RESOLUTION 89-19647 RESOLUTION NO. 89-19647
A RESOLUTION OF THE CITY COMMISSION OF THE
CITY OF MIAMI BEACH, FLORIDA, AUTHORIZING THE
CITY MANAGER TO EXECUTE AN AGREEMENT FOR
THE PURPOSE OF CONSTRUCTION OF A SEVEN (7)
FOOT HIGH CBS WALL ON CITY PROPERTY
CONTIGUOUS AND ABUTTING THE EXISTIflVG
DETERIORATED WALL ALONG THE NORTH
PROPERTY LINE OF LOT B, INDIAN BEACH
CORPORATION SUBDIVISION, ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 8,
PAGE 61, OF THE PUBLIC RECORDS OF DADS
COUNTY, FLORIDA, (PINE TREE PARK)
WHEREAS, Mrs. Bessie D. Galbut, a married woman as trustee, has
requested permission for the purpose of construction of a seven (7) foot high CBS
wall in a portion of City property contiguous and abutting the existing
deteriorated wall along the north property line of Lot B, Indian Beach
Corporation Subdivision (Pine Tree Park); and
WHEREAS, as the City wishes to construct a seven (7) foot high chain link
fence along the north property at an estimated cost of $ 8,190.00 ; and
WHEREAS, the owner of the north lot abutting Pine Tree Park is desirous
of having a better security wall to safeguard her property, and is willing to pay
the difference in cost between the seven (7) foot high chain link fence and seven
(7) foot high CBS wall; and
WHEREAS, in the interest of expediting the wall construction the abutting
owner wishes to be permitted to construct said seven (7) foot high CBS wall and
pay all costs above the City's cost of $ 8,190.00_; and
WHEREAS, the City Manager recommends the entering into an agreement
for said CBS wall with the abutting owner provided that such agreement contains
insurance and indemnity provisions protecting the City; and
NOW, THEREFORE, BE IT DULY RESOLVED BY THE CITY COMP1d1ISSION
OF THE CITY OF MIAMI BEACH, FLORIDA, that the City Manager is
authorized to execute an agreement, on behalf of the City, with Bessie D.
Galbut, a married woman, as trustee, for the purpose of construction of a seven
(7) foot high CBS wall in a portion of the City property along the north side of
Pine Tree Park (45 Street and Pine Tree Drive).
PASSED and ADOPTED THIS 21st day of June , 1989.
MAYOR
Attest: FORM APPROVED
LEGAL DEPT.
Date
CITY CLERK
____
--ux
---- 0
„.,--//
Z
TO: RICHARD A. GATT DATE: JULY 11 , 1989
DIRECTOR OF i' d :LIC WORKS
FROM: ARNOLD M WEINERefryo-t.....„.-
CITY • ' ORNEY
SUBJECT: CO. RACT FOR CONSTRUCTION OF A SEVEN FOOT HIGH CBS WALL -
NE TREE PARK --- 45 STREET AND PINE TREE (NORTH PROPERTY
LINE)
Attached hereto, is the subject contract which has been
approved.
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the attach-. original agreement was never received in this office. Were the
originals executed?
Please follow up and inform my office.
tyou.
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\PMI41-
FLORIDA 3 3 1 3 9
* INCOR no * "VACA TIONLAND U. S. A. -
Of
. "
OFFICE OF THE CITY MANAGER CITY HALL
ROB W.PARKINS 1700 CONVENTION CENTER DRIVE
CITY MANAGER TELEPHONE: 673-7010
COMMISSION MEMORANDUM NO. S30239
June 21, 1989
DATE:
•
TO: Mayor Alex Daoud and
Members of the City Commission
. �
FROM: Rob W. Parkin
‘nd/VI
City Manager
SUBJECT: A RESOLUTION CALLING FOR A CONSTRUCTION AGREEMENT FOR THE
PURPOSE OF CONSTRUCTION OF A SEVEN (7) FOOT HIGH CBS WALL ON
CITY PROPERTY, CONTIGUOUS AND ABUTTING THE EXISTING
DETERIORATED WALL ALONG THE NORTH PROPERTY LINE OF LOT B,
INDIAN BEACH CORPORATION SUBDIVISION, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 8, PAGE 61, OF THE PUBLIC
RECORDS OF DADE COUNTY, FLORIDA (PINE TREE PARK)
Attached is a Resolution calling for a construction agreement for the purpose of
construction of a seven (7) foot high CBS wall on City property, contiguous and abutting the
existing deteriorated wall, along the north property line of Lot B, Indian Beach Corporation
Subdivision (Pine Tree Park), at a total cost to the City of $ 8 ,19 0 . 0 0
Funds in the amount of $9,357.50 left over in Budget Account 351.2009.069358,
Architectural Services, Pine Tree Park, are to be reappropriated to Budget Account
351.2009.069357, Pine Tree Park Improvements, and utilized for payment of the City's
share.
ADMINISTRATION RECOMMENDATION:
The Administration recommends approval of the Resolution calling for the wall construction
agreement.
RWP/RAG/DR/b
Attachment
•
65
•
AGENDA
E"
ITEM
DATE -1S7
CONTRACT
THIS AGREEMENT made this day of 19 A.D.
between the CITY OF MIAMI BEACH, a Florida municipal corporation,
P ,
hereinafter called the "City" or "Owner" , which term shall include
its successors and assigns, and DEBBIE D. GALBUT, a married
woman,
as Trustee, hereinafter called the "Contractor" , which term shall
include the heirs, successors and assigns.
WHEREAS, the City is the Owner of Pine Tree Park located at
45th Street and Pine Tree Drive, and
WHEREAS, the Contractor is the owner of the property located
on Pine Tree Drive and abutting Pine Tree Park on the north,
and
WHEREAS, the City wishes to construct a seven (7) foot high
chain link fence along the north property line Pine y of Tree Park
at an estimated cost of $8, 190. 00, and
WHEREAS, the Contractor wishes to have a CBS wall seven (7)
feet high rather than chain link, for better security and the
Contractor is willing to pay the cost of constructing •
said solid
wall in accordance with the plans and specifications p icatlons set forth
herein, and
WHEREAS, the City is willing to allow the Contractor to
construct said CBS wall along the northernro ert •
P p y line of Pine
Tree Park immediately abutting the existing deteriorating ng wall , all
in accordance with ' the plans and specifications
as set forth =
herein, and
1
WHEREAS, the City is willing to pay to Contractor the sum of
$8 , 190. 00 upon completion of the wall in accordance with theP lans
and specifications and the acceptance by the City Public Works
Department of the wall, and
WHEREAS the Contractor is willing to surrender to the City any
and all right, title and interest in and to said CBS wall .
