Resolution - 25RESOLUTION NO.��''
A RESOLUTION ADOPTING SPECIFICATIONS FOR THE
CONSTRUCTION OF CEMENT CURBS, GUTTERS, SIDE-
WA.LKS and MACADAM PAVETVMTT IN THE CITY OFATEST
COVINA, CALIFORNIA, AS PROVIDED IN CITY ORDINANCE
NO. 23.
BE IT RESOLVED by the City Council of the City of West
Covina that all curbs, gutters, side -walks, and macadam pavement
constructed in the City of hest Covina shall be in accordance with
the specifications hereinafter set forth, t,o-wit:
CEMENT CONCRETE CURBS:
1. PLASTERED CURB: -
Unless otherwise specified on the plans or in the ordinances the
plastered type curb shall be constructed.
( a ) FORMS:- Planks used for forms shall be or a width equal to
the full depthci' the curb and for a straight curb shall be not less
than one and five -eights (1-5/8) inches thick after being surfaced on
at' least orl.e side. Warped planks and planks not having a smooth,
straight upper edge shall not be used. Front and back forms shall
always be used. Rigid outside forms shall be provided for curb
returns having radii up to and including fifteen (15) feet. Benders
or thin plank farms rigidly placed, may be used on curves or for
curb returns having a radius not specified above, or where there are
grade changes in the return, or where the central angle is such that
a rigid form having a central angle of ninety (90) degrees will not
fit. Where the ad3oining sidewalk is not placed at the same time
the curb return;is piaced, a back form must be used on the curb return,
which may be a bender or thin plan4,.extending from the elevation of
the top of the sidewalk to a depth of at least four (4) inches. All
curb forms shall be constructed true to line and grade. The curb
plank shall be held rigidly in place by the use of not less than five
(5) pairs of iron stakes to each twenty foot section or curb, and
other sections in proportion. -Clamps, spreaders and braces shall be
used where required to make the curb forms rigid. All forms shall
be set to conform to the dimensions of the curb.
. (b) PLACING CONCRETE:- All forms and the sub -grade shall be
thoroughly wetted immediately before any concrete is placed. Clgss
O'B" concrete shall then be placed in horizontal layers not exceeding
six (6) inches each in thickness, each layer being thoroughly tamped
until free mortar appears on the surface. The forms shall be filled
to within one-half (2) inch of the top.
(c) EXPANSION JOINTS:- At the beginning and ending of all curb
returns and twenty k20) feet therefrom, and at regular intervals
along the curb of not more than fifty (50) feet, an expansion joint,
one-half (2) inchthick and cut two (2)-inches wider than the full
cross-section of the curb, shall be carefully set and rigidly held in
a vertical position at right angles to the face of the curb, with its
edge flush with the top of the curb. Where curb is built over a new
fill more than three (3) feet in depth, an expansion joint not less
than one -quarter (-&) of an inch in thickness and shaped to the cross-
section of the curb, shall be set at every third block marking in the
manner specified above. The joints shall be cut off flush with the
face of the curb before final acceptance.
(d) REMOVING FORMS:- The lapse of the time between the laying
of the concrete base and the removing of the front forms shall be
not less than one-half (2) hour-, nor more than two (2) hours. The
back forms must be maintained in place until the finished coat is
placed on the face of the curb.
(e) FINISHIl�TG:- The finish coat, referred to herein, shall be
iscomposed of Class "A" Mortar.
Before the front curb form is removed and as soon as the
concrete base has been thoroughly tam ed the top of the curb shall
receive a finishing coat, one-half (J� inch in thickness. As soon
as the forms are removed, the back and face of the curb shall be
plastered with a finishing coat., one -quarter (*) inch in thickness,
the muck to a depth of two ( 2 ) inches from the top of the curb and. the
face to a depth not less than two t2) inches below the gutter line.
There sidewalk joins the curb, it is not necessary to plaster the back
of the curb.
The finishing coat shall be well floated and trowelled into
The body of the concrete so as to form one compact mass free from
voids. It shall then be smoothly polished and marked, with joints
vertical and at right angles to the face of the curb, into blocks of
uniform "length not less than two and' one-half ( 22 ) feet, nor more than
three and one-half (31) feet,, in length; a mark being placed at every
point, where at expansion joint has been introduced. The marking is
to be done with a tool which will leave the corners rounded off W. a
radius of one -quarter (g) of an inch, and in such a way as to inure
free movement of the concrete at the points where expansion joints
have been introduced. The top edges of the curb shall be rounded to
a radius of three-quarters (3/4) of an inch. The top of the curb shall
be finished on a slope, the back edge being one -quarter (4) of an inch
higher than the front edge.
