19210621 Regular City Council Meeting - Minutes
REGULAR MEETING.
A regular meeting of the Board of Trustees of the City of
Vernon, County of Los Angeles, and State of California, was held
on the 21st day of June 1921 ,191 ,at 2 0' clock P. M. of
said day at the regular meeting place of said Board in said City
of Vernon, which said time and place is the time and place fixed by
ordinance for regular meetings of the said Board to be held.
There were present at such meeting Trustees,
J.J.Furlong.Durbin,Hornaday and Kniffin.
There were absent from such meeting Trustee,
J.B.Leonis.
President Trustee J.J.Furlong presiding.
The minutes of the meeting, held on
June 7th 1921
19l , were: read and approved.
Application of A.'L.Etie for a permit to erect a building on
Lots 10-11-12 of Block 6 of the New Vernon Add. was read and approved.
Application of C .1.1. Ga;y' and Son for a permit to erect a new building
on the N.E.Corner of 52nd and Alameda Sts. Was read and approved.
Application of James Haynes for a permit to erect a new building
on the N.E.Corner of Santa Fe Ave and Pacific Blvd. was read and approved
Application of the South Los i~lgeles Land and Water Co. for a
perrili t to excavate at Vernon Ave ~,_bout 50 feet west of HaJi'lthorne Ave.
for water service was read and approved.
Journel Voucher No.l14 transferring an additional amount necessary
to take care of the Roadway and Alley find was read and approved.
Application of the Vernon Commercial Co. for permission to install
and maintain a small cooker in their plant for the cooking of bones of
animals was read and denied.
Financial report covering the month of 1~y 19~1 was read and
referred to the finance committee.
An ordinance was introduced by trustee Kniffin being an ordinance
regulating traffic upon the public streets of the City of Vernon.
A map and binder showing the assessment district for the opening and
widening of an unnamed alley running easterly and westerly through
Blocks 2 and 3 of the Aldine Square Tract and through Tract No.65 was
presented and approved by the Board.
The matter of placing City Limits signs along side the prinlklpaJ.
streets to cover the new City Limits to the east and south was brought
up by Trustee Hornaday and laid over for investigation.
The following demands were read:-
4631 T.W.Garr 80.00
4632 T.J.Furlong 30.00
4633 M.W.O'Donnell 40.00
4634 J.J.Keller 160.00
4635 J.J.Keller 3.00
4636 Herman Scheider 20.00
4637 R.A.Chamberlin 50.00
4638 Howard McCurdy 30;00
4639 Herman Bosshard 50.00
4640 Dr.L.J .Viil11ams 35.00
4641 L.A. Towel Service Co. 1.10
4642 Duncan Vail Co. 7.35
4643 Huntington Park Signal 5.50
'46.44 L.A~P&..v:1ng Co. 7721.B'1
4645 Howard McCurdy 3~.00
...
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Page Z meeting June 21 1921.
4646 California Dressed ~eef Co.
4647 So.L.A.Land & Water Co.
26.90
78.'1.5
837'1.4'1
All of the above demands in the amount of $8377.47 was read and approved
and upon motion duly made,seconded and carried were ordered paid.
Resolution of Intention No.192.
THE B01\RD OF TRUSTEES OF THE CITY OF VERnOn DO RESOLVE AS FOLLOWS:
That the public interest and convenience require.and it is the intention
of the, Board of Trustees of said city to order East Twenty seventh Street.
a public street in said city.from the westerly line of the right of way of
the Atchison TOpeb.,aa. ~ta Fe Railroad Company to the easterly line of the
Day Star Tract.as per map recorded in Book 25.page 66,miscellaneous Records
o~ Los Angeles County.excepting such portion or portions thereof as are
required by law to be kept in order and repair.by any person,firm or company
to be improved in the following manner.to wit:-
That said street,between said limits,be graded to the official grade,and
that the roadway space thereof be paved with six inch hydraulic cement,
concrete,concrete bas and surfaced with a two inch asphalt-concrete wearing
surface,in accordance with specifications No.15 and plan and profile No.
141 {a} of said City.
That a concrete gutter eighteen inches in width be constructed aaong both
sides of the roadway space of said street between said limits.as per
specifications No.lO of said city,and as per said plan and profile.
That a cement curb be constructed along both sides of the roadway space
of said street between the aforesaid limits,in accordance with specifications
No.9 and also as per said Plan and Profile.
That an eight inch vitrified pipe sanitary sewer, together with manholes,
flushtanks and other appurtenances.be constructed in said street between said
limits,in accordance with Plan No.141 (b) and specifications No.l~ of said c~
city. to Which plans and specifications reference is hereby made for futbher
particulars.
All specifications herein referred to are on file in the office of the
City Clerk of said City.
All plans and profiles herein referred to are on file in the office of
the City ~ngineer of said City.