WITNESSETH that the said Contractor for the consideration and
compensation herein agreed to be paid and the said City in
consideration of the construction of the CBS wall by said
Contractor, do hereby mutually agree as follows:
(1) The foregoing recitations are true and correct and are
hereby incorporated by reference into this Contract.
(2) This agreement shall extend to and be obligatory u on
p
said City, its successors and assigns, and upon said p Contractor
and it's heirs, successors and assigns.. Neither this agreement greement nor
any part thereof, nor any part of the Work herein contemplated,
at
p ed,
shall be assigned or sublet, nor shall anysums •
of money provided
to be paid to said Contractor be assigned g by said Contractor to
anyone without the written consent of the City •
Manager of said
City.
(3) This Contract consists of 24a es of materials g including
the insurance Requirements Specifications f ica •
p tions and Drawings attached
hereto, which are herebyreferred •
to and made a part o f this
s
Contract
(4) In such construction said Contractor shall furnish,
unless otherwise provided in the "Special •
Provisions" , all
2
implements, machinery, equipment,
transportation, •tools, materials,
supplies, labor, and other things necessaryto the
execution and
completion of the Work, nothing beingrequired of the
qu City except
that it may, at its expense, supervise such construction and enter
upon and inspect the same at all reasonable times.
(5) If any dispute arises between the Citysaid
and said
Contractor with reference to the meaningorrequirements of any
part of this Contract and they cannot agree, the more stringent
ngent
requirements shall govern as determined
by the Director of Public
Works.
(6) If the Contractor shall complete the c •
P construction herein
contemplated in a good and workmanlike
manner within the time
herein specified and in accord herewith, the said City shall pay
to the Contractor the contract sum •
in accordance with the Contract.
The City, by allowingthe Contractor ractor to continue with said
construction after the time for its completion as provided herein
shall not deprive Cityof the right fight to exercise any option in this
Agreement contained nor shall it
operate to alter any other term
of this Agreement.
(7) The Work herein contemplated p ed shall not be construed to
have been finished until thej-
Contractor shall leave the surfaces
of all streets, parks and waterway involved in such construction
in a smooth, solid, usable •
condition, free from all boulders,
timbers, rubbish, and and until debris;s, excavation which may have
been made shall have been refilled •
i 11 ed and until 1 a 11 equipment,
surplus
materials, and accumulated rubbish, timbers, or other things shall
3
; ;
have been removed by said Contractor from the site of said
construction and the site of any streets, parks, waterway, or other
property not belonging to said Contractor and on which he does not
have the right to store or leave such things.
(8) The Contractor shall file Insurance Certificates, as
required, and they must be signed by a Registered Insurance
9 Agent
licensed in the State of Florida and approved bythe City Miami
sty of Miami
Beach Risk Manager.
(9) Contractor agrees that, notwithstandingthe fact that
it
shall have paid in part for said CBS wall, it shall have no right,
title or interest in said CBS wall , and Contractor '
hereby disclaims
any such right, title or interest in said wall . The Cityshall pad•
the Contractor the sum of $8, 190. 00 upon completion p p n of the wall in
accordance with the plans and specifications and the acceptance
by
the City Public Works Department on completion.
P -
(10) Contractor hereby warrants the wall against any ny and all
defects in material or workmanship for
p a period of one (1) year
from the date of acceptance bythe City.
y.
(11) Contractor hereby agrees to substantially complete
construction of the wall within ninety (90) days from execution
on
hereof by both parties .
All documents shall be executed satisfactorily •
to said City;
until Insurance Certificates have been filed and approved, this
Contract Agreement shall not be effective.
Time is of the essence in this Agreement.
g nt. _
IN WITNESS WHEREOF the said City has caused this s Agreement to be
4
signed by the City Manager of the City of Miami Beach, Florida and
its corporate seal to be affixed, attested by the City Clerk of the
City of Miami Beach and the said Contractor has caused this
Agreement to be signed in its name.
(SEAL) CITY OF HIAKI BEACH
BEBBIE D. GALBUT, as Trustee
By
City Manager
ATTEST:
City Clerk
FORM APPROVED
LEGAL DEPT.
By0 ?2e;‘,..,1,„
Date 7/7/1L
5
I • INBURl�1�iCE �Q[tIRLMLNTB
See Insurance Check List for applicability tot is contract.
A. The contractor shall be responsible for his work and every
part thereof, and for all materials tools, appliances and
in property of every description, used connection with this
particular project. He shall specifically and distinctly
assume, and does so assume, all risks of damage or injury to
property or persons used or employed on or in connection with
the work and of all damage or injury to any person or property
wherever located, resulting from any action or operation under
the contract or in connection with the work. It is understood
and agreed that at all times the contractor is acting as an
independent contractor.
B. The contractor, at all times during the full duration of
work under this contract, including extra work in connection
with this project shall meet the following requirements:
1 . Maintain Worker's Compensation and Employer's Liability
Insurance to meet the statutory requirements of the State
of Florida.
2. Maintain Comprehensive General Liability Insurance in
amounts prescribed by the City (see checklist for limits)
to protect the contractor in the interest of the City
against all risks of injury to persons (including death) or
damage to property wherever located resulting from any
action or operation under the contract or in connection with
the work. This policy is to provide coverage for
premises/operations, independent contractor, broad form
property damage, products/completed operations and
contractual liability.
3. Maintain Automobile Liability Insurance including
Property Damage covering all owned, non-owned or hired
automobiles and equipment used in connection with the work.
4 . Maintain any additional coverages required by the Risk
Manager as indicated on the Insurance Check List.
5. Name the City of Miami Beach as an additional insured
on all liability ,policies required by this contract. When
naming the City of Miami Beach as an additional insured onto
•
your policies, the insurance companies hereby agree and will
endorse the policies to state that the 'City will not be
liable for the payment .of any premiums or assessments .
CITY OF MIAKI BEACH
6. No change or cancellation in insurance shall be made
without thirty (30) days written notice to the City of Miami
Beach Risk Manager.
7 . All insurance policies shall be issued by companies
authorized to do business under the laws of the State of
Florida and these companies must have a rating of at least
B+ :VI or better per Best 's Key Rating Guide, latest edition.