The finished curb most show a true, straight face and top of
uniform. width, free from humps, sags or other irregularities. When a
straight edge five (5) feet long is laid on the face or top of the
curb, except at grade changes or on curves, the surface shall at
no place vary more than one -quarter (4) of an inch from the edge of the
• straight edge.
(f) GARAGE or DRIVEVTAY ENTRANCES: In constructing the concrete
curb the Contractor shall provide entrances -for garages or drl.veways
where designated by property owners, providing the request is made
before the curb is poured. Said entrances shall be of such length as
designated by the City Engineer and of a depth from the curb grade
of one (1) inch less than the curb face. The top of the curb at
entrances or driveways.shall be finished on a slope, the back edge
being three-quarters (3/4) of an inch higher than the front edge.
Cg) CONTRACTOR*S N,01E W�B:-atTie Contractervals ornshall
ot stamp
anhis
name and the year built on eCurb
one hundred (100) feet. The letters shall not be smaller than
three-quarters C3/4) of an inch in height and shall be impressed into
the curb to a depth of one -quarter () of an inch.
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(h) PROTECTION AND CUR MG: The completed curb shall be protected
(untiil accepted) from damage by accident, traffic or otherwise. The
back and top of the curb shall be covered with not less than two (2 )
inches of earth or sand and wet, by noon of the (fay f-ollowing
completion, and must be kept covered and wet for at least ten (10 )
days thereafter.
M BACUILLIi;G:- After curing, backfi.iling must be made to fh.e
elevation of the top of the curb, and to such a distance out or to
such a width as .is sn own on the plans.
(j) REPAIRS AND REPLACMMITS:- The Contractor shall repair all
curbs, sidewalks and gutters damag:ed.during the construction of curb.
. there any curb requires repairs before acceptance, the repair shall
be made by removing and replacing the entire curb between socring
:lines, and not by refinishing the damaged portion. Where the plans
provide for reconstruction of existing curb, and the limit of new
work specified does not fall on a socring line, the entire section
shall be removed and the new curb shall join the old curb at vhe
first scoring line beyond said specified limit.
II: L71PLASt"ERED CURB:-
Unplastered curb shall be constructed in accordance with tbLe
foregoing specifications for plastered curb, with the following
modifications:
(a) FOR113:- Benders or thin plank forms, rigidly placed, may
be used in place of rigid outside forms for all curb returns in
case monolithic curb and getter is to be constructed, otherwise
forms shall meet the requirements, as here:inbefore specified, for
those for plastered curb.
(b) PLACING:- The concrete shall be thoroughly spaded away
from the forms with a spade or. similar tamping tool until there are
no rock pockets at, either form. The forms shall be filled to the top.
(c) Rr-'I OVING FORMS : - The front form shall not be removed in
less than two k 2) hours or more then six (6) hours. The front Form
should be removed by lifting it up, parallel with the._face of the
curb then out, instead of pulling it out first. Forms must be
maintained on the rear of the curb until the face of the curb is
finished.
• (d) FDTISHING:- Immediately after stripping the front forms,
the curb shall be troweled. Grout composed of one (1) part of
cement and.one (1) part or finish mortar sand shall then be applied
to the face of the curb to a depth or not ia:ss than two (2) inches
below the gutter line, except wher6 monolithic curb and gutter is
being constructed, in which case the grout shall be applied to such
a depth as is necessary to meet the gutter. The curb shall then
be trowled smooth, edged on top and jointed and given a final fine
brush finish. The top edges of the top of the curb shall be rounded
to a radius of three-quarters (3/4) of an inch, unless otherwise
shown on the plans.
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Ili. ARMORED CONCRETE CURB:-- when armored concrete curb is snown on
the plans so be constructed, it shall be constructed in precisely the
same manner as specified above, except that proper provisions shall be
made for the insertion of the armor. The armor shaii conform to the
design and the specifications for Curb Armor shown on the plans. The
armor shall be accurately placed on the edge of the'curb and shall
connect smoothly with the top and sides.
