight, the
worst sufferer being the J. L. Kelley Construction
Company, for their oon~aot was in between the Ocean
and Indian Creek.
,
Followlng is the detailed report of conditions
as found one week after the storm:
September 25th, 1926
J. L. ~elley 30th to 40th Collins Avenue
75 feet open trenoh sheeting destroyed. Line washed up.
. Condl tions bad.
Kelley: Indian Creek Drive-Manholes at 32 about 3 parts' ~':r
full of s8llild." Several trees across line. Open trench
60 feet, probable will have to be relald. Conditions bad.
J. J. Quinn 29th st to Alton Rd on .N.' Bay RHd abou1t 300
feet open trenoh about 200 feet ooncreted balanoe will
probably have to be relaid.
Rollins
MoCrary . Lines all seem to be in fair oondi tlen wlth no
peroeptable damage to pipe lald.
TJJ1.:D
Very'.truly yours,
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CITY OF MIAMI BEACH, FLA.
CITY ~illNAGERrs OFFICE
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October 5, 1926
I
Mr. E.R. Neff
City Engineer
Miami Beach, Florida
Dear Sir
I have had a number of complaints
concerning the condition of the sewer trenches
on Bay Road in the neighborhood of 25th Street,
and it is represented that the sewer is com-
pleted and with very little work that the street
can be put back into passable condition.
Although there is no question that
the CLEAN UP CAMPAIGN is of more importance than
of getting streets into first class condition,
if it is true that with very little work this
street can be put into reasonably good condition,
I believe that it should be taken care of. Will
you kindly investigate the matter and if from
your judgment immediate action is necessary,
see that it is taken.
Very truly yours
CAR/W
~
CLAUDE A. RENSHAW
CITY MANAGER
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CITY OF MIAMI BEACH, FLA.,
CITY MAlIAGER'S OFFICE
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October 5,.1926
Mr. E. R.Neff
City Engineer
Miami Be~ch, Fla.
Dear Sir
At your earliest convenience I
would like a comparison of the number of men
employed in each of the several zones between
last Saturday and Monday. .'
Very truly your s
CAR/W
~~~~/
CITY ViANA GER
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Miami Beach, Florida
October 4-th,1926
Mr. Claude A. Renshaw,
City Manager,
Miami Beach, F19rida.
Dear Sir:-
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I submit the following data concerning Suction Dredge
which I have collected during the past several days,-
all figures with regard, to rated capacity are taken
from statements by the various Contractors and have not
been checked:
Contractor
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G.O.Reed
Hollywood
Dredging and
Const. Co.
Geo. Bunnell
/ Estimated Cost Date
Size Cap. per Hr. Rate per Hr. Avai
Per Uu..;Id. able
20" 400 eU.Yd. $75.00 $ .lS3/4- now-
12" 125 It II 4-2.00 .336' now
10" 75 " " 27 .00 .36 30 days
16" 350 II It 35.00 .10 now
10" 75 " It 15.50 .207 10 days
6" 40 " " S.OO .15 6 .dCiYs
Straight rate of 25~ pe~ Cu. Yd. Can put two
6" Dredges on this work.
Clark Dredging
Co. 22"
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125
67.00
3'2.00
.14
.256
mow
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mow
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Please advise me as to what action I shall take in this matter
as I am desirous of closlng up with one of these firms if it is
your intention to proceed immed~ately with this work.
Yo
ERN:K
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MA.NAGER'S
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Mr. E. R. Neff
City Engim,er
Miami Beach, Fla.
Dear Sir:
MIAMI
BEACH, FLA.
...
October 1, 1926
<~ J:
There seems to have been some
misunderstanding about the disposition of two
house boats, one of them beached in the rear
of the Libe~ty Avenue Fire Station, and the
other sunk in Collins Avenue near the Boulevard
Hot el.