It is hereby determined bj the Board of Trustees that serial Bonds shall
be issued to represent assessments of twenty-five ($25.00} dollars or over
for the cost of said work or improvement; said serial bonds shall extend over
a periOd of nine years from and after the second day of January next succeed-
ing the issuance of said bonds,and an even annual proportion of the princLP&
sum thereof shall be payable by coupon on the second day of January every
year after their date until the whole is paid. The interest on said bonds fI!
shall be payable semi-annually by coupon on the second days of January and
July respectively,of each year,at the rate of seven (7) per cent per annum
on all sums unpaid,untilthe whole of said principal and interest is paid.
Said bonds and interest thereon shall be paid at the office of the City
Treasurer of the City of Vernon. Said bonds shall be issued in accordance
with,and pursuant to the provisions of an act of the legislature of the
State of Californai,entitled,"An Act to provide a system of street improvemeIt
bonds to represent certain assessments for the cost of street work and
improvements within municipalities,and also for the payment of such bonds,n
approved ~ebruary 27th 1893,and all acts supplementary thereto or ammend-
atory thereof. .
All of the herein proposed work shall be done in pursuance of an act of
the legislature of the state of Californai entitled"_~ Act to provide for
work upon streets,lanes,alleys,courts,places and sidewalks,and for the con-
struction of sewers within municipalities,"approved March 18,1885,and all
acts supplementory there.' or amendatory thereof.
It is further resolved that the City l~rshall of said City of Vernon be,
and he ~s hereby,selected,designated and appointed Superintendent of Streets
of the City of Vernon , and as such,is hereby instructed,empowered and design-
ated to perform any and all duties required of him by law.
There being no daily, semi-weekly or weekly newspaper published or
circulated in the City of Vernon,the City Clerk is hereby directed to cause
this resolution to be posted conspicuously for two days on or near the
chamber door of the Board of Trustees,and in addition thereto,to cause the
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Page 3 of meeting June 21.1921
same to be posted and kept posted for two successive weeks in three of the mo
most public places in the Cit~ of Vernon,to wit: The Horthwest corner of
Santa Fe Ave and Thirty-eighth Street,the Horhhwest corner of Santa Fe
Ave.and Thirty-seventh street,and the entrance to the City Hall at the
Northwest corner of Thirty-eighth street und Irving Streets.
I hereby certify that the foregoing is a fUll,true und correct copy
of Resolution of Intention No.192 passed and adopted by the Board of Trustees
of the City of Vernon at a meeting thereof duly and regularly held on the 21~
day of June 1921.
he it of Vernon and ex-
of the Board of Trustees thereof.
Resm1ution No.193.
THE BOA....1ffi OF TRUSTEES OF THE CITY OF. VERlWl~ DO HEREBY RESLOVE AS FOLLOYiS:-
That the following specifications for the construction of asphalt
concrete pavement on a cement concrete base in the City of Vernon,to be
known and designated as specifications No.15 be,and the same are hereby
adopted for all street work hereafter done in said city:
S?ECIFICATIONS No.15.
FOR THE CONSTRUCTIOn OF ASPHALT CONCRETE 2AVEUENT
on A CEI.TEHT COlJCEETE BASE IN THE
CITY OF VERNOlJ.
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Plans,Ete.
The work herein proveded for is to be done in accordance with the
pl&ns,profiles and cross-sections on file in the office of the City Engineer
of the City of Vernon,and in accordance with the ordinance therefor,and all
work shall,during its progress and on its completion,conform to the lines
and levels which may,from time to time,be given by said City Engineer.
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The work to be done as follows:
1. To excavate or fill in the area upon which the pavement,hereinafter
provided for,is to be constructed,to such an extent and in such a manner
as may be required by the plans,profiles,cross-sections and specifications.
2. To lay thereon the pavement as provided for hereinafter.
3. To furnish all the materials necessary to perform said work.
4. To do whatever else is required bt these speCifications.
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SUB*GRiillE.
The subgrade for that portion of the roadway which is to be paved,shall
be such distance below and parallel with the finished surface thereof as is
shown upon the adopted cross-section,
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Grading shall include all filling,the removal of all earth,stone,or all
other material,of whatever nature it may be,that may be encountered in
preparing the street and shall also include all trimmings and shaping
required to bring the surface of the street to grade and cross section.
When mud or other soft material is encountered,it shall be rolled until
the surface of the foundation ceases to sink under or creep in front of the
roller.The Contractor,however,will not be required in such cases to excavate
the mud or other soft dirt or material to a depth greater than two(2~ feet
below sub-grade.
All filling shall be done with good sound earth or gravel.Whenever a
fill is to be made,the embankment shall be brought up in layers not exceed-
ing one (1) foot in depth and each layer shall be thoroughly dampened and
rolled \\'1 th a roller vlddghing not less than two hundred (200) pounds per
lineal inch width of tire until it is firmly compacted.
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Page 4 of meeting June ~l 1921
When special flooding is required,the contractor shall perform the
same in accordance with the requirements as specified on the plans.
No material of a perishable,spongy,or otherwise improper nature,shall
be used in filling.The space over which fills are to be made shall first
be cleared of all br~sh,timber,trash,or debris unfit for foundation.
During the process of grading the street shall be maintained iB a
reasonably good condition for traffic,care being taken to remove the surplus
material as evenly as possible over the whole surface of the street.