On all armored curb, the armor shall be herd in place by means of
suitable clamps until the concrete is hard. As soon as the fonts are
removed, all projections shaii be rubbed down and the armor cleaned to
the satisfaction of the City Engineer. Expansion joints shall be
constructed as provided for under the above concrete curb.
CEIt1iENT CONCRETE SIDEWALK.
1. TWO COURSE SIDEWALK:
Unless otherwise specified on the plans or in the ordinances
the two course type sidewalk shall be constructed.
(a) FOMAS: Forms for concrete sidewalk shall be set rigid and
true to line and grade. Strips used as forms at the sides of the walk
shall be of lumber at least two (2) inches in thickness, or of steel
of equal strength, except on sharp curves, where fla xible strips may
be used. All.strips shall have a smooth, straight upper edge, and shall
be of a width equal. to the full depth of the sidewalk. Forms shall
not be removed in less than twelve (12) hours after the sidewalk has
been finished.
(b) PLACING CONCRETE: All formi.s and the sub -grade shall be
thoroughly wet before any concrete is placed. A layer of. Class "C"
concrete for the lower course of the sidwalk shall then be spread and
thoroughly tamped until free mortar appears on the surface, making a
compacted mass of not less than the thiekne.-ss of the base as shovm. on
the plans. The surface of the concrete must be smooth and u.nifojm- and
shall be tested as to grade with a gar.ge notched at each end and
extending one-half (2) inch below the top edges of the side forms,
unless shown otherwise on the plans.
(d) CONSTRUCTION JOINTS: Open joints shall be constructed in
the sidewalk at intervals of twenty (20) feet. This shall be done by
seating three -sixteenths (3-16) inch..steel plates and withdrawing them
after the concrete has been temped into place.
These plates shall be cleaned and oiled between using. They
shall: be carefully set and rigidly.held in position as forms and flush
with the finished surface. Their location shall be marked on the side
forms, and after the si,dewall� has received its final finish these .
joints shall be opened by the use of a special jointer tool, having a
cutting blade at least one (1) inch deep and one -eighth (1/8) of an
inch thick, which will separate the mortar of these joints one -eighth
(1/8.) of an inch, and round the adjoining edges to a radius of one -
quarter (X) of an inch leaving the joints in a neat workmanlike
condition.
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(d) EXPAMION. TOINTS: At intersections expansion joints one-
half (4) inch thick shall be placed along the produced property lines
providing there is a sidewalk butting up against it. Expansion joints
one-half (1) inch thick shall. be placed between the curb return and
intersection sidewalk that butts up against the curb return. Expansion
joints one-half (J) inch thick shall oe placed every one hundred (100)
feet at right angles to the property line along the line of new
sidwalk constructions. The expansion joint shall be flush with the top
surface of the sidewalk. Expansion joints one -quarter of an inch
thick shall be placed around all poles, meter boxes, etc., against which
it is necessary to place concrete.
(e) FI1 ISHING: Immediately after the concrete for the base has
• been placed, as herein described, the finishing coat, composed of Class
"A" mortar, shall be applied. The lapse of time between the laying of
the concrete base and the application of the finishing coat shall be
not more than forty-five (45) minutes. Sufficient mortar shall be
used to produce'a.finish coat of a thickness in no place less than one-
half (!) inch, unless otherwise shown on the plans.
The surface shall then be troweled smoothly into the body or
the concrete base so as to form one compact mass free from voids, and
shall be smoothly polished. Preliminary troweling may be done with
a long handled trowel or "fresno" but the final surface must be made
with a hand trowel. . The surface .shall then be marked into uniform
rectangles not more than four (4) feet on a side. Sidewalks exceeding
six (6) feet in width shall be marked into uniform rectangles not
more.than twenty (20) Inches nor less than sixteen (16) inches on a
side. A marking shall. be placed acruss the walk at every point where
an expansion joint or construction joint has been introduced; The
marking shall be done with a tool which will leave the corners rounded,
and in such a way as to insure free movement of the concrete at the
joint. The finished surface shall show no travel or other marks, and
shall be true, so that when a five (5) foot straight edge is placed on
the surface at any position, said surface shall not vary more than one -
quarter () of an inch from the edge of the straight edge, except at
grade changes.
(f) FLOAT FINISH ON GRADES: On grades of five (5) per cent or
over, after the finish coat has been troweled as hereinbefore described,
it shall d.e broomed at right angles to the side forms before being
edged or marked into, rectangles.
