HomeMy WebLinkAboutCity of Tamarac Resolution R-78-039Introduced by:CQ/f Temp. #957
Rev. 2/14/78
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CITY OF TAMARAC, FLORIDA
RESOLUTION NO. R-'78-3S9
A RESOLUTION AUTHORIZING THE MAYOR AND
CITY MANAGER TO EXECUTE A DEVELOPER'S
AGREEMENT WITH W. RONALD BENOLIEL FOR
"TRACT 71."
WHEREAS, W. Ronald Benoliel has agreed to comply with the
provisions of City Ordinance #76-44, in lieu of the provisions of
Ordinance #76-25, in order to process the site development plan
for the "Tract 71" project, and
WHEREAS, W. Ronald Benoliel has further agreed to comply with
the provisions of Temporary Ordinance #501, an amendment to Chapter
24, Subdivision, Public and Private Site Development Improvements,
as dated January 9, 1978, and which is attached hereto as Exhibit "B".
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
TAMARAC, FLORIDA:
SECTION 1: The agreement attached hereto and marked Exhibit
"A" between W. Ronald Benoliel and the City of Tamarac, reflecting
W. Ronald Benoliel's commitment to comply with the provisions of
Ordinance #76-44 and the provisions of Temporary Ordinance #501,
Subdivision, Public and Private Site Development Improvements, is
hereby approved, and the Mayor and City Manager are hereby author-
ized and instructed to execute said agreement.
SECTION 2: The copy of Temporary Ordinance #501, Subdivision,
Public and Private Site Development Improvements, dated January 9,
1978, as attached hereto and marked Exhibit "B", shall govern the
development work to be carried on at the "Tract 71" project.
PASSED, ADOPTED AND APPROVED this
ATTEST:
Ieow, Mao IRWIN--
I HEREBY CERTIFY that I have
approved the form and correct-
ness of this RESOLUTION.
RECORD OF COUNCIL VOTE
MAYOR W.FALCK Q):P
V/M H. MASSARO 0
CJti1 M. WElNf3ERGER 6
C/M I. M. DiSRAELLYf
C/M M. KLIKA_ Q
CITY AVroRNEY
February 6, 1978
EXHIBIT "A" to
TEMP. RESO. #
DEVELOPER'S AGREEMENT
WOODMONT, TRACT 71
THIS AGREEMENT, dated this day of February, 1978, by and
between W. RONALD BENOL:IEL (hereinafter referred to as
"DEVELOPER"), and the CITY OF TAMARAC, Florida, (hereinafter referred to as
"CITY"). This Agreement has been entered into for the purpose of defining the
agreement of the parties with respect to those lands known as Woodmont, Tract 71,
according to the Plat thereof, now pending before the City Council of the City
(hereinafter referred to as the "Project").
DEVELOPER and CITY hereby agree:
1. Developer shall be required to comply with the provisions of
Ordinance 76-44 of the City in lieu of the provisions of Ordinance 76-25, and the
Site Development Plan for the Project shall be processed pursuant to the provi-
sions of Ordinance 76-44.
2. Developer shall comply with the provisions of Temporary
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Ordinance #501, Subdivision, Public and Private Site Development Improvements,
which is attached hereto, dated January 9, 1978, and consisting of thirty-four
(34) pages.
3. The above conditions shall be binding upon the parties and
shall be in addition to other applicable codes of the City of Tamarac, Florida.
THIS AGREEMENT shall be binding upon the parties hereto, their
successors and assigns.
Witnesses:
RONALD ENOLI,/ L-
CITY OF
By: �', 4 v 1 1 q, ,f
Walter-W. F 1 k, ryor
,Edward A. gross, City Manager
APPROVED AS TO FORM:
City Attorney
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EXHIBIT "B" TO TEtIP. RESO./1711
9b 7
CI?APTER ?a % r j� T"
SUBDIVISION, PUBLIC AND J '�%f
PRIVATE SITE DEVELOP?LENT
INPR0VE''EIITS Revised 70-40
For charter provisions as to authority of City to
regulate subdividing or resubdividing of land, see
Char. , Seca 1 lw. As t:, authority of City as to
public property and works generally, see Char.,
Secs. 109 to 115.
For state law as to maps and plats, see Fla. Stats.,
Sec. 177.011 et seq and Sec. 163, Part II. -
As to master land use plan generally, see Sec. 201
of this Code. As to landscaping generally, see Ch.
6, Art. Ill. As to fences, walls and hedges generally
see Ch. 6, Art. V. As to building permits, see Secs.
7-2 to 7-11. As to impact analysis for plat approval
residential rezoning, etc., see Ch. 13. As to off-
street parking and loading generally, see Ch. 18.
As to design standards, see Secs. 20-20 to 20-41. As
to streets and sidewalks generally, see Ch. 23. As to
zoning generally, see Ch. 28.
ARTICLE I GENERAL
Sec.
24-1.1
Purposes of Improvement Regulations
Sec.
24.1.2
Jurisdiction
Sec.
24-1.3
Applicability
Sec.
24-1.4
Interpretation or Regulations
Sec.
24-1.5
Definitions
Sec.
24-1.6
Engineering Plans and Specifications
Sec.
24-1.7
Elevation and Bench Marks
Sec.
24-1.8
Public Improvement Bonds
Sec.
24-1.9
Improvement Permit
Sec.
24-1.10
Site Development Improvement
Sec.
24-1.11
Record Drawings
Sec.
24-1.12
Applicants' Acceptance of Permit
Sec.
24-1.13
Building Permits and Certificates of Occupancy
Sec.
24-1.14
Inspection Fees
Sec.
24-1.15
Expiration of Permit
Sec.
24-1.16
Enforcement of Chapter 24
ARTICLE 11 ROADS
Sec.
24-2.1
Standard Roadway Sections
Sec.
24-2.2
Minimum Design Criteria
Sec.
24-2.3
Median Strips and Openings
Sec.
24-2.4
Sodding and Grassing of Unpaved Right -of -:Jay
Sec.
24-2-5
Private Accessways
Sec.
24-2.6
Minimum Elevations
Sec.
24-2.7
Sidewalks
Sec.
24-2.8
Guardrails
Sec.
24-2.9
Street Name Signs
Sec.