8. Original signed Certificates of Insurance, evidencing
such coverages and endorsements as required herein, shall
be filed with and approved by the City of Miami Beach Risk
Manager before work is started. The certificate must state
Bid Number and Title. Upon expiration of the required
insurance, the contractor must submit updated certificates
of insurance for as long a period as any work is still in
progress.
9. It is understood and agreed that all policies of
insurance provided by the contractor are primary coverage
to any insurance or self-insurance the City of Miami Beach
possesses that may apply to a loss resulting from the work
performed in this contract.
C. The liability insurance coverage shall extend to and
include the following contractual indemnity and hold harmless
agreement:
"The contractor hereby agrees to indemnify and hold harmless
the City of Miami Beach, a municipal corporation, its
officers, agents, and employees from all claims for bodily
injuries to the public in and up to the amount of $500, 000.00
for each occurrence and for all damages to the property of
others in and up to the amount of $500,000. 00 for each
occurrence per the insurance requirement under the
specifications including costs of investigation, all expenses
of litigation, including reasonable attorney fees and the cost
of appeals arising out of any such claims or suits because of
any and all acts of omission or commission of any by the
contractor, his agents, servants, or employees, or through the
mere existence of the project under contract.
The foregoing indemnity agreement shall apply to any and all
claims and suits other than claims and suits arising out of
the sole and exclusive negligence of the City of Miami Beach,
its officers, agents, end employees, as determined by a court
of competent jurisdiction.
• CITY OF ltIAMI BEACH
1 . The contractor will notify his insurance agent without
delay of the existence of the Hold Harmless Agreement
contained within this contract, and furnish a copy of the
Hold Harmless Agreement to the insurance agent and carrier.
Z . The contractor will obtain and maintain contractual
liability insurance in adequate limits for the sole purpose
of protecting the City of Miami Beach under the Hold
Harmless Agreement from any and all claims arising out of
this contractual operation.
D. All policies issued to cover the insurance requirements
herein shall provide full coverage from the first dollar of
exposure. No deductibles will be allowed in any policies
issued on this contract unless specific safeguards have been
established to assure an adequate fund for payment of
deductibles by the insured and approved by the City's Risk
Manager.
E. The contractor will secure and maintain policies of
subcontractors. All policies shall be made available to the
City upon demand. Compliance by the contractor and all
subcontractors with the foregoing requirements as to carrying
insurance and furnishing copies of the insurance policies
shall not relieve the contractor and all subcontractors of
their liabilities and obligations under any Section or
Provisions of this contract. Contractor shall be as fully
responsible to the City for the acts and omissions of the
subcontractor and of persons employed by them as he is for
acts and omissions of persons directly employed by him.
P . Insurance coverage required in these specifications shall
be in force throughout the contract term. Should any awardee
fail to provide acceptable evidence of current insurance
within seven days of receipt of written notice at any time
during the contract term, the City shall have the right to
consider the contract breached and justifying the termination
thereof.
G. If bidder does not meet the insurance requirements of the
specifications; alternate insurance coverage, satisfactory to
the Risk Manager, may be considered.
CITY OF MIAMI BEACH
H. It is understood and agreed that the inclusion of more
than one insured under these policies shall not restrict the
coverage provided by these policies for one insured hereunder
with respect to a liability claim or suit by another insured
hereunder or an employee of such other insured and that with
respect to claims against any insured hereunder, other
insureds hereunder shall be considered members of the public;
but the provisions of this Cross Liability clause shall apply
only with respect to liability arising out of the ownership,
maintenance, use, occupancy or repair of such portions of the
premises insured hereunder as are not reserved for the
exclusive use of occupancy of the insured against whom claim
is made or suit is filed.
•
•
•
CITY OF MIIIAII BEACH
ZJUpjjc,r CNtet Lies
XI= 1. Workers ' Compensation and Employer's Liability per
the Statutory limits of the state of Florida.
MX 2. Comprehensive General Liability
limits of liability $500,000.00 (occurrence
e
bodily injury property damage to include Premises/
Operations; Products and Completed Operations;
Independent Contractors; Broad Form Property Damage
Endorsement and Contractual Indemnity (Hold harmless
endorsement exactly as written in "insurance
requirements" of specifications) .
XXXX 3 . Automobile Liability - $l00.00/$300, 000. 00 -
550,000. 00 each occurrence - owned/non-owned/hired
automobiles included.
4 . Excess Liability - $ .00 per occurrence to
follow the primary coverages.
XXXX 5. The City must be named as and additional insured on
the liability policies; and it must be stated on the
certificate.
6. Other Insurance as indicated:
_ Builders Risk completed value $ .00
Liquor Liability
Fire Legal Liability $ .00
Protection and Indemnity
Employee Dishonesty Bond $ .00
Other $ .00
XXX 7. Thirty (30) days written cancellation notice
required.
LXXX 8. Best's guide rating B+:VI or better, latest edition.
XXXX 9. The certificate must state the bid number grid title
•
CITY OF MIAMI BEACH
-10-
�e
GENERAL
Reinforced concrete shall be
consistency as set forthncie in of the materials, proportions strength
chapter 2% � SNE � and
is % I `s v30E
admit-
ting of rational analysis accordingand shall be designed
to established principles by methods
P of mechanics.
REJNFORCED C0IVCRETE: All Gtr
fns prestressed concrete,shall structures o f reinforced cone
g provisions s of be designed and constructed In rte,includ-
ing
318.
Building Code Requirements for Reinforced
a with
ed Concrete, ACI
� S
CEMENTS:
(a) Cements shall conform to one of theS:
••
(a) Cspecifications for
111 Portland Cement,ASTM C150.
(2) Blended Hydraulic Cements, AST
and SA which are not intended as principal M C595, excluding Types S
tural concrete. cementing constituents of struc-
2 AGGREGATES:
la) Aggregates for concrete
fications shall conform to one
of the following apeci-
X11 Concrete Aggregates, ASTM C33
(21 Lightweight Aggregates
for Structural Concrete,AS
TM C33
Y produced sand and crushed °�
(b) Gradation of locall rock aggregate
shall be as follows:
COARSE AGGREGATE
'Kent PassingANE AGGREGATE
14"sieve ,,, 100 Percent Passing
1" sieve %"
" sieve ••'..•..... 85-100 #4 sieve ............ 100
•.. sieve
% sieve ......... 25-60 #8 sieve ............ 50-100
#8 sieve ,• .....• 10 #16 sieve ............ 70-95
.......... 0-5 #30 50-85
sieve ., 3a?0
#50 sieve ..........