Not more than one half mile in length of any street shall be ploughed
up before the laying of the concrete base is begum;nor shall more than one
half mile in length of any street be ploughed up in advance of the laying
of the concrete base,except where there are car tracks on the street,in which
case one side shall be held intact until concrete base is begun on the other
side.The contractor shall at all times maintain proper drainage on the street
The width of the street to be graded,unless otherwise specified on the
plans or in the ordinance of Intention,shall be held to mean the entire
width of the street from property line to property line,and the roadway
be*ween the curbs and pEoperty line shall be finished for its use as speci-
fied herein.
The spaces between the curbs and the property lines in cases where no
cement walks are laid shall be graded to a plane rising at a rate of one
guarte:r (~) inch in one (1) foot from the established grade at the curb line,
and in cases where cement walks are constructed th& space between the curbs
and the walks or the walks and the pro1?erty lines,as the case may be,shall
be surfaced evenly with the tops of the curbs and walks.
After a block or section has been graded,as above specified,the surface
shall be thoroughly drenched with v:ater and \'ihen sufficiently dry shall be
rolled with a steam or gasoline roller wmighing not less than four hundred
(400) pounds to the line 1 inch width of tire until the surface is un-
yielding.
Whenever practicable the street shall be cross rolled as well as long
rolled 10ngitudinally.Uepressions made by rolling shall be leveled up with
good earth and again rolled. :.3uch IJOrtions of the street as cannot be
reached by the roller,and all places excavated below sub-grade and refilled
and all pipe trenches and other places that cannot be lJroperly compacted by
the roller shall be tarrrped solid, and in cases of Viet liveather or soft or
muddy ground making the use of the roller unsafe or improcticable,the rolling
shall not be undertaken until the ground has bean sufficiently dry.
The Contractor shall notify the Ci t~T 1:;ngineer vihan a block or a section
has been brought to sub-grade ,1[1hen the latter will check the elevation of the
same,and if the \iork is found to be satisfactory and in accordance with the
specifications and grades given, the Contractor shall proceed as hereinafter
mentioned.
....
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COnCRETE BASE
Upon the sub-grade prepared as above described,and thoroughly dampened,
there shall be laid a concrete base of the thickness shown on the cross
section and composed of the follov:ing m~;,terials to vii t:-
1. Portland Cement............l part by measure
2. Sand or stone screenings...3 parts by measure
3. Gravel or Broken stone.....6 parts by measure
A sack of cement weighing 94 pounds net shall be considered as haying
a volume of one cubic foot.The cement must be dumped from the sack directly
into the mixer.
*
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COnCTIET]~ M.iTERIAL.
CElIEHT. lUl cement shall be Portland cement, and must conform to the
following requirements and be SlJ..bject to the following tests,which will be
open to the contractor nd will be made by the uethods and under the conditiorr
prescribed by the Committee on Cement Tests of the American Society of Civil
Engineers.
(a) Consistency. All cement for set tests,testpats and neat briquettes
will be mixed with sufficient water to reduce the cement to normal consist-
ency as prescribed by the Committee of the i~erican Society of Civil Engineer
Neat briquettes will be pressed into the molds by hand,mld the mortar
briquettes will be compacted by light tal)ping.Hortar Briquettes shall be mixa
to a state of plasticity corresponding as nearly as possible to normal
consistency in neat briquettes.
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Page 5 of meeting June 21 1921
(b) FINENESS. The ee~ent must be evenly ground,and when tested with the
following standard sieves,must pass at least the following percentages by
\veight:
No.lOO sieve,having 100 meshes per lineal inch ..........9~~
No.200 sieve,having 200 meshes per lineal inch ..........75~
(c) TIME OF SJ~TTING. It shall develop initial set in not less than
thirty (30) minutes,but must develop h~rd set in not less than one hour,nor
more thante:an(10l hours.
(d) TENSILE STRENGTH. Neat briquettes one (1) inch square in section
shall attain a minimum tensile strength as follows,=..
At 24 hours in moist air.........................175 pounds.
at 7 days(One (1) day in moist air,six (6) days
in waterl........................................600 pounds.
At 28 days (one (1) day in moist air,27 days in
v'later)...................................................... .600 pounds.
Briquettes one (1) inch scuare in secition,.made of one (1) part olf
cement to three (3) parts of standard testing sand,shall attain a minimum
tensile strength as follows:
At 7 days (one (1) day in moist air,6 days in water........200 pounds.
at 2.8 days(one (1) day in moist air 27 it ff IT ........275 pounds.
The sand test must in all cases show an increase in strength 28 days
over the seven days tests.
(e) SOUNDNESS. Pats of neat cement about three (3) inches in diameter
one half (~l inch thick at the center,and tapering to a thin edge,will be
kept in moist air for a periOd of twenty four hours.
A pat will then be kept in air at normal temperature and observed at
intervals for at least tYJenty eight da.ys.
.tnother pat will,. after having been kept in moist air twenty four hours
be placed in water at normal temperature.The water shall then be heated to
bmiling temperature and maintained there for three (3) hours.
These pats,to satisfacto41y pass the requirements,must remain firm and
hard,and must show on signs of distortion,checking,cracking,blotching or
disintegrating.