24-2.10
Street Lighting
ARTICLE Ill BRIDGES
Sec. 24-3.1 Bridges (Design Standards)
ARTICLE IV UNDERGROUND WIRING
Sec. 24-4.1 Required; Exceptions
Sec. 24-4.2 Easements
Sec. 24-9.3 Arrangements with Persons Furnishing Utility Services
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ARTICLE V DRAIN,V—,E
Sec. 24-5.1 Storm Drainage System
Sec. 24-5.2 Design of Storm Drainage System
Sec. 24-5.3 Materials for Storm Drainage System
Sec. 24-5.4 Canals, Lakes, Ditches, S.jales (Design Standards)
Sec. 24-5.5 Bulkheads - Design Standards
Sec. 214-5.6 Canal & Lake Side Slope and Side Protection
Sec. 24-5.7 Canal & Lake Width & Depth
Sep. 24-5.8 Canal.& Lake Flo,.j Connections
Sec. 24-5.9 Ditches and Swales
ARTICLE Vl SEWAGE COLLECTION SYSTEM
Sec. 24-6.1 Generally
Sec. 24-6.2 Design and Construction Standards Generally
T. V. Inspection
ARTICLE V11 WATER DISTRIBUTION SYSTEM
Sec. 24-7.1 Generally
Sec. 24-7.2 Design and Construction Standards
Sec. 24-7.3 Materials for Pipe and Fittings
ARTICLE VI11 GRADE OF BUILDINGS
Sec. 24-38 Height of Floors
Sec. 24-39 Inspections
Sec. 24-30 Compliance Prerequisite to Issuance to Certificate
of Occupancy
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SEC T 10t, 2 4 . I . 1 Pt,,,P^SEC Or It,PPC'.'E;1E" T RLCJLAT 101 S P _I
The purposes of the ir-:provement requiation-1 included in this Chapter
shali be as follc.gs:
A. Provide for t`ie orderly development of the City of Tamarac.
B. To assure high quality public and private improvements, in order
that the residents be served by reliable pavement, dr-:inage and
utility systems with lo,.i maintenance requirements.
C. To insure equitable procedure for all subdivision plats by pro-
viding uniform procedures and standards.
D. For the coordination of streets within subdivisions with other
existing or planned streets or with other features of the City's
comprehensive plan.
E. To provide adequate open spaces for traffic, recreation, light
and air.
F. To provide adequate means of ingress and egress to property and
to provide uniform development of curb cut and driveway approaches
so as to afford maximum safety and traffic control.
G. To prevent the subdivision of land which is subject to inundation
or otherwise unsuitable for development.
N. To insure conformance with City zoning regulations.
1. To insure that all subdivision improvements shall meet the current
standards of the City of Tamarac and of other applicable County and -
State agencies. In the event of any conflict of these regulations
with those of external governmental agencies, the regulations herein
shall govern.
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SECTION 24.1.2 JUFISDICTION
The provisions of these regulations shall apply to all land located ,iithin
the corporate limits of the City of Tamarac, as the same may be amended
by subsequent annexation.
SECTION 24.1.3 APPLICABILITY
The City of Tamarac Planning Commission is hereby designated as the
advisory agency to the City Council on all matters related to the
subdivision of land. All plans for submission shall be reviewed by
the City of Tamarac Planning Commission. Prior to the review by the
City Council.
SECTION 24.1.4 INTERPRETATION OF REGULATIONS
For the purposes of interpreting these regulations, they shall be held
to the minimum requirements for the promotion of the public safety, health
and general welfare. The City of Tamarac's Board of'Adjustment shall have
the right to review and modify the requirements of this Ordinance if they
feel that such modifications are for the betterment of the ;public and the
orderly development of the City.
W-6 (1/9/78)
SECT IN,For
the pur-oLe 4: t` ose rc '
r:or 's in t"',e ^Ul ��1.Cr $, certain tnrT; arc h.cin i
cr�s�nt terse cr
lncl cc L"e '�ture;
the plural and _a+the sinn_
ularlualncU es snquiar; and, the ..or --
is mandatory anu not director.. I
The + +
P ,� in tt.esc r � "or'' plat in ;•`,ate:�er 'erase useJ
as e^ lo` ee equiatlOr,�
lots shall _'Ca to divi{?e or sut--'Ivide ;,,to
blocks, p.,rcels, tracts, or other portions thereof, ho',;ever the
same may be designated. Any t•rord or term not herein defined shall be
according to the meaning of standard us a e.
defined in otner sections of this Chapter under hthe�,Zonir,45n�P
Unit Development Regulations. ngndPlanned
(01) APPROVED/APPROVALS: Official action by the City Council, or Chief
Building Official or City Engineer.
(02) ABUTTING PROPERTY: Any property that is immediately adjacent or
contiguous to the development.
(03) BENCH MARK: A securely set concrete or stone monument having a
minimum cross -sectional dimension of four -inches and a minimum
length of twenty-four inches, into which a brass marker has been
secured on which its elevation above MSL has been stamped or
engraved and bearing the registration number of its surveyor
or engineer.
(04) BUILDING: Any roofed structure designed or built for the support,
enclosure, shelter or protection of,person, machinery, animals or
property of any kind.
(05) CANAL: An open channel, the flow line of which is below (-) 2.0
MSL datum.
(06)
CERTIFIED COST ESTIMATE: Cost estimate
as prepared by a registered
engineer on a form provided by the City Engineer.
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(07)
CITY: City shall mean the City of Tamarac, Florida.
(08)
CLEAR -SIGHT DISTANCE: A line of unobstructed vision from a
four
point
and one-half (4-1I2) feet above the grade at the centerline
Of a street
a given distance to another point on the same centerline.
(010)
CLEAR -SIGHT TRIANGLE: A triangular area
at a street intersection in
which vision is unobstructed, formed by the intersection
of street
lines and a line drawn between points on the street
centerlines a
required distance in feet from the intersection
of the centerlines.
(10)
CO11MISSION: Shall mean the City of Tamarac Planning Commission.
(11)
CONSTRUCTION: As used in this division shall mean the improvement,
development or any change of the
land from its virgin state or
building, repairing or demolishing
a structure and shall require a
permit before any of the above actions
or uses are begun.
(12)
COUNCIL: Shall mean the City Council of the City of Tamarac.
(13)
COUNTY: County of Broward, Florida.
(14)
CUL-DE-SAC: A minor street intersecting another
_
street at one end
and terminated at the other end by
a vehicular turnaround.
u-7 (1I0173)
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subsea,:ent la.,, crC.event and t-cr devei rent ci a-;ar_e1 I
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(l6f DEVEL�PME-IT: 1---prove7ent, use or chance of use of a lot, parcel cr
tract or land for other than aaricu1turaI purposes.
(17) DITCil: See S,>vale.
(18) DOUBLE FRONT,'^.GE LOT: A lot extending between and having frontage on
a traffic,. -jay and a minor street and having vehicular access frcm the
trafficway.
09) EASEh1EI*T: A right -of -,ray acquired by public authority to use or control
property for a designated purpose.
(20) ENGINEER: A registered engineer licensed to practice engineering in the
State of Florida.
(21) ENGINEERING PLANS: Plans, specifications and calculations pre-
pared and sealed by an engineer registered in the State of Florida
which specifically describes such information as location, size and
material of all on -site and off -site improvements necessary for the
ultimate development of the project.
(22) ENGINEERING PLANS, SCHEMATIC: Diagram of sanitary se,:iage collection,
water distribution, and storm drainage systems, designating direction of
flow and connections with existing facilities.
(23) HALF OR PARTIAL STREET: A street, generally parallel and adjacent to the
boundary line of a tract, having a lesser right-of-way width than, that
required for full development of the type of street involved.