(g) CONTRACTOR'S NAME ON SIDEWALK: The Contractor shall stamp
10 his name and the year built, in the sidewalk at intervals of not
more than one hundred (100) feet. The letters shall not be less than
three-quarters (3/4) of an inch in height, and shall be impressed to a
depth of one -quarter (4.) of an inch.
(h) PROTECTION AND CURING: The completed sidewalk shal.i be
protected (until accepted) from damage by accident, traffic or otherwise.
Sidewalk shall be covered with earth or sand to. a depth of two (2)
inches and wet by noon of the day following completion and mutt be kept
covered and wet for ten (10) days thereafter.
(i) REPAIRS AND REPLACE�TIMITTS: The Contractor shall. repair all
curbs and sidewalks damaged by him during the construction of sidewalk.
Where any sidewalk required repairs before acceptance the repairs shall
be. made by removing and replacing the entire sidewalk between scoring
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lines, and not by refinishing the damaged portion. Where the plans
provide for reconstruction of exisiting sidewalk and the limit of new
work specified does not fall on a scoring line, the entire section
shall be removed and the new sidewalk shall join the existing
sidewalk at the first scoring line beyond said specified limit.
II. ORIE COTMSE SIDEVIALK:
(a) FORMS: Forms of one course sidewalk shall conform to the
specifications of forms for Two. Course Sidewalk. The depth of side
forms snall be at least three (3) inches instead of three and one -hale'
(31) inches as described for 'llwo- . Course Sidewalks.
• (b) PLACVG CONICRETE: All fo:rm._s and the suo-grade shall be
thoroughly wet before any concrete is placed. The concrete shall be
composed of Class "B" concrete of a plastic consistency with a slump
of not to exceed two (2) inches, when tested for the same. The
thickness after completion shall be three (3) inches.
After the ccn:crete has been placed between the forms it shall
be struck off with. a steel shod gauge. Where the width of the sidewalk
is six (6) feet or less, the gauge shall be arched upward at least
one -quarter (J) inch and the highest part of the arch shall be
located one-fourth (0 of the width of the sidewalk.from the high side.
After, finishing, the -top of the widewalk shall not be below a line
stretched between the tops of the side forms. It shall then be tamped
with a heavy tamper, preferably one having a face consisting
essentially or a grid composed of paralleled metal bars, until at
least three -eighth (3-8) of an inch of the mortar has.been brought to
the surface. The concrete shall then be tamped with a light tamper,
preferably one, the face of which is composed of a wire screen having
a square opening not less than one -eighth (1/8) inch, nor more than
one-fourth ('J) inch in size, until all waves and.ather irregularities
in the mortar surface caused by the heavy tamper have been eliminated.
Any other medium may be used which will accomplish the same result;
that is, the bringing of not less than three -eighths (3-8) inch of'
mortar to the surface.
(e) EXPANSION JOINTS: Finishing, .Float Finish on Grades,
Contractor's name on sidewalk, Protection and Curing and repairs and
Replacements shall conform to the specifications or the Tejo Course
Sidewalk, except no finish Class "A" mortar shale-1 be used. Instead
Lamp Black shall be sprinkled on the mortar, brought to the surface by
• the tamping to give the sidewalk a color satisfactory to the city
engineer.
CE% � ITT CONCRETE GUTTER.
(a) FOMIS: For concrete gutter shall be set true to line and
grade. Forms shall be of lumber at lease two (2) inches in thickness
or steel of equal strength, except on sharp curves where flexible
strips may be used. All forms shall have ' straight upper edges and
shall be of a width equal to the full depth of the finished gutter.
The forms must be held rigidly in place by stakes placed not more.
zhgn five (5) feet apart on the outside of the rorms and set flush
with the top surface of same. Forms shall not be removed in less than
tweAVe (12) hours after the gutter has been finished.
N
(b) KdWING CONCRETE: All concrete for
roadway between street intersections shall be
specified, and all concrete for cross -gutters
otherwise specified.
gutters parallel to the
Class "B" unless otherwise
shall be Class "A" unless
All forms ead the sub -grade or base shall be thoroughly wet
before any concrete is placed. A layer of concrete shall then be
spread and thor• oughiy tamped until free mortar appears on the surface,
making a compacted mass of not less than the thickness shown on the plans
(c) EXPANSION J-QI ?TS At the beginning and ends of all curb
returns and twenty (20) feet therefrom, and at regular intervals along
the gutter Qf not more than fifty (50) feet, an expansion joint,
is
one-half (1) inch thick and extending the full depth and width of the
gutter,, shall be placed at right angles to the surface and to the edge
of the gutter, and flush with. the top surface of same.