SM1D. All sand must be free from oil or organic matter and must not c
contain more than seven (7) per cent ,by volume,of clay or silt.Not less than
ninety (90) per cent,by weight,of the sand shall pass a S~Eeen having four
(4) meshes to the lineal inch; at least fifty (50) per cent,but not more than
eighty-five (85~) percent,by weight ,shall be retained on a screen having
thirty (30) meshes to the lineal inch.Briquettes one (1") inch square in
section made of one (I) part cement , conforming to these specifications and
three (3) parts of the above sand,shall attain a minimum tensile strength
equal to that required for standard sand at equal periods of time.
STONE SCREmJINGS. Stonescreenings shall be such as are obtained in the
crushing of clean,hard and durable stone,and shall be that portion which
has passed through a one quarter (i) inch mesh screen,and shall otherwise
conform to the requirements for sand above specified.
GRAVEL. Gravel shall be clean,hard,free from more than five (5~) per
cent ,by weight,of sand,and shall have sizes ranging from one Quarter (ill)
inch minimum up to a size passing through a two (2"1 inch ring. Not less
than thirty (30~) percent of its volume shall be material which will pass
a three quarter (3/4} inch screen.
If screened gravel is used,i t shall be composed of sizes betvIeen the
allowed limits as they occur in nature.
BROKEN ROCK. Broken stone shall be the run of the srusher,except,however
that not more than five (5~) percent of its volume shall be material which
will pass through a one quarter (.~") inch mesh screen, and not less than thir1y
(30'10) percent of its volume shall be material which will pass a three quarte
(3/4~1 inch mesh screen,It shall be clean.hard and durable in quality,shall
range in size from the minimum moted above to such size as will pass a two
(2") inch ring,and shall pass the following test:
TESTING BBOKNN .::h'Ol~E. The broken stone tests for all stone used ullder
these specifications shall be mad~ in accordance with the rnethods proposed by
the American Society for Testing Materials.
The rock used in the test shall be furnished by the contractor and shall
be delivered by him at the testing machine when required by the Engineer.
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MIXING.Ececpt where prohibited by the width of the roadway to be paved,
all mixing of concrete shall be don in a
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Page 6 meeting June 21 1921
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h_:t8 at fa t~..~t~tnJ"f'! ('l t went1-11.o <<..) ...n.. -.t18_ae
._nl,""d ." t'rf..t,-tl.. <<2,0) ~_ ..m1g-_..,. BIt 1eIa
ttJ.U ""Oil" CYOJ'J perHM oboll be aolubl_ tft el<<h'''''' ...-1
4~_"ha whea OM mtJd:re4 tlft7 (1801 DUbio eeattIHten
-10-
252
Qf t~ DolveAt are pou,:Irad On Qne-)I..aU (1d 8~8 of th$
.f1.mJ11 d1Yitl.4 ftLIJp!11l1t1(j ~etL~nt fnd the ~e 1s allowed to
,\0. tor -i6h'toen(18) hon.ro at a t~!"~'l1,llre o~ twell't7-.f'1"e
,ge) 4eg1"O_ oen1;18t't~(l.. It OhliU not <?o.."1tolJl more tl'-.t1!1
fiftee. (JJr~) ~~.at 11:tt'Jd cU1~bOl1 01'1 18n1t1Cll.
~~'hen tl't& ~ltj,ht11t1. c~eJlt 1~ Pr0PSNd by ldxll16 1:1
$01.14 Oil mJ~lt lnth tl liq.id ru~phnlt;. 'the H01.1(\ 011 ee:t)~.tllt
&00.11 Mprepe :tf$d bz.r (lil'Jtill1ng' tlltl crmlo 011 tuttil th(t ~epllal-
t.1e 1"08141_ t.$s ft pO.1lfJ'trat:tcUl not loaD "..,,~ .flitI' (100) deg~.
1
b1 th<'1 JJistrlGt 01' OGltU~b~& erttiadftrc1. lillcl &:hall actt 'be prel'61"ed
bl ~1. OJ' t1~ ~.rr.o!"o oo:t1d 1112p~h\fjlt with tt liQ1l1.4 or
cene:- ttc,l~l t.
!he ref1ae4 l1q1114 1101'001 t lWod 111 sOftoUAfl: ~ _uIU
nuphnlt must n.f3 & atiff rOfd.Abun of petreleum 011 with an 08p11811;
_see It mast be t7&f!J frolti tvete.'r and :from light 0118 "h.1;11e
'.. ... ,.. ..... ......
at 1.$6 thlul - hUntl~Q rift:- <<180 ) 483"88 Fabr. ~1h.1l t17tfnt7
Q
(20) ~e O)ffl h.,8te4 to (I tf;tt:p01"fl't.nrc of three hUDt11'Od 1300 )
desre. 28hz'. tor five (I)) t.;>OMecutlvc hourn 1lt an UJ1coyet'$.4
~1'11n4:l'1(tfJl 41ah th:'e. lLrld on.~U (3!t) eont11~terG b1ch b7
ttf" 8M o~lt (&ld cent 1: 1.n ditifl:.eter , it l'!:ilJ)t not
lOti. ~c~.''''.:l. thne (3%) p3r(t~nt in W1J1{;bt. It..t eo.rrt~1n
f'lot l$~u tholl 1'd.net.r-nine (99;~~) I)6l'Ctlllt Of lr1tW!:l)lt eoluble in
c$r)oat1an1Pb1de.