(24) H.C.P.: Horizontal control points, each of which shall consist of a
nail in a disc stamped with a surveyor's registration number of brass
marker, marked "H.C.P." and shall be located as required by the County.
(25) IMPROVEMENTS, PRIVATE: Development of the land in private ownership
for any use including but not limited to, the construction of a golf
course, waterway, lake, rock pit, canal, filling, grading or dredging
and building.
(26) IMPROVEIENT BOND: An improvement bond shall be a cash, irrevocable
bank letter of credit, cashier's check or other negotiable instrument,
or a surety bond written by a company listed in the latest revision
of Circular 570, "Surety Companies Acce-)table on Federal Bonds."
(27) IMPROVEMENTS, PUBLIC: Any of the following: canals, bulkheads, curb -cuts,
driveways, aprons, street pavement, wit=i curb and gutters; side+:talks,
public parking areas, alley pavement; water mains, sanitary sel:jers,
storm drains, street name signs; landscaping; medians, median openings,
sprinkling systems in the public right-of-way.
(28) LAKE: An open body of water, natural or man-made, wholly surrounded by
land; a widened or enlarged area of a canal.
(23) LOT: A tract or parcel of land identified as a single unit in a sub-
division and intended for transfer of ownership, use or improvement.
(30) LOT DEPTH: The mean horizontal distance between the front and rear
lines of a lot.
W-8 (1/9/78)
(31 LQ Ti 'r,'I DT11: T- ror ! ;-on t,7) l vi 1 S t71nCer^- w
the front yard line or at the f 1 - * a t rent lot line r7ere no ;ror,st ;et -ace
is required.
(32) MEDIAN STRIP: A landscaped separation bet;:een opposite directic^al
flo:,Is of traffic. Also, a separation bet::e�n the traffic lanes cn
a traffic street or high:4ay and the parallel frontage ro,,d :ihich pr,-
vides access to property nominally fronting on the traffic,, -Jays.
(33) MOBILE HOME -SUBDIVISION;: A subdivision :.,herein lots are platted, For
sale or for lease for a period in excess of one year, for occupancy
by a house trailer or mobile home for one family per lot.
(34) MULTIPLE DWELLING: A building which provides separate living quarters
for three or more families.
(35) OVERALL PLAN: A plan depicting a general layout of streets, blocks,
lots, waterways, etc., for the future subdividing of an area, which
may be platted in sections, for each of which a preliminary plat will
be filed.
(36) PERtIANENT REFERENCE MONUMENTS (P.R.M.): Monuments as defined by
Chapter 177 of the Florida Statutes.
(37) PLAT, FINAL: A complete and exact subdivision plan, prepared for
official recording as required by statute, to identify and define
property rights, dedications and public improvements, and incorporating
all corrections required by the city planning commission and
City Engineer upon review of the preliminary plat.
(38) PLAT, PRELIMINARY: A tentative subdivision plan, in the same detail
as a final plat, showing proposed street and lot layout as a basis
for consideration prior to submission of the original tracing of a
final plat. This could also be called a "preliminary final plat."
(39) REVERSE FRONTAGE LOT: A lot extending between and having frontage
on a trafficway and a minor street and with no vehicular access froMl
the traff icllay.
(40) RIGHT-OF-WAY: Land reserved, used or to bu used for a street, alley,
walkway, drainage facility or other public purpose.
(41) SETBACK OR BASE BUILDING LINE: The line within a property defininc the
required minimum distance between any enclosed structure and the
adjacent right-of-way.
(42) SIGHT DISTANCE: The minimum extent of unobstructed vision, in a hori-
zontal or vertical plane, along a strt:et from a vehicle located at
any given point on the street.
(43) SIDEWALK: A pedestrian walkway within the public road right-of-way
or easement or on private property.
(44) SITE DEVELOPMENT PLAN: An instrument for discussing the feasibility
of a proposed project, with minimum drawings required.
(45) SITE DEVELOPMENT PLAN, FINAL: A complete technical submission revie:•j,;!d
by the Planning Commission and approved by the City Council.prior to
the filing for a construction, development, and/or building"permit.
(46) SITE DEVELOPMENT PLAN, PRELIMINARY: A tentative development plan, to
scale and dimensioned, which shall be submitted to and approved by
the Planning Commissioner prior to submission of final plans.
C-1 (1/9/78)
i Ji. cur- Standards end SD"_CI licat ions f.Uuils'l^:, L"i }.`'C i�e 0-
the City Engineer of Tamarac.
(40) STREET: h oubtic thoroughfare ;j:rich normally affords principal means
of access to abutting prcperty.
(43) STREET, LOCAL SERVICE: A street used primarily for access to abutting
property,
(50) STREET, COLLECTOR: A street `-lhich, in addition to giving access to
abutting properties, carries traffic from minor streets to the major
system of arterial streets and high,fiays, including the principal
entrance street of a residential development and streets for circula-
tion within such a development.
(51) STREET, MARGINAL ACCESS: A minor street parallel to and adjacent to a
trafficway, and which provides access to abutting property and protec-
tion from through traffic.
(52) SUBDIVIDER: See "developer."
(53) SUBDIVISION: The division of land into two or more lots or parcels for
purpose of transfer of ownership or development, or if a nea street
is involved, any division of a parcel of land.
(54) SURVEYOR: Any person authorized and licensed to practice surveying in
the State of Florida.
(55) TRAFFICWAY: A street, other than a minor or collector street, which is
intended primarily for through travel by all types of traffic for
considerable distances, including free:iays, expressways, primary
arterial highways, major thoroughfares and secondary thoroughfares, or
as identified on a trafficway plan.
(56) TRAFFICWAY, EXPRESSWAY: Limited access highways whose function is to
carry high speed, medium high volume, through traffic. Expressways
may have some at -grade signalized intersections but will give no
service to adjacent property. Frontaga or service roads may be
included for access to abutting property.
(57) TRAFFICWAY, FREEWAY: Fully controlled access highways whose function
is to carry high speed, high volume, continuous through traffic for
trips of appreciable length. These highways shall be free of conflicting
traffic, give no service to adjacent property and have no provisions for
pedestrians or parking. Frontage or service roads may be included for
access to abutting property.
(58) TRAFFIC, MAJOR THOROUGHFARE: Major thoroughfares are highways whose
primary function is carrying through traffic but in lesser volumes and
over shorter distances than a primary arterial. These highways also
provide, as a secondary function, access to adjacent property.
(59) TRAFFICWAY, PRIMARY ARTERIAL HIGHWAY: Highways whose principal func-
tion is to carry through traffic over considerable distances. The
secondary function of these highways is to give service to adjacent
property. Points of intersection and crossing of other streets should
be limited so that the major function of carrying through traffic will
not be unduly impaired,
(60) TRAFFICWAY, SECONDARY THOROUGHFARE: Highways carrying through traffic
over relatively short distances. These highways usually connect with
primary arterials or major thoroughfares and provide service to adja-
cent property.