#100 sieve ..... �...... 10-45
Aggry
contain not more gates shall be quarried
than 1/20 of 1 or washed in fresh w
3) percent salt by weight. water and shall
WATER:
Water used in,mixing corer
inju-
rious amounts wile, acid concrete shall be clean
sub-
stances that mays, alkalis,salts, or and free other be deleterious to concrete orgenie materials, or
Mixing reinforcement.in the ster for Concrete,including
contributed amounts form of free moisture ora r that portion of mixing water
of chloride icon. aggregates, shall not contain del-
eterious
1
REINFORCEMENT
• tubi Reinforcementn8 tray be used as a consisting of structural
pecif1ed in ACI 318. steel, steel
All welder pipe, or steel
iA8 Code—Reinforcer g°f relnforcernent aha
g Steel,AWS D1.4, 11 comform to the Structural Weld-
.
-11-
ADMIXTURES:
:
An admixture shall be shown capable
the same composition and of
used In establishing nderformance throughout the workmaintaining essentially
t
concrete proportions. at the product
Admixtures containing chlorid
1f their use will produce a d e ions shall not be u
mixing water. eleter�oua concentration of chloride used in concrete
ion in the
TESTS OF MATERIALS:
Usts of materials and of concrete shall be made in accordanc
with applicable standards of the American Society for 'I stip Ma e
Tests shall be made byapproved testing g terials
results of such tests shall be submitted to the laboratory and
.tl�L`
A complete record of tests of materials and of concrete shall be
available for inspection during
5 years after completion of the project,and shall be preserved
of work and for
engineer or architect for that purpose. p ed by the inspecting
If doubt develops concerning the safety of a structure or member,
�'gLi` �10R�L ►�'�c�r� may order a structural TM�
strength investigation by analysis
or by means of load tests,or by a combination of analyses an
forth in Chapter 20 of ACI 318. y d load tests as set
CM/CRETE QU
AUTy
GENERAL:
Concrete shall be proportioned and produced to provide an aver-
age compressive strength sufficiently high to minimize the frequency of
strength tests below the specified compressive strength of concrete,
Unless otherwise specified,fi shall be based on 28 day tests.
EVALUATION AND ACCEPTANCE
OF CONCRETE;
(a) Frequency of testing
Not less than three specimens shall be made for each
standard test.
Samples for strength of each
shall be taken not less than class of concrete
yards taken n nor less t once a day, nor less than one forplaced each each day
for slabs or walls. than once for each 5000 square e each 50 cubic
q are feet of surface area
(4) On a given project, if total volume of concret
quency of testing a is such that fre-
than five strength tests for a given class concret would provide less
least five randomly selected batches or from e' tests shall be made from at
batches are used. each batch if fewer than five
(S) Test cylinders taken on truck-mixed concrete sh
the approximate one-quarter point and three-quarter all be taken at
q star point of the load.
(b) Laboratory-cured specimens.
(I) .A strength test shall be the average of the stren
cylin-
ders made from the same sample of concrete and gths of two designated for determination offi. tested at 28 days or at test age
(2) Samples of strength tests shall
be taken in accordance with the
Method of Sampling Fresh Concrete,ASTM C172,
(3) Cylinders for strength tests shall be molde
cured in accordance with the Method of Makin and C d and laboratory-
imens in the Field ASTM (�1, g wring Concrete 71est Spec-
cured
with the Method ofUst for Compressive St • =�=and tested in accor-
Specimens,ASTM C39, rength of Cylindrical Concrete
(4) Strength level of an individual
con-
sidered satisfactory if both of the followingclass of concrete shall be requirements are met:
(as) Average of all sets of three consecutive strength
equal or exceed p. tests
(bbl No individual strength test(aver —
agef two c i -12
o
below fi by more than 500 psi. yl nders)falls
(c) Field cured specimens
(2) Field cured cylinders shall be cured under field conditions in
accordance with Section 7.4 of the Method of Making and Curing Concrete Test
specimens in the Field, ASTM C31.
(3) Field cured test cylinders shall be molded at the same time
and from the same samples as laboratory-cured test cylinders.
(4) Procedures for protecting and curing concrete shall be im-
proved when strength of field cured cylinders at test age designated for deter-
mination of is less than 85 percent of that of companion laboratory cured
cylinders. The 85 percent may be waived if field cured strength exceeds by
more than 500 psi.
Id) Investigation of low-strength test results.
(2) When concrete in structures has failed to meet the
standard, ZNE �a`t` ��R�% ���` minimum
�°2 shall order analysis and reports by a Registered
Engineer to determine the adequacy of the structure.
13) If the likelihood of low-strength concrete is confirmed and
computations indicate that load-carrying capacity may have been significantly
reduced, tests of cores drilled from the area in question may be required in
accordance with the Method of Obtaining and?esting Drilled Cores and Sawed
Beams-of Concrete, ASTM C42, . In such case,three
cores shall be taken for each strength test more than 500 psi below specified
value of R.
14) If concrete in the structure will be dry under service condi-
tions, cores shall be air dried (temperature 60°to 80°F,relative humidity less
than 60 percent)for 7 days before test and shall be tested dry.If concrete in the
structure will be more than superficially wet under service conditions, cores
shall be immersed in water for at least 40 hours and be tested wet.
i5) Concrete in an area represented by core tests shall be consid-
ered structurally adequate if the average of three cores is equal to at least 85
percent off,'and if no single core is less than 75 percent of R.lb check testing
accuracy, locations represented by erratic core strengths may be retested.
(c) The maximum allowable slump of concrete shall be six inches.
1
,!._. MIXING AND PLACING CONCRETE
PREPARATION OF EQUIPMENT AND PLACE OF DEPOSIT
(a) Preparation before concrete placement shall include the follow-
ing:
(1) All equipment for mixing and transporting concrete shall be
clean.
(2) All debris shall be removed from the spaces to be occupied
the concrete. p by
(3) Forms shall be properly coated.
(4) Masonry filler units that will be in contact with concrete shall
be well drenched.
(5) Reinforcement shall be thoroughly cleaned of deleterious coat-
ings.
(6) Water shall be removed from place of deposit before concrete
Is placed unless a tremie is to be used or unless otherwiseer '
Professional Engineer. P matted by the
(7) All laitance and other unsound material shall be removed b -
fore additional concrete is placed against hardened concrete. e
MIXING:
(a) All concrete shall be mixed until there is a uniform distribution
- materials and shall be discharged completely before the mixer is recti df
arged.