,:'.l, ..,,~~
j.)_'~u#
!he BtUl~ t(\~ weo~1ng nun-bee aht~n be clet.la, htu:t-
t7:r8.1_d 8,114. n ltfJt Yl1()~ tlmn thfte U5~;)
)'Hn:"~l'ft!l' f'jf :lo$t. (iln.1t Ot'Hur'thl' b:lml'1t1eill 'it f:l'tWtall
paa~ II t.a. (10) roAR to tho beb. H...GIl.
-11-
253
~
,...s., ceo) "nut" -SIr", C80) ..~
d....... ..11 18_ e tm,. 'to) UId1 to Ww. laBia......
.... t.- ftftMa (U~) peneat ... th"'" C_) ,...... .,
,he __ ..11 JMaM e1th',. (801 JII88h to the s.aeh.......
!.UJI .1'.
1M de. Aut t..... ~ auteee. eMU .. 8 ttne17
~ Ur'........ ___. qufta .. "her ....1 _tedel.
at ..11 . It 8Uh ft__OtfJ tha' .U .ftt mll ,... e t1fQ'
I.' ... . the tMh ....... aM ., leut .tat,..... ell.
PI..... _U JlIl&8 .. .. llUtlJlea C8lO) .... to the 1.-1& 88....
~.
1M ... .,...11 M heft. teugh 1'Octk, ~
~ la ....,.. fIrM 11'- 108m .. ~ .... .11I ahall
.-at ,he ....t Mn~f'Ml" J!'e..d".
-a.o.-
~.,JlJ~ ~~~II !T~
1M BlUlt. UId'ftlIe..-' 8MU ..,. Me"'" la e1d\e~.
.,.. tel ,. '..-Nilan ..~ three han4n4 (1001 aM 'hIM
hUtI.ret .....,-tt,. (a") '...... lfaU.. a.n4 &.11 JIl88 "h~
.. ~ .....Ntio..
10 .. ..1'0-
t ... ... ....a
t tath .- ......
1 I..lwbmetth .....
the. _t&'!'lal t,.. ea_ 80...,ft aeetlon aM11 pefi~~ lato
. ...,.nte '* OJ' ftOer,tae2Al. .... tb$ .te_ f.l"oaeaeh ""eMU
.. 8ceu.n'.1I welSh" .1' .ae1lft4. eftl the ....ftJ1 .1_ at
ato_. IitlM .@!ft4 ate. Aut tor ...h ..'eh ., SU'taee ald.-
toab1Ml1a the proponloae aa ..t :to"b 1a JRJl88'ftph 6 ., ,....
254
-u-
..,111."t...
14 P""~t.. .. ~. tdxwe, the atoM "nflt. It.d
... ~. ~ 1-' "~''''B ....une!' ell') bell"
......._lIIiId .aft ,.. C 10) ... ...... _.n .. t~
..~ ....... ..,....1' sa alJttlte14.......'..-.lU. ..... eqM1
.. '- C~) ,..... " ..I.t;ht of "hl,f)." ....p. eWl ...a
... .44", .,. t.h.W1. .M ..llt241..... 1M... ..... .-.
,...... .. 11"'. Sae.M8h ....... 8. ..-bet fa . ~_m.
c",ft )trlftb ... ........M t.....1a\.!' .f ,he .$1'.1 tie e...
.__rr to. ". lJftwh .U t...a .. ..... ~.. the dde ... ehd1
" ..~ uatll."'tl ptlr"tUle 'f" at.. lut. _al .. ........
... l$t~ _..,.<< with fi J.a,er of upbeltu ..... Ie
.. o....tMr 18ft... ~,U ,..., tit.tpJW.ts.. ..... IMthNtftA
.tbO.. thJiM __..<< "'.llt,..,a..C"-. 4.... ......
.u-
.. a1ll'fM. ~U.V~P6"" .. e..., ..U 'be ~
.. 'he 110ft la ...Sw14e.1'te or .., w.,.... eM ..:U .. ..
d144u. *h8a ,...ltWftf1 __,-a.... 81-'>> 4.... ..... ..
bfA_t~'!... tv.. ~.n4 CIO()O) '..... ............ it ....
, ''he .,~.
It .n ., ... ... ......11 artr'" .... tbe .~
..,.. ..... 1d~b Jt.O' ~"ft18 .. .... J'f~" WI _ell It <<.~ ...
.fte:t ....1tt11 t. fI1tt.u,. <lfMP"UI0a. the f1.alaM4 8St'Mlt
(feUlltl,." ..~ &u:r.ee .ball bafte. thic__ Of Mt .1eM tbaa
_<<.1"') lMhW.