(61) WALKWAY: A right-of-way intended primarily for pedestrians, excluding
self propelled vehicles, which cut across a block to improve circulation
and access to adjacent streets, services or properties.
(62) WATERCOURSE: Includes a channel, creek, ditch, drain, dry run, spring,
stream or canal, but does not include a lake, pond or pool without outlet.
(Ord. No. 71-22
C-2 (1/9/78)
SECT i ON 24. 1 .5 ENG I EEP I NG P L,;NS AND SPEC 1 r 1 CAT 1 CiJS
A. Gene raI
All engineering plans for public and private imorovements, including,
but not limited to canal or laka e
bridges, culverts, hcad•,,ialls, nd�.�a))s,tearth or ginr' bulkheads,
grading, paving (including subgrade (cut of fill)
preparation, base and surface)
sidewalks, curbs and gutters, median crossings, guardrails, street
Signs, storm drainage, water distribution and sewage collection
Systems shall be submitted to the City Engineer for review and
approval after final site plan approval and prior to the submittal
of the final plat or final site development plan to the.City Council.
B. Approval of Engineering Plans
The engineering plans shall be submitted to the City Engineer at
least fourteen days prior to the next reg
included: ular meeting of the City
Council for his review and recommendation. The following shall be
), Four complete sets of plans with Tamarac Utilities Inc.'
approval on every applicable sheet, s
2. One copy of the final site plan with the stamped approval of the
Planning commission.
3.
Detailed certified cost estimate sealed by a registered engineer
on the approved form, referred hereto, as "cost estimate" copies
Of said form shall be available at the Engineer's office.
4. Storm drainage design calculations.
5. One copy of the final plat.
6. Letters of zpproval from the School Board, Southern Bell
Planning COUncil and Florida Broward
Power Light,
C. Clearing, Grubbnq and Grading
The work of clezring, grubbing and grading may proceed
final site ] P of plan has been ter the
recommended b A
subsequent to t,:e Payment of al l permit fees,
p ^ Y
bonds
=�
Dostingnof9developmenot
and a pern;it for said work be'issued
The issuance
of said permit shall notggivevestedtr'igCityhts tontheeer.
developer and sFould said
project be denied b y thedeveloper shall regrade the
property to a ConditionCnearitytouncthat+ofthe
what previously existed,
C
SECTION 24.1.7 ELEVA71ONS AND BENCH MARKS
A minimum of two bench marks shall be established b
surveyor on or adjacent to y a lan
sare eshowndon
any project for which elevations
the submitted drawings, which shall clearly show:
,
L-4 (119178) Y
A. The datum being used.
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B. The location, description and elevation of the bench marks on or adia-
cent to the project, to be used for vertical control.
C. Cross references with the City bench mark system, desi-,natinc teem by
number and location. The City has establishes: a Third -Order bench mark
net.•ork throu,_;hcut that portion of the City situated west of the Sunshine
State Parkway for the purpose of prnvidinq vertical control for the
orderly grov:.th of the .•1Pstern portions of the City. A list of such
bench marks and their locations is on file with the City Building
Department and the City Engineer, and is available to all interested
parties.
D. Bench marks shall be placed on permanent reference monuments or equally
stable objects that are easily recognized, easily found and not likely
to move.
E. Bench marks as described above shall be equivalent to Third -Order and be
established in conformance with the "Standards of Practice" promulgated
by The Florida Society of Professional Land Surveyors.
SECTION 24.1.8 PUBLIC IMPROVEMENT BONDS
A. As a condition of approval of the final plat, or final site plan the
City Council shall require, prior to the issuance of any permit, payment
of all required fees and the submittal and approval of the requirement
improvement bond. Said bond shall be posted by the developer with the
City in the amount of 100% of the itemized estimated cost of all required
public improvements, including but not limited to those listed in Section
24.1.6 (A). This bond shall be cash, irrevocable bank letter of credit,
cashier's check or other negotiable instrument, or a surety bond written
by a company listed in the latest revision of circular standard "Surety
Companies Acceptable on Federal Bonds." All bons shall be approved' by
the -City Attorney (as to form) and City Engineer (as to dollar amount).
Either may require such terms and/or conditions as they deem necessary
for the protection of the City. Said bond shall guarantee the compiet-en
of all stipulated improvements in accordance with the approved enginee,•ina_
plans and within a time period, approved by the City Engineer and City
Council referenced therein.
B. The Public Improvement Bond is to run for a period of one year
from the date of final acceptance of the improvements by the city.
However, in no event shall said improvement bond be caused to
expire prior to the installation of the second one -inch lift
of asphaltic concrete pavement as provided for in Section 24.2.214.
1. Record drawings for said improvements are approved by the
City Engineer, per Section 24-6.
2. The certified itemized actual cost of all improvements has
been submitted on the appended form, hereto referenced as
"cost estimate," (copy of said form available at the City
Engineer's office), along with a notarized affidavit, appended
hereto, (copy of said form available at the City Engineer's
office) .
3. The work covered thereby has been inspected by the City
Engineer and he has submitted a favorable written recommenda-
tion to the Mayor and Council.
4. The work has been accepted by resolution of the City Council
in which the previously accepted "record drawings" are
specifically referred to by job title and date.
5. Any additional fees due the City have been paid.
L-5 (ll°/78)
Said i r.p ro', e~ ... _ or.
eiencies it -Cr
^,r J``i +� a1sC S`r✓e a '.:ari ,„'V Cali^S::0: $ n tin,
ncP vi
o rd l,')3nCC) Cr•�i."3n:^ Win.+ '.i�ir'riuls^!'n: i�^7,
as shown on t-,a recc , Gr?'.11ngs c nG Getai leC , �7^C1 flCatl^ns. tn3t r vc:-e'"
d I sCC'.'ereG I `_h i n Cne year CY tie date the ': or C has �'
cen aeeentcd rrso-
lution Of the Citv COunciI The City Engineer shall relnspec,a * >ai�icero.�-
ments prior to one year after their acceptance and unless the de`;eiorer
is for^ally notified the bond .•gill expire at the end of the one year ^eriOc.
Copies of typical bond forms are available
,-in the City Clerk's office and City Engineer's
office.
SECTION 24.1.3 SITE DEVELOPMENT IMPROVEMENT PERMIT
Following approval of the final site development plan by City Council, and
posting of all required public improvement bonds, the Owner of the land being'
developed, or his bona fide agent, is required to take out an improvement
permit with the City for all land improvements occurring on public or
private property. No improvement, or alteration of any existing
public or private property or utility shall be allowed without a City
improvement permit issued for such specific improvement. Said permit
shall be visibly displayed at all times during construction. As a
condition of the improvement permit a copy of the approved record drawings
shall be on the project site at all times.
SECTION 24.1.10 SITE DEVELOPMENT IMPROVEMENT PERMIT APPLICATION
An application for an improvement permit Shall be filed with the City
Engineer's office. There shall be an application fee commensurate with
the type of improvement requested and at the rate as set by the City.