It is the order of Dr. Roche,
City Health Officer, that these boats be either
destroyed or removed from the City of Miami
Be,ach immediately, as a health measure. Will
you kindly see that this order is carried out
at one e?
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CLAUDE A RENSHAW
'City Manager
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Miami Beaoh, Florida
Sept. 24th, 1926
Mr. E. R. Nett
City Eng meer
City of Miami Beaoh
Dear Sir:
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I find. that 7724 Cu. Yds of filling will be
required to oonstruot temporary roadway 30 feet wide
with It to 1 slope, on Collins Avenue from a pglD"t
3000 feet north of 44th Street to 63rd Street, beirig
opposite bridge at Allison Hospital. Two thousand,
one hundred and sixty four (2164) Cu. Yds. of this
material oan be obtained from sand whioh has been
filled in on pavement between the above menttoned points.
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Respeotful1y, . ~
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Asst. Eng.
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LIST OJl DlSPECTORS BEING USED
IN TIQKRRPING DEPARTMENT
w. R. Crosby )
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C. H. Register)
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w. H. Knight Zones 1 & 2
Holmes Zones 3 & 4
Ostby Zone 5
Pope Kelley- Xone 6
}lU 1 ing Zone 7
Kellium Zone 8
LYon Zone 9-10-12-Belle Isle RiTo Alts Isle
s. E. Lee North of 05rd street
J. C. Brown Zone' 11
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CITIZENS COMMIT~
Name of Oaptain Address of Headquarters Zone
Bill Scott 8Z9 ~ 1st st. #1
O. M. R. Graham 242. Meridian Avenue 2
H. A. McMahon 525 ColJ:ins Avenue 3
J. Harvey R&billard l~th & Collins (S.W.cor. ~arage) 4
A. MacAul.Q 1448 Wash..inP:ton Avenue 5
W. Miles Ohisolm 414' Lincoln Road 6
A. L. Bowes 1735 We.shin~ton Avenue 7
Charles H. Hyde 832 Lincoln Road 8
9
10
11
12
13
M. B. AuditoriUIll
Wm. F. Sheehan
O. B. Bryant
Allison Hospital
14
15
16
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TUESDAY~ SEET. 21st, 1926
RICKS t GENERAL IN CHARGE
EDWARDS - JOHN J. QUINN CO. )
)
HOLMES J. W. ROLLINS CO. )
)
KELLEY FISHER OASS CO. )
)
OSTBY McOBERY ENG. CORJ?)
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CHECK UP TIME,TRUCK AND OTHER
EQUIPMEBT MORNING.NOON AND NIGHT
AND SEE THAT ALL ARE WORKING MEAN-
WHILE. TURN:m TO CITY TTM"ffiTClm11'PERS
AS SOOH AS :POSSIBLE. TUBN IN DAILY
REPORTS OF COMPLETE TIME AND COST
SIGlIED BY THE SUPT. AND YOURSELF.
FIRST STREETS TO CLEAN UP:
FIFTH STR'F.'Rll', ~%; WASHINGTON AVENUE FIRST STREET 15th STRE&T
COLLINSA\[~U~t FOURTH SrrR]ZT 11th STEEET 63rd STREET
MERIDIAN AVENUE. ALTON ROAD DADE BOULEVARD
LINCOLN ROAD, BISCAYNE STRElm 41st STREET
BROOKS SUl?ERVISIOB
BISCAYNE, OCEAN DRIVE AND VIOnIITY
6th STREETt ALTON ROAD TO COLLINS AVE.
COLLINS AVEt BISCAYNE TO 11th STREffiT;-
EXTEND THIS TO 23rd S~~T.
OlaRLES BROOKS: 15th STRET, COLLms AVENUE TO BISCAYNE BAY.
GANGS NOW ASSIGNED:
CONTRAOTOR
J.W.ROLLINS CO:
11
J.J.QUIlm CO:
,.,
JAMES:
.