It 8MU .. I.t'.4"'.17 ro11ei _, " 1'011or -.... --
1..a the. tv.. .haia.M4 an4 trWfJAt,..ft.. f.~) ..... .. theU..,
wh width Of' "l"fl ~11 tbe Ut\~.U 'Ul71ttltias.''''$ to
pa.. &811 oneu ._1o~
Ibf oocpl.$te4 afJpbial' O..M\flI ~ auIMe ..n
.. .. _ll.. de.. eO.f'ot.. <JicM$h611 hi" ftt tHait Idled, C.-
-U-
255
...... ., .t!)e. ....:l.ft. .-n',. el the 110114 ..-
.. 1'8....t~hal1 be la14 ia _1.,...... .. ....
the ...... ....."e MGe 10 "' t... ala .. .GJtf o'Wlft ......
~
Ibe b:rob. ato_ ue8e in tho fUjrmelt 0080,._ --nas
&luffs..., .hel1 ., lOGe mea" tl:ltl:11 t.eftt~. C ~~) pere.' Of
",. "i8ll'ta n. ......a:,pctUid, to altftataa aM. ~ Sa 8
..1d~al 'H"t1ae' .ChSM. aiM e,) tMhM .. ~ .sa. s..U. 4~
.1-. ..,..".. oa tfttUll_ 8t .. tSaceMl "nu.. aM hen..,
......14_ (1/:1.0") SMh ol~1e" opealat;e a' 811 .then ~"'1e...
Ia ~8I tM _i tM ntfJlet ~ll ...1... at a uUoa~-
ot 10 a.~.,fj,. to" .... 'hclN8aJ'd. (10,000) _YOlatlo_. 0a1.J t;he
pe...4ta_ .f .'.r181 '1O. oft Which wU1 _~ ,~ e tea. (101
.muh ...... .11 '" ._i'.~4 ... a..-Sft.'l86 tha --.at Of
ab.N.,lo.a.
1M "'Ma .... .... Sa the _1St 8l1a11 .. .1 8 al.
'~hl" wOJ. puG .. eM an4 .......11 lli) t.neh I'1aI a. wU1 ..
....... .. 8 .. aNI ."'o.nh '1t-) ...... d.tt8. 811I .. ....
., .... .toM ..... ... -Jdar ... ..... shall 'N eM t~_..
(1000) .........
~-/3
.Ir'm ...'& 1'IIl'tSt .
.~
-...1" the J& ....81 ,... llot'end.at'e 8pt.t a
...... _"fU., Nil..., ttaokor 'the2r pa,..... the Ceat..to. ehall
P.d.U8n1 _ .1'Oath.~ 1~ of q14 ".!'rd..'lt. I' beedeor' ...
Ie.. ,.. ... (a1f) lUhe.ill tld....wus SM el!Ul ill 4.~ to
the 'tld.....t tbe I8~.....the 'i~ 6~ .t'he h<<Nl4er eun
".nIe_ t. the 1l'8t'tQ s~ oJ'O$a....ctloA ot the 8UfMe ot the
...'186.
~vr/f
f!I. ." "1'.<.Vf .t.~.'Qi'Ml.. .
~
0111'-__ 1lho11 "'0 p1aoe4tihGM"'''' d_lsMt.. ..,he
-11-
2S(i
JIUU.. .. ~- Of 'be .the' .. me l4 t. tta.. 0" ,he
eSt, ~I'.t&'he,. .hall 1M OfthoohfUMoHr ,Nt .t__Io.
ahOWJl .. th.. ,"me or plfta aad 4eeerl1Je4s.a tilt; .""'110.'10_
... Sa .. 1It1Jlmee .f latent.!""
--
~.lJ
!~[;.~ il~r~i1J~.
...... 1M Coatftot.... 8.11. to, the ,.1.. .U. fUldab aU
'he .".:rU1a... pe:taa.all the 1E~.,r _..." '" ...._ ,be
-.3tb ...1."1' ..a,.., $.a ~1 th.~ d~a11ke .uv.r .....0001'4-
-.- with 'h~ 14a-. ."1... t.tn'apeelft..tloM aDA M4.r the
,
'1~"" ..sa '- the tU!1tt,a:ftult1cn It' the "1'08\ Baperl..._....
~ U,,~lW1 AU _ted.a1 _t _ 8,..111...
'"ull" Et.84 f'I11I eQll83. ",0' ~ompl.. whea s--", an 7flq1t1red.
the ~'.1' -.11 roaloh to 'h~ ~~lt, ~. 1'07 \eot. .,....
e"l- Mlle4 fer aM mt;ot (th&~~ 88Q1e& of aU the __1"11\18
ilJ'tl*- to .. ._ la the work. ae~~.d _terial .... lie i.!~
41_'M1J ...,.y'" ,,. the "\<Od 'b.1 the <4..........