The City Engineer will issue an improvement permit and an approved copy
of engineering drawings after all applicable approvals have been given
and improvement bonds posted for the entire project.
SECTION 24.1.11 APPLICANT'S ACCEPTANCE OF PERMIT
The acceptance of the improvement permit by the applicant shall constitute
his legal acceptance of all of the obligations appertaining thereto. Such
applicant shall be held responsible for fulfilling all of the applicable
requirements thereto. Such obligations shall terminate only upon the
final acceptance of said improvements by the City Council following recom-
mendation of the City Engineer as provided herein above.
SECTION 24.1.12 BUILDING PERMITS AND CERTIFICATION OF OCCUPANCY
No building permits shall be issued until the necessary improvement permits
have been issued. When a development plan indicates eight or more principal
buildings are to be constructed, no more than seventy-five percent of the
total building permits may be issued until the requirement improvements
(excepting sidewalks) have been completed and their record drawings have
been approved by the City Engineer.
Temporary, partial or permanent Certificates of Occupancy may be issued
at the option of the Chief Building Official, provided, however, the
improvements (other than buildings) to be utilized by the occupants shall
have been deemed acceptable by the City Engineer.
1
4
L-6 (1/9/78)
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A. The CCs. of cr;.!it and ins✓ecticn iee`i for on site and Site
i"^rovernent covered by this c^water sila i t Ce paid in � G r .iiiCe
wi th the fo1 1c'.ri ng ree sc;,edul e:
Cana I excava t i on and bu 1 -;Beads , br i dces , seats 1 1 s ,
en0walis, hea-dwalls, :rater distribution, site
preparation and beautification ....................4 of actual
cost
Allother improvements ............................5h of actual
cost
construction
construction
B. The minimum total fee to be assessed any improvement project for which
a site development plan or permit is required shall be four hundred
dollars. Said minimum fee should be remitted with 'the site plan appli-
cation, except where City Council waives said requirement.
C. All inspection fees shall be paid to the City prior to the issuance
of permits for the site work.
D. The permit and inspection fees shall be credited to a separate account
from which plan review and engineering inspection expenses shall be
paid.
E. Notwithstanding the fee schedule set forth in this Section, (in the
event additional inspections are necessitated due to the work for
which an inspection has been requested is incomplete, is obviously
deficient or uncorrected at the time the contractor has requested an
inspection, or for which approved plans are not available at the
job site, or a correct permit is not visibly displayed), the contrac-
tor shall pay an additional fee of twenty dollars prior to any rein-
spection caused by his negligence is made. Written records of
each requested inspection and/or reinspection shall be placed in the
project's master file.
SECTION 24.1.14 RECORD DRAWINGS
A. The improvement bond which insures construction shall not be released
until the City Engineer has approved the record drawings. The developer
shall engaga the services of a registered engineer or land surveyor to
prepare said record drawings of the improvement which shall clearly
indicate any deviations from the approved engineering dral:jings. Taro
prints of the original record drawings, sinned and sealed by the
responsible professional, together with a certificate in .,jhich said
professional certifies that the completed improvements comply with
all of the applicable City ordinances and will function as designed,
shall be submitted to the City Engineer. The record drawings shail
clearly show the minimum details listed in the City "Standards."
The City Engineer shall waive the requirement for the location of a
sewer service lateral or water service lateral if a structure is
connected to said lateral or service line prior to submission of the
record drawings.
B. Storm Drainage
Record drawings shall include:
1. Length of pipe runs from center of structure to center of
structure including the size and type of pipe used.
2. Type and size of each structure and its location with
reference to property lines and/or the street centerlines.
3. Rim elevations and invert elevations of all lines within
each structure.
A-1 0 /3/700)
J L
4. CrOSS-Sect icn jr,i-eji ncs DIF -e la: es and man 3 � � i r.^, •�
develc-Iment at _C0' intervals.
The above noted record drawings shall be submitted to the Ci:, _ Weer
and his approval thereof must be obtained prior to placement
rock base course adiacent tncreto. In --he event that � �City
shall find any or all of the+::erk to unacceptable, it shall ee the
responsibility of the developer to correct said unacceptable ::ors: and
provide new record drawings for that portion of the Cori; as provided
above. In any event, approval of the drainage must be obtain,2d from
the City Engineer prior to the placement of any limerock base course.
C. Pavement
Record drawings shall include:
1. Finish grades at the edge of finished rock and centerline at
longitudinal intervals of not more than 50 feet, street inter-
sections and/or all changes in gradient.
2. Rim elevations of all sanitary sewer manholes within areas to be
paved.
The above noted record drawings shall be provided to the City Engineer
and his approval must be obtained prior to the placement of the
asphaltic surface course. In the event that the City Engineer shall
find any or all of the work to be unacceptable, then it shall be the
responsibility of the developer to correct said unacceptable ,ork and
provide new record drawings for that portion of the work as provided
above. In any event, approval of the base course must be obtained
from the City Engineer prior to placement of any asphaltic surface
course.
SECTION 24.1.15 EXPIRATION OF PERMIT
Permits issued pursuant to these regulations shall be deemed full force
and effect until suc� time as the wo- rk covered thereby *-s ccmplete. How-
ever, if work covered by said permit has not commenced within three
months from the date of issuance of said permit, or has been commenced
and then suspended or abandoned for a period of sixty days from the date
of the most recent inspection, said permit terminated and shall become
null and void. Work shall be considered to have commenced and be in
active progress when, in the opinion of the City Engineer, a full
Complement of +Aorkmen and equipment is present at the site to dili-
gently incorporate materials and improvements into the project. tuhen
a permit has been terminated, all fees paid shall be forfeited and any
work started after such termination shall be subject to all applicable
City Ordinances, requirements and fees for a new permit at the time of
resumption of the work, as provided herein above.
SECTION 24.1.16 ENFORCEMENT OF CHAPTER 24
It shall be the duty of the City Engineer and/or the Chief Building
Official to strictly enforce all of the requirements of this Chapter.
The general agent, architect, builder, contractor, owner or tenant, or
any other person who commits, takes part in or assists in any violation
of this Chapter, or who maintains any premises in which any violation
of this Chapter shall exist, shall be deemed guilty of a misdemeanor.
A-2 (119178)
r,RT10LEE 11 •\CV,DI S
SECT 13N 24. 2. 1 S TA tlNkRD R0,1Db.'AY SECT 1 i "JS
A. All street imprrver-tints shall be constructed in conformance with the "Standard
Roa_`way Sections" on the following four plates.
B. The follo,.ling general notes apply to all road,jay sections:
1. Roadway sections shown shall be considered typical. Transitions at
turnouts and intersections are to be evaluated on ap individual basis
by the City Engineer.
2. All roadway construction shall conform with the applicable City of
Tamarac Ordinances, Construction Standards and Specifications
published by the office of the City Engineer of the City of Tamarac.