(b) Ready-mixed concrete shall be mixed and delivered in accordance
with requirements of the Specifications for Ready-Mixed Concrete,
or the Specifications for Concrete made by Volumetric Batching ASTM C94,
ous Mixing,ASTM C685, and Continu-
ous
(c) Job-mixed concrete shall be mixed in accordance with h the follow-
:
(1) Mixing shall be done in a batch mixer of approved type.
-13-
•
(I) Mixing shall be continued or at least 1% minutes after all r a-
terials are in the drum,unles€a shorter time is shown to be satisfactory by t•
mixing uniformity test of "Specification for Ready Mixed Concrete" (AS1 '
C04).
(4) Materials handling, batching, and mixing shall conform to at,
plicable provisions of the Specifications for Ready-Mixed Concrete,ASTM C94
(5) A detailed record shall be kept to identify.
(ea) Number of batches produced.
(bb) Proportions of materials used.
(cc) Approximate location of final deposit in structure.
Idd) Time and date of mixing and placing.
CONVEYING:
(a) Concrete shall be conveyed from mixer to the place of final deposit
by methods that will prevent separation or loss of the materials.
(b) Conveying equipment shall be capable of providing a supply of
concrete at site of placement without separation of ingredients and without
interruptions sufficient to permit loss of plasticity between successive incre-
ments.
DEPOSITING:
(a) Concrete shall be deposited as nearly as practicable In its final
position to avoid segregation due to rehandling or flowing.
(b) Concreting shall be carried on at such a rate that concrete is at all
times plastic and flows readily into the spaces between reinforcement.
(c) Concrete that has partially hardened or been contaminated by for-
eign materials shall not be deposited in the structure.
(d) Retempered concrete or concrete that has been remixed after ini-
tial set shall not be used
1e) After concreting is started, it shall be carried on as a continuous
operation until placing of the panel or section,as defined by its boundaries or
predetermined joints is completed except as permitted or prohibited by
o
(1) Up surfaces of vertically formed lifts shall be generally level.
(g) When construction joints are required,joints shall be made in ac- •
cordance with Subsection 2507.4.
(h) All concrete shall be thoroughly consolidated by suitable means
during placement and shall be thoroughly worked around the reinforcement
and embedded fixtures and into corners of forms.
WRING:
1a) Concrete,other than high-early-strength, shall be maintained in a
moist condition for at least the first 7 days after placement,except /IS ,,, +I Q`)A.
'a-'
(b) High-early-strength concrete shall be maintained irk a moist c
tion for at least the first 3 days, except �x ondi-
y + PtiJv.PE1-, lAEat-IA.
(c) Accelerated curing.
(1) Curing by high pressure steam,steam at atmosphericressure
heat and moisture, or other accepted processes, may be employed P
ated strength gain and reduce time of curing. P Yed to acceler
(2) Accelerated curing shall provide a com ressiv
concrete at the load stage considered at least equal to re a strength of the
at that load stage.
required design strength
14) Supplementary strength tests
may be required to assure that curing is satisfactory.
BONDING:
Before new concrete is deposited on or
e surfaceagainst concrete which has set,the
forms shall be retightened, th
all foreign matter and]silence,and�, of the set concrete shall be cleaned of
the hardened concrete shall first be totted.The cleaned and wetted surfaces of
cement paste against which a new Ionated with an approved bonding agent or
has attained its initial set.
trete shall be placed before the mortar
=14—
FORM WORK AND CONSTRUCTION JOINTS
DESIGN OF FORMWORK:
(a) Forms shall result in a final structure that comforms to shape
lines and dimensions of the members as required by the design drawings an(
specifications.
(b) Forms shall be substantial and sufficiently tight to prevent leakage
of mortar.
(c) Forms shall be properly braced or tied together to maintain posi-
tion and shape.
(d) Forms and their supports shall be designed so as not to damage
previously placed structures.
(.) Design of formwork shall include consideration of the following
factors:
(1) Rate of method of placing concrete.
(2) Construction loads, including vertical, horizontal, and impact
loads.
(3) Special form requirements for construction of shells, folded
plates, domes, architectural concrete, or similar types of elements.
(f) Forms for prestressed concrete members shall be designed and
constructed to permit movement of the member without damage during ap-
plication of prestressing force.
REMOVAL OF FORMS AND SHORES:
(a) No construction loads shall be supported on, nor any shoring re-
moved from, any part of the structure under construction except when that
portion of the structure in combination with remaining forming and shoring
system has sufficient strength to support safely its weight and loads placed
thereon'.
(1) Sufficient strength shall be demonstrated by structural analy-
sis considering proposed loads, strength of forming and shoring system, and
concrete strength data. Concrete strength data may be based on tests of field
cured cylinders
(b) No construction loads exceeding the combination of superimposed
dead load plus specified live load shall be supported on any unshored portion
of the structure under construction, unless analysis indicates adequate
strength to support such additional loads.
(c) Forms shall be removed in such manner as not
and serviceability of the structure.All concrete to be to impair the safety
shall have sufficient strength not to be damaged eXposed by form removal
g thereby.
(d) Form supports for prestressed concrete memb
when sufficient prestressing has been ap lied to era may be removed
enable p
to carry their dead load and anticipated app
restressed members
construction loads.
CONSTRUCTION JOINTS:
(a) Surfaces of the concrete construction joints
laitance removed. shall be cleaned and
(b) Immediately before new concrete islaced
shall be wetted and standing water removed. p .all construction joints
(c) Construction joints shall be so made and l
the strength of the structure. Provision shall b ocated as not to impair
other forces through construction joints. a made for transfer of shear and
(d) Construction joints in floors shall be located
spans of slabs, beams, or girdersgirders
unless a beam i near the middle of the
middle location, in which case,joints in thentersects a girder at the
approximately twice the width of the beam
shall be offset a distance
(a) Beams,girders,or slabs supported by columns or walls shall not be
cast or erected until concrete in the support members is no longer
(f) Beams,girders,haunches,drop panels and c
monolithically as part of a slab system, unless otherwise appals shall be placed
drawing. erwise shown on design
DETAILS OF REINFORCEMENT
BENDING REINFORCEMENT:
(a) All reinforcement shall be bent cold, unless otherwiseermitted
by the Professional Engineer. p —15—
(b) Reinforcement partially embedded in concrete shall not be field
bent.