BELLE ISLE & FIRST ISLAND WEST & CAUSEWAY IN' BETWEEN
MERIDIAN A VEt BISCAYNE TO COLLINS CANAL
7th and 8th STREETS. COLLms AVENUE TO BAY. .
,.J. .
CA T.T.A.H AN ~
ROSSITER:
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TUESDAY CONTID
PAGE 12
FISHER CASS CO: LINCOLN ROAD. COLLINS TO BAY AND ALL STREETS
AND AVENUES NORTH TO COLLms CANAL.
'"
GANGS NOW' ASSIGNED: SUPERVISION OF mFBERG
J .B.MoCRARY ENG. CORP: NORTH OF COLLINS CANAL AND WEST OF
INDIAN CREEK..
T.B.McGAHEY PAVING CO: COLLINS AVENUE., 23rd STREET NORTH.
GANGS WORKED TODAY: (APPROXIMATE)
SUPERINTENDENT MEN TRUCKS
CHARLES BROOKS 17 2
! JAMES 19 .2
CALT.AHA,N .....
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~ ROSSITER 11 2
FISHER CABS CO. 52 4
~
JOHN J. QUIJ:iN 10'1 11
J. B. McCRARY ENG. CORP. 42 3
PIERCE "l 3 Teams .
279 29 ... 3 Teams
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~uU" ~~o~ydHOfl $_ 0"\.60 /1>-fr(J.0-{)
. -y
~~~ ,4-,J8 ~1,Jfndt~n Grook~r.vo ~+th 1-0~' "
~ L\Y\ ft. Curb land qu1tor@ },<.EO 4-c5"c,~
zo-o ~C/J' y;/' &td e we I}~ ~ t:. . ro ~ j ~
I~ II 'II \~\It1ment~ ~ : ~lo-t)
.. I ,
. 3C(SO,yt) - ~t~
. ,CoJ/;n.1 AYdnU~ z.++h to 44th .)
(ExcJu6',yO oiCSideU)()!I<6) -
r\O~u;red +0 nnt6h nD-t lnolt..d~ 6'~~EaeJofLC:>>)Ii~ -
ofeamC5ho'lot and <oTftJJ~6 ;. f ~Y":,l,'~ ~toe. c)() ~"()().Ot)
<D~r.ne and 8TrUl'&<t l<qrJer Sdo3~ @ ;jjoE,1>() . le~'~ -45"DO'~
-
~racc It~
zoo-:D . ~
tGl:rO-e> I ~
~ ;t
/0 /:,')4 6O\laIo c!JI.r~dd ~ad- tJ ~Jtflj and 6'Jew(J/~ c5&'OO · ff(J
Dr~'If/S Approx;rrdojy ;;;:~Gu.yd. - [)~o!ie"j.{/I Tcf.&J/ 1C M() · (}()
r
.... ....... .~. --""--'.
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~
~
...
ESTIMATED COST OF REPAIRS
TO
STREETS AND SIDEWALKS SOUTH OF SURPRISE WATERWAY
~6o... Lin :ft ourb Be gutter
~ 1200 Sq yds 10" Rook Base
1200 r "I'h.'" PtU1-'dXen. Rook
450 . r:' ~/1}. " Ken Rook
1875 r ~ sidewalk
150qa r r oil &I sand
To tal
Plus 15%
.
I
BOTE:
@ 1.25
@ 1.40
@ 1.60
@ 1.60
@ 2.25
@ .__/~cf:
1.075.00
1.680.00
1.920.00
720.00
4.218.'15
Bee .90 ZZ.;o,() Q
I / "3. 7':'-
.9.811_" /
'1.t97_~ 117'l~C,
., , ..! n _ 11' / ~, " '/-l. ~ I
~....."t;;...
011 estimated above is for Ooean Drive north of 6th Street where
shovels and graders have damaged 011 surfaoe.
Y No seawalls damaged outside of Ind1an Creek seawal~s reported by Mr.