3. Rights -of -way shall be demucked and all vegetation and other delete-
rious material removed for their total width and filled with clean
material acceptable to the City Engineer.
4. All grass areas shall be free of stones and debris, covered with
four -inches of topsoil, grassed and mulched. There shall be a
stand of grass evident prior to final acceptance by the City.
5. All arterial and principal collectors and median openings shall be
striped in accordance with the latest Florida Department of Transporta-
tion Standards for Pavement Markings, and the Manual on Uniform
Traffic Control Devices for Streets and Highways.
6. Roadway designation refer to the City of Tamarac trafficways plan.
All such designations and subsequent construction requirements shall
be determined by the City Engineer.
7. All street pavements within the City of Tamarac shall consist of a
minimum of an eight -inch (compacted thickness) and a minimum of an
one -inch (compacted thickness) asphaltic concrete surface.
8. Swale type drainage may be allowed in 30, 50 and 60 foot rights -of -way,
in lieu of concrete gutter, providing the.designina engineer can derron-
strate to the satisfaction of the City Engineer that soil characteristics
are such that storm water infiltration rates are adequate. Judgement
in this matter is vested totally with the City Engineer and his decision
shall be final.
9. Sidewalks shall be required throughout the City, as shown on the typi-
cal sections, with the exception of Land Sections 4, 5 and 6, where it
will be required only upon the following portions of land:
a. The west side of Northwest 88th Avenue from McNab Road to
Southgate Boulevard.
b. The east side of Northwest 100th Avenue from McNab Road
to Southgate Boulevard.
C. The north side of Northwest 77th Street from Northwest 88th
Avenue to Northwest 100th Avenue.
1
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SECTION 2 4 . 2 . 2 Ill 1NI;;'.'M DE_1GN' C Ri TE R Irk
A. Minimum des icn criteria including pavement width, grade, radius of curve and
stop sight distances ire outlined in Table 1.
B. Whenever a street chances direction, or connecting street lines deflect from
each other by more than ten degrees, there shall be a horizontal curve.
C. Where a subdivision abuts or contains an existing street of inadequate right -
of -Gray width, additional right-of-way in conformance with the above standards
may be required.
D. Curvilinear streets are desirable for local and secondary collector streets in
order to discourage excess vehicular speeds and to provide attractive vistas.
E. Intersections with principal collectors shall be located not less than eight
hundred feet apart, measured from centerline to centerline, unless approved
by the City Engineer.
F. Streets shall be laid out to intersect as nearly as possible at right angles.
The minimum angle of pavement intersections is less than eighty degrees unless
otherwise approved by the City Engineer.
G. Multiple intersections involving junction of more than two streets shall be
prohibited except where found to be unavoidable by the City Engineer.
H. Street jogs with centerline offsets of less than one hundred and twenty-five
feet shall be prohibited.
I. Property line and right-of-way radii at street intersections shall be twenty-
five feet. Where the angle of intersections is less than ninety degrees, a
greater radii may be required by the City Engineer.
J. Streets having cul-de-sacs, permanently designed as such shall not exceed
+ six hundred feet in length. Cul-de-sacs shall be provided at the closed end
with a dedicated circular turnaround of not less than ninety-tv.o (92) feet in
diameter havinS a paved area of not less than eight (80) feet in diameter.
K. The system of streets designated for the subdivision, except in unusual cases,
must connect with streets already dedicated in adjacent connections area
platted, must in general, be the reasonable projection of streets in the nearest
subdivisions and must be continued to the boundaries of the tract subdivided so
that other subcivisions may connect therewith. Such streets shall be of a
width at least as great as that of the streets so continued or projected.
L. Rights -of -way Froviding for the future opening and extension of streets may be
a requirement cf the plat at the discretion of the City Engineer, Planning
Commission or City Council.
M. All pavement within a newly constructed subdivision shall be
placed in two lifts, the first one -inch lift shall be placed
during the normal construction period. An additional one -
inch thick asphaltic concrete wearing course shall be constructed
after the completion of home building activity or after a one-
year period, said period beginning with the date of city approval
of the subdivision improvements, whichever comes first.
E1-2 (1/9/7s)
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A. lie^ulan strM:,-s ano l :ndscancd sr. aces d;vid47nc c=_cs:nt: tr-7f c on 3 str---t sn?! i
be ruculre uQ,,n all streets `.11thln tale City '%Jnercin the dedlc,)tcd rIC�'t-nf_„•�y
is 10' feet or _renter. Al rights -of -,jay less than 10�S Feet shall not nc1
median strips.
B. Median strips and openings shall he constructed in accordance %4ith the "Stan(jard
Road,;:ay Sections" iIIustrat;d on preceding paces of this Chapter.
C. Performance bonds and engineering inspection fees for proposed medians and
openings which have not been included as part of previously approved site plans
shall be in accordance with Sections 24.1.6 through 24.1.16.
SECTION 24.2.4 SODDING AND GRASSING WITHIN RIGHTS -OF -WAY
All portions of the road ray, including medians, remaining unpaved shall be planted
with sod in accordance with City "Standards." Grass or sod shall be installed in
all rights -of -•ray at a time determined by the City Engineer, providing, however,
that it shall be installed and established prior to the release of the improvement
bond.
All work herein referred to shall be maintained in accordance with said City
"Standards" and shall be kept at a height no greater than six -inches until the
roadway has been accepted by City Council Resolution and the improvement bond
has been released.
SECTION 24.2.5 PRIVATE ACCESSWAYS
A. Performance bonds and enaineerir-, inspection fees for accessways which have
�• not been included as part of previously approved site development plans shall
be in accordance with Sections 24.1.6 through 24.1.16 of this Chapter.
B. All vehicular ingress and earess between private business, commercial or
more than two family developments and paved public streets having or being
constructed with gutters shall be constructed in accordance with the
standards sha.,rn on the illustration below. The City Engineer will determine
the configurations and materials to be used in other cases.
EDGE OF PAVED DRIVEWAY
5' SIDEV.'ALK EXPANSION JOINT
H EE C CURB / k X450 RADIUS
(SEE CHAPTER 6. APPENDIX D) hilNl;vlUh1)
EDGE OF PAVEMENT
TYPICAL PRIVATE ACCESSWAY
A-3 WDD/72)
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Minimum elevations for crc:rn or street pavement} shall Le
m �'�d plat h nthose shot.rn on ;.^e
a: end p of the flood criteria c�.ao dated" rluaust 15 1 7� i
%; recoruec in ,,is-
Cel lancous Plat 5ccir: y, Page 14, of the Public Pecords of Bro'.jard count,!
such ehanqes ' r or revisions thereto ,.hich have been and may i,e rrade in the *future.
SECTION 24.2.7 S I DE'�,ALKS
Sidevialks shall be constructed in accordance with the standards set forth on the
drawing below and the engineering construction standards and specifications
published by the office of the City Engineer of the City of Tamarac. Side�:jalks
shall be required as indicated in Section 24.2.1 (b) (q).