1a6lIIt ., ...tuGI'. eltl)8rlatefttfem. 1t~bO.., or "her
f).Nt. -pl.e,..a o. th:f'~ \'iOl'k btV the Goatfticrt1Or. Who flht111 perto..
hi. won 1. fj __.t eoatNl*1 tot..., IJveetftcatlo. 1dIa11 1ae
.1a.1'~.1'U" -,<<1a.e1.Y, tlM fluoh per"tl .11 ., tiBtlU be DPl''''
o.tho "'ft_
. .Jid"u.. .. eNld_ .eM ... ft.
t,}H.tl,. u to t'he lcuJstlaaof the> pJIC~ea" woa-t the M't1:lre
crt,.. _898\1..'. ... ''',(Hie tU'11i "ttJe wcu'lt to be 4...
a1~1i ~l~c fbtl Coat.ottr ahall 1'1.. "."",'OQJl <<M)
h__' .'it}. 1ft ffrttine lib.a M will ~q,1l1;re the ..me.. of
thoott1 ~r to%" ~ out &all. I$n1.'A of fthe ......
. ..11 41B aU .tab hole. ......17 .. 81.. u... 8a1
1..la. !he eeat.etor .h.llJ!'e.a.... aU ate._ Nt to.. 'he It....
18..18 ._~Uit~.e 01" tb.e ~'OJ:'k 1a tJlob 'P..peJl Plen.. ....11
-u-
257
.thedlll .. ..... tt.. .,.. ctt, ~.r. Ona 8"" ~..
1IIIVHI1a .fttlaohs Mitt et... ltt11eh ,he Cut_etor ., Ida
_..1M_ ., ...talled. to p.,..... ..11 'be .IM .,.
the Cut......
~ be CUt_oUr an JDeep ..poa
,he ..0 " ")7 ,f the plaM e ft4 .,.8111.''''_. 811 ......
'h..~ Ilban a' .U 'lwt. '- $..ol'4ad ,he ~..J
~. the o....ot. .ebflU 'JM"'-' _* tl4r in
tht ,...... .::t... .....r 01" .. ~,. appe....... lq ,~
"IMt 8~.l,.rta'_eat. taut.. .,.It 4.. la the ...... of ..i4
....... .. ",.eto~ ~111 ..., _'~I' to ,.~..'10" .. 0u-
t...... ..11 ~ \h. e~..n .an4 w,.'.n ......'il.
t..1Utl.. to. ...tat.ae; ..elt iato..'lea .. ., ... .......,
top", ,. taUW'_~1" e' oU ,... .., ....I,. ...PMt....
the ~.. U4 __.. of tb~ VIGil UtI tJae ,~ .t tile
,._l*iQe.
. be. eo........ abaU ad ae -
tvlJ .., .~.l'. os- .~a:to_t Oil ,he 11M It tbe~...
... utl1.....N4 \I, 'heCti, ~fl!.. 8M he _.11 Me. ,he
.,... ot NetrttbB 0117 ......". Ill' ste._ whleb _, ... ate-
mid .. _it!. OUt.....,. 01' u:i If hi. _18._ .r ~ wStb-
.., ......
~"II \)J~~A~I' !he Oo...wr ...U ......
ell t'k. ........ .t tbe ctt~ of ,.~_ la ..lIlt10a to the ...
at..'"8 It .'''_.. ..pt8t1' Of)eD ~,... ea4 pnte,etl.n8
the ___H "M~ aft <<*PG8M OJt ~')'Il"lUJ .. tN.Ye1t ..".._
'~hr tJ'ti.._ u ,.It'''. \0 th.~ _&ton and. c.cul'leai...ot the
~11e.
fh. oeu.nor ilMl1ta_ aU
........, -'1$"". to pro'on the wt* and pp,terrt .oa.....
..~ ._"~"1Ga. .. 8hell pftftde eAd _i.ata1ft eU ....~
Mnie_. &,"U.(;lN8. "'-Plan lldt\8M. .'.bmen aM l18hte.
-1,.
258
B9NI ~IWZU. 110 un thaa.. (I) .... .'JIM"
Dan ".1OH4 at .., O..e "tree.
~ uI1JiD~'" III ... it IJIl..wl .. "-17
t. __ the J.~1 c~ ~'lfI -AttJ' ot @ JaWe .tl11"7 .. tftIa-
.hiM. nell __ .u1. D.l'Oa ,"per .ppUeettt. " the eodren-
0)-, 'III _tits.. " 1M Clt" ~1_:I eM_ .el1 pn,.u!',,...th-
1& a ,,..tA. nesc.td>>le '1M, eat the ....e',reM11 not
1.e"fe"ri'th Hit .ftrJfnotl tUitUathtthe eaplntlOA lit the
'....pttlftea.
the ~ 1. ".served'" the _._ .~ lIlUh aW-
*1...84 mMht.... De8er apea the at..., fe, 'M JIII.JtpON
of _tt.. ...1. OJ Ot.~8 if th81.r PM,.",. that mat lie
~... -'.'.1'1 ., tht wrk. ~ 01', .uha11 8laO he.. .. ,ftft-
1. ef ....riaI.. .~. G""~t to'l' the JUJMe .~ "'"UbI
"-ft, U4 _t.. pi,.. ctr ether work ... .. _.h" ..... .....
-.tl_ t~...l"h. 'J' te1181ftlt8 6111"de Or .te!lt taiM.