wrvi, 1vnb OF REINFORCEMENT:
fiti At the time concrete it placed r
mud,o�at;;ot other nonmetrllic coatings that i
enforcement shall be �t f},oR,
g hat adversely affect bonding ca= city
lb) Steel reinforcement, except
scale, ora combination of both shall be prestressing tendons, with runt. •:,ill
tninim�dimensions(including height ocons�dered satisfactory, provided ;he
wire-brushed test specimen are not j f deformations)and weight of a hand-
requirements. less than applicable ASTM specification
tel Prestressing tendons shall be clea
ting, mid excessive ruts. A light oxidenand free of oil,dirt,scale, it-
is permissible. p
PLACING REINFORCEMENT:
tii Steel reinforcement shall be accurately
cured position by concrete or metal placed and adequately se-
method. The minimum clear distancechairs or spacers or other acceptable
col-
umns, shall be equal to the nominal between parallel bars, except in clear distance between bars be lessdiameter of the bars. In no case shall t
one-
third times the maximum size of than one inch, nor less than one andhe
beams the coarse aggregate. When reinforcement
layers a�- girders is placed in two or more layers, ement in
alt not be less than one inch nor less thany � the clear distance between
the bars.in the upper layers shall the diameter of the bars
layer. be placed directly above those in the 'end
bottom
=ACES IN REINFORCEMENT:
lad In slabs, beams and girders, splices in
maximurn�ress shall be avoided wherever reinforcement at points of
shall be welded lappedpossible. Such splices where used
transferall
bto entire or otherwise fully developed, but, in an •case,
stress from bar to bar without exceeding the allowabband
and shear stresses. The minimum overlapfore bond
diameters,but not less than 12 inches for a Taped splice shall be 24 bar
12.15 and 12.16ar ta
of ACI 318. The cle �dis bars and in accordance with Section
the clear nte between bars shall also apply to
Mance from a contact splice and adjacent
splices or bars.
(b) Splices of reinforcement shall be mad
specifications,made only as required or permit-
ted on design drawings,Engineer.
or in sions, or as authorized by the Profes-
sional (c) Lap splices shall not be used for bars larger
provided in ACI 318.
than 11 except as
td) Lap splices of bundled bars shall be based on
required for individual barns within a bundle, increasedthe lap splice length
die and 33al percent for a 4 bar bundle. lndividu 20 percent for a 3 bar
re
dle shall not overlap. bar splices within a bun-
(a) Bars spliced by noncontact lap splices in flexural
not be spaced transversely farther apart than 1I5 the members shall
nor 6 inches_
required lap splice length,
(f) Welded splices may be used,provided the metallu '
of the bars are suitable as determined by the Professionalrgical properties
dance with AWS D1.4. Engineer in accor-
(g) End bearing splices.
(11 In bars required for compression only, coin ressiv
be transmitted by bearing of square cut endsp e stress may
suitable device, held in concentric contact by a
t21 Bar ends shall terminate in flat surfaces within
right angle to the axis of the bars and shall b 1�degrees of a
bearing after assembly. a fitted within 3 degrees of full
(3) End bearing splices shall be used onl in me
closed ties, closed stirrups,or spirals. y tubers containing
(h) Welded splices in reinforcing bars shall
welders and shall comply with the Standard Str be made by certified
forcing Steel AWS D1.4 uctural Welding Code—Rein-
CONCRETE PROTECTION FOR
(a) TheREINFORCEMENT(Non-prestressed):
secs in which teinforcement of footing and other
concrete is deposited against principal shall structural mem-
bers
than three inches of concretethe ground
concrete surfaces after between it and the roup nhave not less
be in contact with removal of the forms are to be ground d to
theact surface. I f
less inches theoground, the reinforcement shall beer the weather or
liess
than for two5 concrete for bars larger than #5 anprotected awith not
bars or smaller one and one half
–16–
�••� ..+� ..,,,t,�.� V, IJ I t Vbri illi;Jul IC{IIJUJCt Til'ill 1111 sunt es not
exposed directly to the ground or weather shall be not less than thr.e fourth
inch for slabs and wall; and not less than one and one half inches 1. - beams,
girders and columns In concrete ribbed floors in which the clear listance
between ribs is not more than thirty inches, the protection of reinf ^enient
shall be at least three fourths inches
Ic) Concrete protection for reinforcement shall in all cases be at least
equal to the diameter of bars except for concrete slabs and Joists as set forth
herein.
Id) Exposed reinforcement bars intended for bonding with future ex-
tensions shall be protected from corrosion by concrete or other adequate
covering.
1a) For exterior balcony slabs, minimum concrete cover for negative
moment reinforcement may be 1 inch for *5 bars and smaller, provided the
following are satisfied;
(1) Slab surface shall be sloped 3116 in. per foot or greater to safe-
guard against ponding of water.
(2) Placement of slab reinforcement shall be under the supervision
of a Special Inspector as defined in Subsection 305.3. of 101 so 41-1+
FLoo.Aoat Su+`otrt`, IoL .
13) For concrete made with normal weight aggregate,water cement
ratio shall not exceed 0.40 by weight.For concrete made with lightweight aggre-
gate,specified compressive strength of concrete f shall not be less than 4750 psi.
14) A surface penetrant of the alkyl-alkyoxy silane classification or
approved equal is applied after proper surface preparation.
(5) For structures located in corrosive atmospheres such as along
the coastal shore line,slab reinforcement shall be epoxy-coated in accordance
with the standard specification for Epoxy-Coated Reinforcing Steel Bars,ASTM
A775. Concrete shall be made with sulphate-resisting cement.
If) Concrete cover for cast in place, precast and prestressed concrete
shall be in accordance with ACI 318 if not otherwise specified in this section.
When this Code requires a thickness of cover for fire protection greater than the
minimum concrete specified in ACI 318,such greater thickness shall be used.
(p) Exposed reinforcement, inserts, and plates intended for bonding
with future extensions shall be protected from corrosion.
-17-
DESIGN
Masonry shall be designed by a method admitting of rational analysis
based on established principles of mechanics
QUALITY, TESTS
GENERAL:
(a) QUALITY:The quality of materials assem
method and manner of their assembly shall conform bled into masonry and the
to the requirements of -{�f s e s ����•
P ��•o r•
TESTS:
NE ' ML ttahL�t % cit)%L.
may require materials to be subjected to
tests to determine their quality whenever there is reason to believe that a
material Is no longer up to the standards on which the approval was based.The
cost of such tests shall be borne by the person or persons proposing to use or
continue the use of such material or product.
(2) st of materials shall be made in accordance with the Stan-
dard Specifications of the American Society for T sting Materials,(ASTM), as
'T
such Standard Specifications are noted in this Chapter.