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TYPE 'A' TYPE:'F3'
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TABLE OF SIDEWALK
TfIICKfJESS -T
LOCATION
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TABLE OF SIDEWALK JOINTS
TYPE LOCATION
P.C. P.T.Oi= CllZJES. j
�A� JUNCTIONOFDISTiNGe�
NEW S1D^r/AL KS 20 C.C•?.:r.X.
WHEREStDE1;'ALE ;1Ui1TS
CONCPETE CURDS, DI{1VT:
WAYS, e SiMILAR STEU=TU ,Eal
5'-O"CENTER TO CEf{TER
ON SIDE.PIALJ:.S.
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A-4 (1/9/70)
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cap.,^., oven .,God: forms Shall e sEa tOr a 1 i ConCret^ ar'J ;i i 1 Sur`.ic�.s ±!^,;}sCr
when. for7S 3rC e^K VP_c7 shill 1 -L'e r!."-ed ..ni le ti;e ccncr,t to is grC 1 t0 Gr_,u;.e d
flnis^ed su m ec s,,-ocLh and even free of for- �ar:s. void, and. ^evc;^ ;gib. �+nv
irre•^_uiaritics 7rcater than ]'-inch. as determined Lv placinq a tcn foot strai",ht-
edc-e Pa-311Cl ';/itil or i four foci str?i'•nted.cc rer,cendicui.Ir to .,le Ionq axis
the s i de`,;a 1 k sha i 1 ne cause for re j�_-ct i en of that section of s i de;:a 1 k bets.;een
type ''A'' joints. Si c`:/alk ,jearing surfaces shall have a broom finish.
SECTION 24.2.8 GUARDRAILS
A. Guardrails shall be constructed wherever a canal, lake or ditch lies within
twenty-five feet of the pavement or the City Engineer determines that guard-
rails are necessary for the protection of the public.
B. Guardrails shall be constructed in accordance with the standards indicated
on plates one through four which follow.
1
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SECTIC'i �;.�.; S'. �.
A. System Recuired
A street name sign system shall be ccnstruct:d by the developer in every su,4i i-
sion or any ncs., land development proiect.
B. Design and Construction Standards
1. Designs: All designs for street name sign systems shall be approved by the
City Engineer.
2. Locations: Locations of street name signs shall be. as established by the
City Engineer but shall be not less than one per intersection.
3. Materials, Installation and Lettering: Standards of materials, installa-
tion and lettering shall be in accordance with the requirements set forth
in the Manual on Uniform Traffic Control Devices for Streets and Hichways,
current edition, and its addenda.
C. Ownership and Maintenance
I. No certificates of occupancy will be issued for any structure until all
street signs have been installed.
2. Upon final approval of a street name sign system, the ownership shall be
transferred to the City.
3. The City s:-.all be responsible for all maintenance of the system upon
assuming ownership.
SECTION 24.2.10 STREET LIGHTING
A. System Required
I. A street lighting system shall be provided in all subdivision or as part
of the improvements in any new land development project.
2. The differential costs (if any) for the installing concrete poles and
underground wiring, plus the first t;/elve months of estimated maintenance
and service charges for the lighting system, shall be paid to the City
before an improvement permit is issued.
B. Design and Construction Standards
All street lighting as required by this article shall conform to the following
standards of design and construction:
1. All designs for lighting shall be approved by the City Engineer and the
franchised electric utility, who will follow, as a minimum, the I.E.S.
Standard Practice for Street and Highway Lighting, 1553, for Type III
Distribution.
2. If feasible, the installation of poles and wiring shall be completed
during the construction of the subdivision itself.
3• Wiring for street lighting shall be underground except in areas where
primary distribution conductors are overhead. Subject to the approval
of the City Engineer, the primary poles may be used for street lights
and associated wiring.
4. All luminaires shall be a minimum of four thousand five hundred lumen
mercury vapor lights, mounted cn concrete poles.
A-5 (1191-3)
C. Error c-enz of Yr.;cic
1 N0 b u i I cP er,i* na!1 Le issue(i in an � v s b� 1v i s i cn or ,,c.�l ! and e -
men, ^roiect -n (. ss the enci,,corin. 4ra,l!n-5 tnercft y Le
` � �" re ccnt� i n �.:Ec:.� �e
provisions for street liChtinq,
2. NO cCrtli!catC Of occupancy shall be issued to any structure until the
street lighting is completed and operable or a commitment acc£otable to
the City Engineer has b^en provided by the electric utility for that area.
3• The provisions of this section may be waived by the City Council where
it is shown that the strict application hereof will constitute irreparable
Injury or hardship and that a_ walver would not be detrimental to the
public health, safety or welfare of the citizens of the City.
ARTICLE III BRIDGES
SECTION 24.3.1 BRIDGES
At locations where secondary canals are to be crossed by thoroughfares of any
type or size, bridges shall be constructed as designated by the City Engineer,
All bridge structures shall conform to the following requirements:
A. Loading - HS 20-44.
B. Span: For a single span bridge, twenty feet shall be a minimum. A multi -
span bridge shall be provided with a center span of at least twenty feet.
C. Vertical Clearance: The low member of the center span of any bridge shall
be not less than four feet above the design water elevation in the canal as
set forth in Section 24.17(e),
D. Roadway Width: The clear roadway between curb lines shall have a width of
not less than four feet greater than the approach pavement.
E. Sideti-,a1k: Sidewalks, having a clear, unobstructed width of not less than
five feet, shall be constructed at each side of the roadwdv.
F. Handrails: Handrails shall be constructed at each side of the bridge and
shall be of reinforced concrete, stainless steel or structural aluminum.
Masonry handrails shall not be permitted.
G. Approach Slabs: Reinforced concrete approach slabs, with a minimum center-
line length of ten feet, shall be incorporated in each bridge design.
No open end bent type construction will be considered, unless the proposed
bridge is multispan, having three or more spans. The canal bottom at the
center of the center span of any bridge shall be at a minimum elevation of
0.0 MSL.
ARTICLE IV UNDERGROUND WIRING
SECTION 24.4,1 REQUIRED EXCEPTIONS
In new resldcntial subdivisions and other land development projects, all
Utility lines, including but not limited to those required for electrical
power distribution, telephone and telegraph communication, street lighting,
i
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1 O';:ever, s SC-t I on i1a i 1 ^,Ot D^✓ I V t0^':!I r e S , C , r c! uc t^, r5 r`r 'S
apparatcs in a' SL^:r 7, s t r ,_.ur^s ,.(10SF f: CiuSiV^Ctlt7
trans%ISslo,i pi e)CCt,iCal _.Cr^,,/ .,Ct n
and transmission ,cry ,t<�* i rs t'cns
l i nos Of oth,er u,t i i t t ic transfor-er boxes,-c:icst;,i ,. ntc rMs ^h's. r+nrur,_nranc , <��� lS
tC Il OxCs and nr ][ CLS
may be placed abcvegrour,d en a level ccncrete siah and shall he lccatcd
In Such a manner as to minimize noise effects upon the aurroundinn
residential prcpertics.