(d) r'INISHMG: The surrace of the gutter shall be brought to a
true, even grade with a smooth, granoiithic or float finish, by the
use of wooden floats and a straight edge no-t less than twelve (12)
feet long. The finished surface shall be edged and marked Into -
sections of more uniform length, not less than two and one -hatf (21)
feet, nor more than three and one�ialf (3l-) feet in length, said
markings to be at right angles to the edge , of the gutter, and
continuous with. those on the curb. A marking shall bye placed where
an expansion joint has been introduced. The marking is to be done
with a tool which will leave the corners rounded off,: and in such a way
as to insure free movement of the concrete at the points where
expansion joints have been introduced. The gutter shall be troweled
smooth for a width of two (2) inches along the outside edge and along
each side of the markings, and also along the inner edge for a space
of two--(2) inches from the intersection of the curb except where .
monolithic curb and gutter is to be constructed, in which case tti.e ed4je
of the gutter next to the curb shall be constructed as shown on the
plans and shall be finished in such a manner that it will confozm in
appearance with the adjacent curb and gutter... The outside edge of the
gutter shall be rounded off to a radius of one-half (Q) inch.
The finished gutter must show a true surface free from lumps,
sags or other irregularities. When a straight. edge twenty (20) feet
long is laid on the surface, except at grade changes or curves, the
surf -ace shall at no place vary more than one -quarter (4) of an inch
from the edge of the straight edge.
•(e) CLEANING ADJOINING CURB: If the concrete gutter is
constructed against co•ncret-e curb, all concrete spilled on the top and
face of the curb must be removed and the curb cleaned before the
concrete gutter has been given its final finishing and edging.
(f) CONTRACTOR'S HAME ON GUTTER; The Contractor shall stamp
his name, and the year built, in the gutter at intervals of not more
than one hundred (100) feet. The letters shall not be less than three-
quarters (3/4) of an inch in heights,, and shall be impressed to a depth
of one -quarter (g) of an inch.
(g) PROTECTION AND CURING: The completed gutter shall be
protected (until accepted) from damage by accident, traffic or other-
wise: Gutters shall be oavered with earth or sand to a depth of two
(2) inches, and wet, by noon of the day following completion, and must
be kept covered and wet for ten (10) days thereafter.
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(h) REPAIRS AND REPL:kCMMNTS:. The Contractor shall repair all
curbs and gutters damaged during the construction of gutters. Where any
gutter requires repairs before acceptance, the repair shall be made by
removing and replacing the entire gutter between scoring lines and not
by refinishing the damaged portion. Where the plans provide for
reconstruction of existing gutter,, and the limit of new work specified
does not fall on a scoring line, the entire sectf on shall be removed
and the.new gutter shall join the existing gutter at the first scoring
line beyond said specified limit.
12 INCH OILED MACADAM PAi£EP4CE T.
(a) VASE COURSE:—
*I* SPREADING ROCK:— A layer of No. 2 crushed rock shall be uniformly
spread upon the dampened sub —grade or base to the width indicated on
the plans and not Less than twelve (12) pounds of. No. 2 crushed rock to
the square foot of the surface covered. The spreading of the rock may
be by hand or by mechanical spreaders, but: whatever the method, care
must be taken to insure that the thickness of the spread is uniform
throughout its length anal width,, and that the various fragments of the
rock are well mixed and in no case segregated.
The crushed rock. shall not be read upon the sub -grade f or a
greater distance than one —quarter (g, of a mile ahead of the first
application of oil,. it: being the intent: of this specification that the -
loose rock be not unduly exposed to injury or damage from traffic, dust
or storm water, and that: the work be finished as shortly .as possible
after spreading.
2; ROLLING:— Immediately before the rolling of the No. 2 rock, the rock
shall be thoroughly broomed with a. stiff,` wire broom of a design
satisfactory to the City Engineer.