CONCRETE BLOCKS:
(a) GENERAL:
(1) Concrete blocks shall be made of Portland cement, water and
approved aggregates. The materials shall conform to the requirements for the
materials of concrete specified •
(2) Concrete blocks used for fire-resistive walls ra
more or used for load-bearing or exterior walls shall haveted two-hours face-
shellor
thickness of one and one-fourth inches,a minimum a minimum
inch, and shall have a net cross-sectional area web thickness of one
gross section. not less than 50 percent of the
(3) Concrete blocks for other purposes shall hav
thicknesses of not less than three-fourths inch. have wall and web
(4) Where masonry walls are required b this
inches in thickness,hollow concrete block unitsy Code to be eight
may b
lar dimension with corresponding widths for e 7%"x?g�.,x 15%"modu-
tie columns and tie beams.
(b) QUALITY: Standard units of hollow concr
to the Standard Specification for Hollow Loa _ ete block shall conform
Units,ASTM C90, - d Bearing Concrete Masonry
content shall not exceed 50 percent of the totalept that the maximum moisture
excabsorption.
PLAIN CONCRETE: Plain concrete is concrete cast in place and
re-
inforced,or reinforced only for shrinkage or change of temperature. not con-
crete shall be mixed,placed and cured as specified for conPlain The minimum strength of regular concrete shall be not less concrete
days.The minimum strength of light weight aggregate than 2000 psi in 28
than 500 psi in 28 days. concrete shall be not less
PLAIN GYPSUM CONCRETE: Plain gypsum concrete is • sum co
cast in place and either unreinforced or reinforced for shrinkage. acrete
MORTAR:
(a) GENERAL: Except as otherwise set forth herein, all morta
the materials therein shall conform to the Standard S ecifi rs and
of Masonry Units,ASTM C270, P canons for Mortar
(1) The gradation of aggregates for masonrymorta
that the fineness modulus is between 1.20 and 2.35 when de r shall be such
- dance with the Standard Specifications for Aggregate f termined in accor-
ASTM C144 gg gate or Masonry Mortar,
(2) Aggregates shall be quarried or washed in fresh water
shall contain not more than one-twentieth of onepercent and
• salt by weight.
(b) MORTAR:
(1) Mortar used to bond unit masonry shall
and shall comply with either the property specifications be of ape M,S.N,or 0
or the proportion specifications of the standard set forth hereinafter
set forth
-18-
MORTAR STRENGTH PROPERTY SPECIFICATIONS1 Minimum Awry•Strength(psi)
M 25X
S 1800
N 750
0 350
(2) The type of mortar based on consideration of the location of the
unit masonryconstruction shall be as follows
Ura or LocationTypo of Mortar
Below grade foundations and walls
retaining walls M
Exterior walls and load bearing walls M or S
Fences M, S, N or 0
•
ALLOWABLE UNIT STRESSES IN NONREINFORCED UNIT NtT MASONRY
(a) Allowable working compressive
exceed the limits in pounds peworking
square stresses in mason
q e inch of gross area in the masonry
ells shall not
)lowing table:
UnitTypo N or p
Mortar Typo M or S
Mortar
Concrete Blocks 100
150
(b) The maximum allowable workingstress
the following percentage of the ultimate strengthin plain concrete shall be
of the concrete in compression:
Compression
Shear and diagonal tension 0 20 fi
Where prepresents the ultimate compressive0 02 fi
SHEAR: The Shear in strength.
unity masonry
allowable compressive stress. shall not exceed one-tenth the
value TENSION: Unreinforced unit masonrys
in resisting tension. hall be assumed to have no
CONCENTRATIONS: Walls of hollow masonry units shall not directly
support concentrated loads.
CONSTRUCTION DETAILS
GENERAL:
(d) Second-hand masonry units shall not be
to the requirements of this Code,are sound and used unless they conform been thoroughly cleaned
and are approved for use by the have
Pu 6 c. <,,,Oft X.S. v►tzt-c.-x,
(a) Bond shall be provided by lappingunits
courses or by providing vertical or horizontalreinforcing in successive vertical
loads. nforcing to resist applied
2704.2 EXTERIOR WALLS:
(a) GENERAL:
(1) Exterior walls of unit masonry shall have a
of eight inches except minimum thickness
(2) No roof or other members shall belaced
horizontal thrust on walls unless such walls arep to develop direct
specifically designed.
(3) The maximum area of wall
as measured between the concrete mem panels of 8-inch thick unit mason
• ry
beams and tie columns,shall note hers which frame the panel such as
exceed 256 square feet - the
—19—
(1) Concrete tie columns shall be required in extenor walls of un
masonry - Concrete t
columns shall be required at ail corners, at intervals not to exceed 20 fee
centerto-center of columns,adjacent to any corner opening exceeding four fet
in width,adjacent to any wall opening exceeding nine feet in width,and at the
ends of free-standing walls exceeding two feet in length
(2) Tie columns shall be not less than 12 inches in width.Tie col-
umns having an unbraced height not exceeding 15 feet shall be not less in
thickness than the wall nor less than a nominal eight inches, and, where ex-
ceeding 15 feet in unbraced height,shall be not less in thickness than 12 inches.
The unbraced height shall be taken at the point of positive lateral support in
the direction of consideration or the column may be designed to resist applica-
ble lateral loads based on rational analysis.
(3) Tie columns shall be reinforced with not less than 4#5 vertical
bars for 8" x 12"columns nor less than 4 #6 vertical bars for 12"x 12"columns
nor less reinforcing steel than 0.01 of the cross-sectional area for columns of
other dimension nor less than may be required to resist axial loads or bending
forces. Vertical reinforcing shall be doweled to the footing and splices shall be
lapped 30 bar diameters.Columns shall be tied with#2 hoops spaced not more
than 12 inches apart.
Ig) Concrete columns in load-bearing walls shall be poured only
after masonry units are in place. Where masonry walls of skeleton frame con-
struction are laid up after the frame has been erected, adequate anchorage
designed by a Professional Engineer shall be provided.
(c) TIE BEAMS:
(1) A tie beam of reinforced concrete shall be placed in all walls of
unit masonry,at each floor or roof level,and at such intermediate levels a
be required to limit the vertical heights of the masonry units to 16 feet. s may
Well compacted and confined soil below grade may be considered
restraint but only above a point one foot below the grade where such lateralr
begins. restraint
(2) A tie beam shall be not less in dimension or reinforcing than
required for the conditions of loading nor less than the following minimums:
tie beam shall have a width of not less than a nominal eight inches, have A
height of not less than 12 inches and shall be reinforced with not a
less tha
#5 reinforcing bars placed two at the top and two at the bottomn four
of the beam
(3) The tie beam shall be continuous.Continuity of the reinforcing
in straight runs shall be provided by lapping splices not less than 18 inches.