. __ ~.. AU 1ft8Bor ~ a.... ,.. ..,
uf.... .,.tanl." or time-tlltl.. either .....1 ot- enitS..
etal *Dh .,. .. .MeGAtored ta the proa..lItl.. of 'he _a.
... fHII ..,. ant.. of tJte .1...'k prior to tl~ ....,.... ~
1M WI. .1' flU -Ill an OJ' _eat.a ... _then_ ", ....
.(:>Mittat"o.- tit the pert of t_ CoatftlO'tOJl or .., .pat ..
"NO. .,It,,.. ); hk Alhall be. ...1Ma lq the eo_..OI'.
_m ~~Q" lIo"* wh1th .,. .. _teett.. ta
1_ ..'I:No'lOA . I. d.t1c1.nt 14 8. of 'th4t r.C1tt1...... 0;1
'th... _,"lfte.tilc., wtll ... C'.fI814.r$d It~ lutOopt.. ill .....
(ltteaeo ."ho fltl1tU"o of' ;~rq o:rtl...~ .f the 01"3 0.1' i_peet..
.....w nth tlit work to "tat a.' _14 4.t.... .efl<<d...,
4uJlllJg __'ncns.ol.l, D4d "11M CoaUr~ot()t shan ecrren ..,
m.p.1't.., "D. __.YO.!' 41MC'IeNd, be:tc1\". the .t1ael.......
-18-
259
If the .0R_
~~];~C1.!21 t'~f . ()&t kti!) 91tI;i4BIQ iI. the Coat.e.I'
.11 II'" for 811 1'l1Jltbtl1 tlaelOOJ1p1etl.. a_ ao..,.."
.... .. .11 ~.. all .uQI.. _tend ant _....... t..
tbAt wotkatt.r 1'" c..plnlcll ~rt4 _toN M Il8Ue a.ppU.atloa
tor tho ee...pta._ of the nl'k.
l1.Ii\&.RiJEO!...I2It IhfJ Oo.."ar ..U ."ltl 'Nt ftfttet
-Pl.\:'tat.... .hea be <<..1"8 a f1.-1 WPMt1_ _ the
-*, -- the 1a'~..t 1'411, 68 aNa.. ,...1'W.e ab ..
.'..17 ....'1... e. it th_ .... Ie to... ta .~
"'th theM ....111.'10_. tt..f 3t.' ""r1.a'Haaat wlU
~"lt.e __.uno.. ~'h f~..n1tt_M ... .., e.tfM,.
, . .... .b the .-it1..".... .
~.. ~..... .tIM!' 1ft s:t., puo....se ... tIlkw..,
.r n1atlJlr .. ';_11'11 .1' abafte'hr .. .he" ....tel', Sa aU.-
... .. nMedW. ,he "" wUl \wi ........ .8 Sa ~
t~.h it wltbia._ ttU:1_ OJ' II1n1_ .. aU'" "'_l'e_.
RlUlllmlLt. 1ll_"2\' the _1'1 W01t,.- Sa .... s. tllMe
-MOttl.'it. It "14ft's to the City.1 Ver... Qel1feztlda.
...... the WOft .CO.-netos-"te ..C! la theM 8pIlIlts.ee-
"1... it..,.,. to 'h. "l't~7 or Jfi11t1.. .t the ..c.. paJ't
S.the 8~" for th. cc,.'ftot1ca of tb. ~J"k _Mia
sp$Oltl.c..
\i!M.'MJI "he 'WOJIb "8*"e" 8a..Pflr1aten4_u-o:t "Ct",
~iM.l'. aN naed .1A "heae a~ltiea~l._. the,. "fer .-peet-
1..11 ,. the a"l'.3r!.;ftt<U~..llt .,! tJt"ew or the Cit,. ~.
.t ,he <:1\3 0'1 V..:r_. Ot the1~ GUthorlae4 apaia .~ s.".c..a.
1_..._ O'er'!!,. t:r~t 'he ttbc,eepeCJlf>1eatlcM ",."
$4cpta4 .., the Joe'" of fftDMe8 01 'he Cit3 ot '.1'_. bJ" '9-
~10Jl "., I q 3 '. _ at tta ~ _U~~-I-J:,r,;l
ba;-ar.:t~
-19-
260
RESOLUTION 1W. 194
THE BOAF~ OF TRUSTEES OF THE CITY OF VEmJOll DO HEREBY RESOLVE ~ill FOLLOWS:-
, That Specifications Nos. 9.10.1a and 15, heretofore adopted by
the Board of Trustees,and Plans and 2rofiles Hos.14l (a) wld 141 (b) be,and t
the same are hereby,adopted for the Froposed improveruent of East Twenty
seventh Street.
I hereby certify that the foregoing is a full,true and correct
copy of Resolution lio .194 passed und adopted bt the Board of Trustees of
the City of Vernon at a nleeting thereof duly and regularly held on the
21st day of June 1921.
There being no further business motion was du1;y Llade,seconded and carried
that the meeting adjurn until Tllesday June '-8th 1921 at "-:30 P.M.
c~fti('tr#'Of Vernon.
Trustees
1.)['4
A.t \)..L