Winn.
550 yards of Kentuoky Rook not reported is for Belle Isle and is
oovered by agreement with Qu1nn.
Above report does not inolude. seotion reported by Mr. W1nn.
" ....
-oj"
10/7/26-D
~\
c
r
ES!IMATED COST OF REPAIRS
TO
STRUTS ABD SIDEWALKS SOUTH OF SURPRISE WATERWAY
860 LiD ft ourb & gutter
1200 Sq )"d8.. 10" Rook Baae
1200 r ",1t 1\n.000Ken. Rook
'50 r .. I'/~" lCen'Rook
1875 r.. aide.alk
15000 r r oil ~ 8and
g 1.25
@ 1.4.0
(I 1.60
o 1.60
g 2. 25 .~
i>> .-J; 1$9--
1.075.00
1.680.00
1.920.00
'120.00
4.218.75,.
--- TS 2.~.:r(;). ~ f)
te. ilB. '18 /7 t! ~.3. 7 J-
-j.M'.~ 1779,.:r'-
tll.199.81 1..3~J/.J. ~I
I
Total
Plus 15%
BOTE:
011 estimated aboTe is fGrOo.an Drive north of 6th Street where
shovels and graders haTe damaged'oil surface.
Ho 8eawalls damaged outs ide of Indian Creek seawalls reported by lIr.
W11m.
550 yards of Kentuoky nook not reported. ,is for Bell., lsi,e and 1s
ooveredDY agreement wiih Quinn. .
Above report does not inolude section reported b.1 Mr. W~
~~~
E.. S Loft g
Ass' .Eng neer.
I
lO/7/26-D
I
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,
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~...,..,..,..~.- ._.~" .".-
~
C)J~
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----....
./
M1 ao~orida
~~m~ 1926
ESTIMATED CO OF REC~UCTING
SEAWALLY" ~YElJ""BY HURRICANE
386 110 ft ooncrete sea walls Re-tie @ 2.00 . 772.00
4154 r r r r r He-build 15.00-62310.00
1215 ':' ~ r Rubtne ':' -:- r 10.00-12.150.00
761 r r Wooden r r ~ 10.00 7.610.00
ta2, 842. 00
?
TED COST OF RECONSTRUCTING
ZONE 11
300 ft curb a
2 sq yds sidwalk
,000 sq l'ds pa vetman t
300..001
-500.00' .
25QOo 00 ..
f3300.00
om pavement and plaoing
d 'trucking of same from
, $6850.00
Lot cleaning est ted from d
~fi111ng es.timated 100.000
to o~lete-lOOOO.OO
,
joOOO.OO
tl42.992.00
~ -'--.....
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. 8 ~6 -c5noYGI ard oJfJ@~ d~ Z,,,c,M. Jj~- "Zooo.oe
i c55pret3d Ie!) 6and elDQg '~f) !DrIve
: at!J dce!:16 g)~hno ard afDrrkofl. &~:J @~ 00. 0{) 400() · ~
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froM ~bor k~f ~l:b +0 C())(Y)pb+,6n
trOMt?at ~6+ Iq~~
5FnJi~urG61-to n:t~~~~ ~+8 I IQ'Z-0
I. (Mr. ~(;iIr;J~ 1 e~ ~~~)
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LDfte4 - ~h(\l)tf\;;\tM . .
I Ilru<:,f~ <4-10110 I) r cia ~ @ ./[00:
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Lone 8 ~ (SIb fi;r6<5~ .,f.- . 0(7)
. [n+lre GreLO.1 d~@ ..3't~'
LDne tl - 5, L I Bsr:-L\Mcn '.
[n+~r6 Crew ,IDda2)€>@{ i;J?J ~o ..41(Jf),~"
'z. DnO~ q I I Ocf'1:1 .:...'70 Je dono beY Ctb Fbr60~ - ~f\'IM' Calla~a~~.
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