Continuity shall be provided at corners by bending two bars from each direc-
tion around the corner 18 inches or by adding two#5 bent bars which extend 18
inches each way from the corner. Continuity at columns shall berovided
continuing horizontal reinforcing through columns byor bending p by
reinforcing in the columns a distance of 18 inches. horizontal
(7) The concrete in tie beams shall be placed to bond to the ma-
sonry units immediately below and shall not be separated therefrom by wood
felt,or any other material which may '
prevent bond
the width of the cells of the block maybe . Felt paper no wider than
used provided that it is depressed a
minimum of 2 inches in one cell of each
block.
FENCES:
(a) Masonry fences so located on a property that
such fence,
proposed height or by a future addition to height,could be l the
used as a wallbuilding,shall be constructed with foundations and tieof a
an exterior wall. Such fence shall be capped columns as provided for
64 square inches in cross-section reinforced with a coping beam not less than
when not exceeding a height of five feet,
with a minimum of two #4 rods,
provided for exterior wallsexceeding if ' or shall be capped by a tie beam as
(b) Masonrya height of five feet.
fences,so located on a property that b zo
such fence could not be used as a wall of buildingy ring regulation
a
follows: g, shall be constructed as
(1) Fences not exceeding five feet in height shall
thick and shall not be required to have tie Colum g be eight inches
shave a coping as provided herein;or such fences mayns, but shall be required to
tie columns and coping not less than eight inches be four inches thick with
thick.
(2) Fences exceeding five feet in height shall be not
and tie beamsless than eight
inches thick and shall have tie columns
walls. as required for exterior
/�J
_2p_
STUCCO
STUCCO ON CONCRETE MASONRY:
(a) GENERAL:
(1) Stucco base and finish coats,
- shall be mixed in proportion of at least one part Portland
cement to a maximum of two and one-half parts sand by volume.
(2) Approved manufacturing products may be used for base
finish coats. and
(b) MATERIALS: The materials of stucco shall conform with
dards set forth in Section 3503 of this Chapter. the Stan-
(c) ADMIXTURES:
(1) Plasticity agents shall be of approved types and amoun
where added to Portland cement in the manufacturin prois and,
shall later be made. g P cess, no additions
(2) Color may be added to the finish coat in approved amounts.
(d) APPLICATION:
(1) Stucco applied to concrete or masonry
.'shall consist of at least two coats,and the total thickness shall
not less than - r---WE _F Ivy 14`4 • be
(2) (aa) Masonry surfaces on which all stucco is applied a
e
clean, free from efflorescence,damp and sufficiently
g rou hPo hacoated with hll n
approved bonding agent, to insure proper bond. ►or an
(bb) All concrete surfaces shall be coated with an a rov
bonding agent or shall be effectively roughened. PP ed
(3) (aa) The first coat shall be well forced into theore
masonry,shall be brought out to grounds,straightened to a true sure sof the
rough enough to receive the finish coat. ce and left
(bb) The first coat of two-coat work shall be rodded and water-
floated to a true surface approximately one-half the totalater-
thickness.
(4) (aa) The base coat shall be damp cured fora eriod of
than 24 hours. P not less
(bb) In lieu thereof,the finish coat where containin a
ate waterproofing or curing admixtures, may be a lied g PPropse
coat has attained initial set and is sufficiently firm to receive
soon as the base
eve the finish coat.
(5) The finish coat shall be applied over a uniformly
surface-dry base. damp but
(6) (aa) Stucco shall be kept damp for a period of no
hours after application of the finish coat. t less than 48
(bb) In lieu thereof, the finish coat may contain a
approved waterproofing or curing agents. Ppropriate
—21—
SECTION 18
PAINTING
18.1 GENERAL: Mork specified under this Section is sub-
ject to the general conditions hereof and
includes all labor and materials, equipment and services
necessary for and reasonably incidental to the proper
completion of all Painting work as shown on the Plans and
as specified herein.
I8.2 MATERIALS: All materials required for Painting shall
be delivered to the job in sealed con-
tainers bearing the name of the ruanufacturer. All materiel.
shall be ordered sufficiently in advance so as to be on
the job when needed, and shall be delivered to the site
in sufficient quantities so that the work will not be de-
layed.
18.3 WipIKMppSHIP: All painting shall be carefully done
and left
ct.
No paint shall be applied on perfect
every
surfacesandrnopeaint-
ing shall be done over surfaces not prepared to receive
the paint.
The Painting Contractor shall remove foreign
materials from all surfaces to be painted. Smooth
finished surfaces shall be insured by cutting, filling,
sanding etc. , where required, and all bare areas shall
be primed before receiving finishing paint.
18.4 PROTECTION OF WORK: The Painting Contractor shall
furnish in
areas where painting is being done sodroasCtoths protectll land-
scaping, floors, and all other surfaces during the pro-
secution of his work.
18.5 VARIATIONS FROM MATERIALS SPECIFIED: It is intended
that
or products specified by the name of the manufacturerrorls
the brand or trade name shall be the basis of the esti-
mate, and shall be considered as the quality and as
having the characteristics of the materials or products
desired.
18.6 COLORS: The colors of each coat and of all finisheE ,
will be selected by the Engineer from
samples applied to the surfaces by the Contractor. It
shall be the Contractor's responsibility to match and/or
prepare colors as desired by the Engineer.
18.8 PAINTING MATERIALS; The Contractor shall apply
two (2) coats of Exterior
Luminall, Dutch Boy Latex House Paint, or an approved equal
to the stucco surfaces of the sign panel.
-23-
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AND FOOTER
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21
- , '�oDS PROPOSKs yes WALL Ex isrIr��u
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10'G.T.0•
-24-
ORIGINAL
RESOLUTION NO. 89-19647
Authorizing the City Manager to execute
an agreement for the purpose of construc-
tion of a seven (7) foot high CBS wall on
City property contiguous and abbutting the
existing deteriorated wall along the north
property line of Lot B, Indian Beach Cor-
portation Subdivision, according to the
plat thereof, as recorded in Plat Book 8,
page 61, of the Public Records of Dade
County, Florida, (Pine Tree Park)
•
•