After the rock is spread and broomed as specified the layer shall
be rolled with a properly operated stand$rd three (3) wheel macadam type
roller weighing not less than twelve (12) tons exclusive of fuel and
water, and having a compression of not less than flour hundred (400 )
lbs. per inch width of tire. All rollers must be powered by steam or
4 cylinder internal_ combustion engine. Rolling shall be commenced
at the edge of' the spread layer, the driving wheel of the roller lapping
one—half (2 ) its width on the shoulder where shoulders have been
constructed or at the edge of the gutter, and the roller following the
same track until the.edge of the course is fastened against any side
movement from further rollowing. The edge being fastened the rolling
shall. be continued by (6) inch set -ins or laps until the center of the
spread course is reached. The roller sixall then be started from the
other edge and in a like manner worked to the center of the course.
Rolling must be continued until the crushed rock is bedded, -bonded and
mechanically locked and until no movement of the stone base can be seen
as the roller passes over the layer and until the surface is true and
uniform. During the process of rolling any high spots or depressions
that develop shall promptly be remedied by removing or adding rock as
may be required; rock so added being of the same size as that
composing the Layer. As an aid in consolidating the rock it may be
watered bu the amount of" water used must not be such as to wet the
sub —grade. The roller. must at all times be operated on lines parallel
with the center line of the pavement and no material variations from
such will be permitted. Changes in the direction of its movement must
not be conterminous. The roller must not be allowed to stand on the
layer before the crushed rock has been properly consolidated.
3. OILING::- After the layer of crushed rock has been rolled as
described above the surface shall be lightly watered. Then in not less
than thirty (30) minutes nor. more than one (1) hour thereafter there
shall be applied asphaltic cement or asphaltic oil of the grade
designated on the plans for the wori. It shall be uniformly applied at
the rate of one-half (2) gallon per square yard of surface covered,
unless otherwise shown on the plans.
(b) SECOND COURSE AND WEARING SURFACE:-
1. SPREADING ROCK:- Immediately after the asphaltic cement or
asphaltic oil is spread on the base course it shall be rolled with a
4
0broom
(10)ton tandem roller then No. 4 crushed rock shall be spread over
oil surface in a uniform layer of" not less than four (.4) pounds to
square foot of surface covered and shall be thoroughly broomed with satisfactory to toe City Engineer and thoroughly rolled. This
layer of crushed rock. shall be spread and made parallel with the
finished grade and cross-section.
2. DOLLING:- Rolling shall be done in the same manner as descri-bed
for the base course, except it shall be single rolled.
3. OILING:- After the seeand course of crushed rock has been rolled,
there shall be applied asphaltic cement: or asphaltic oil as
designated on the plans. The asphaltic cement or oil shall be
uniformly applied at the rate of one -quarter (4) of a gallon per square
yard unless otherwise shown on the plans. Then roll with an eight (8)
or ten (10) ton tandem roller to take out. all irregularities.
(c) FINISH COURSE:-
1. SPREADMG ROCK:- Immediately after the second application of the
asphaltic cement or, asphalt-ic oil has been rolled, No. 5 crushed rock
or gun sand at the rate of not more than two (2) pounds to the square
foot of surface covered shall be spread in sufficient quantities to
absorb all surplus oil and produce a uniform surface. The surface shall
then be thoroughly rolled and broomed until it. becomes hard, smooth and
free from any irregularities. Rolling shall be done with an eight (8 )
or t:en (10) ton tandem roller.
2. FINAL. OILING:- After the finish course has been broomed and rolled,
emulsified asphalt at the rate of one -quarter (4) per square yard of
surface covered shall be applied. The emulsified asphalt shall conform
�o specifications for emulsified asphalt. The final application of oil
hall be rolled with an eight (B) or ten (10) ton tandem roller.
(d) CLEANING UP.- Before the work will be considered in
accordance with these specifications,, the street must be placed in a
neat and orderly condition and all construction debris and surplus
materials must be removed from the street:
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STATE QF CALIFORNIA,
COUNTY JF LOS ANGELS,
CITY OF WEST COVINA.
I, C. C. TOLAND, City Cle-rk o-f the City of, West Covina,
hereby certify that. the foregoing resolution was adopted by the
City Council of the City of Kest Covina at the regular meeting of
the said Council on the 13th day of April, 1936, and signed by the
Mayor or said City, and that t e said resolution was adopted by
the fallowing vote:
AYES:
NOES:
ABSENT:
a