SECTION 24.4.2 EASEMENTS
Recorded easements shall be provided for the installation of all underground
utilities or relocating existing facilities, in conformance 'pith such
size and location of easements as may be determined by the City Engineer
to be compatible with the requirements of all utility companies involved
with respect to a particular utility service.
SECTION 24.4.3 ARRANGEIMENTS WITH PERSONS FURNISHING UTILITY SERVICES
The subdivider or developer shall make the necessary financial compensation
and other arrangement for such underground installation with each of the
organizations furnishing utility services that are involved with respect to
a particular development.
The subdivider or developer shall submit wrltte'n evidence of a satisfactory
arrangement with each of the organizations furnishing utility services
involved with respect to a particular development before the final site
development plan of the project is submitted to the Planning Commission for
its consideration.
ARTICLE V DRAINAGE
SECTION 24.5.1 STORM DRAINAGE SYSTEM
A storm drainage system shall be provided that will drain the entire improve-
ment to positive outlets that can be legally maintained in permanent use or
into a public drainage system of adequate capacity which discharges into such
Positive outlets, including all rights -of -way, easements and necessary construc-
tion at no expence to the City. Side ditches along public roads shall not
necessarily be considered as such public drainage systems or positive outlets.
In the event a retention basin is to be utilized, it shall be of adequate
storage capacity to accommodate a ten year storm. The storm drainage system
shall be so designed that the elevation of the hydraulic gradient is never higher
than the grate elevation of any inlet in the system during the design storm as
outlined hereinafter. The pipe shall be sloped and structures channelled to
develop sufficient scouring velocity at design flow to minimize sedimentation.
A-7 (1/9/;F)
Data C -ai a t
in a . en rt Forpared CIC.�D r S Cn^irCCr I. dica�.nC two ^nt!
O'
ccntrO i o s -cr � ,� crOu ,d .. l -
water ele����cn -e. oe or eraln„ e.�i�tl c
-r �1 ;:a��r ele�iti n,s, Cpv�e,d uesfrl at-7 r drairagc structures `canals , ditc~Cs and other pertinent 1nfcr7Qt17n pertaini
to the system.
In the event that tile construction of a Positive outlet drainage system causes
a iardship, an alternate type system may be submitted fior the -rev ie`N of h
Engineer and the 8 F t,e City
o.ard O+ Adjustment. A detailed design and cost estimate of a
positive outlet system shall be submitted atith a explanation why such system causes
a hardship. The alternate system shall also include a detailed design and cost
estimate. The City Enaineer shall review"j the submitted data and fo heard a retort
to the Board of Adjustment for their revie+.i. The Board of Adjustment shall then
rule if an alternate drainage system can be used.
SECTION 24.5.2 DESIGN OF STORM DRAINAGE SYSTEMS
The storm drainage system required by this article shall be designed in accordance
with engineering principles accepted by the Florida State Department of Transporta-
tion, the South Florida Water Management District and the following minimum design
criteria:
A. The rational method of analysis is used exclusively by the City of Tamarac in
the design of storm drainage systems. The formula for this method is expressed
by the following equation:
Q = CIA
in which Q = runoff in cubic feet per second
= intensity of rainfall in inches per hour
A = drainage area in acres
C = coefficient of runoff
B. Rainfall intensity (1) shall be taken from the three year frequency charts
provided by the Florida Department of Transportati)n for zone 5. The
critical time of concentration shall be no more than 15 minutes, unless the
designing engineering demonstrates that a longer time is applicable.
C. Coefficient of runoff (c) shall be 0.0 for impervious areas and from .3 to
.5 for grassed areas. The latter shall be us-=d unless the desian demonstrates,
by percolation tests or other:�ise, that a lccy?r factor is applicable.
D. Mannincs' Coefficient of Roughness (M) for determining conduit size shall be
.013 for reinforced concrete pipe and .024 for corrugated metal pipe unless
lower valves can be documented.
E. The minimum size pipe permitted shall be 15-inch.
F. Design water level of the secondary canals into which the outfall pipes flow
shall be +7.00 feet MSL for those systems discharging into the C-14 drainage
basin and +6.00 feet MSL for those systems discharging into the C-13 basin.
In the event a retension basin is used the water level shall be determined by
using acceptable engineering practice approved by the City Engineer.
G. Inlets, catch basins, manholes, headwalls and other drainage structures shall
be of a design approved by the City Engineer.
H. Riprap headwalls will not be accepted except in land sections 4, 5 and 6.
1
1
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SEC T ICN' 21} 51.3 U.A 1....1 C T u, Y -) T
All ster- drainace --a terials and construction sha d bn in acccrc�-,^ce 4ith
City "Standards" as pr'ovidcd an-ove. All outlets shall be-Drct^eted
Pipes shall be viSuaily clear? -,nd stra:cnt. The dcvcio D er shall Ouse t e 5
to be stccpered, purled nearly dry and illuminated For ins^ecticrs by the ri,_,�
Engineer prior to acceptanceof the installation.
SECTION 24.5.4 CANALS, LAKES, DITCHES AND SWALES
A. Right-of-way: Canals are to be dedicated to the public and shall have a
minimum right-of-way width of fifty feet. Lakes shall be dedicated to the
public and shall be a minimum of one hundred fifty feet in width.
B. Maintenance Easements: Where a canal right-of-way is sixty feet or less,
a maintenance easement twenty feet or greater shall be provided on one side.
Canals having rights -of -way in excess of sixty feet shall have such mainte-
nance easements on both sides. A maintenance easement twenty feet in width
shall be provided adjacent to the entire boundary of a lake.
C. Bulkheads and Seawalls: Construction of a continuous bulkhead or seawall
along the right -of -",,ray line of all canals and/or lakes shall be mandatory
except where the canal or lake lies wholly within a recreational area, golf
course, park or in those land areas in land section 4, 5.and 6
Bulkheads shall be required at all places where a street crosses a canal or
lake, notwithstanding that the canal or lake lies wholly within a recreational
area, golf course, park and including those land areas. When the canal or
lake is bordered on only one side be recreational use, the bulkhead reeuirement
will not be waived for either side. Bulkhead construction shall be continuous
along each side and shall follow closely behind the excavation. The face or
cap of the wall shall coincide with the canal right-of-way so as to place the
wall outside of the canal right-of-way limits. Complete details of the bulkhead
shall be shown on the engineering plans in accordance with Section 24.3.
SECTION 24.5.5 BULKHEADS -DESIGN STANDARDS
A. Bulkheads or seawalls shall be precast portland cement concrete panels con3truc-
ted of 4,000 psi concrete, reinforced with 40,000 psi yield point structural
grade steel and designed in accordance with the Fort Lauderdale Standards as
herein modified:
B. Minimum elevations for the top of caps shall be the same as those
required for street crowns as enumerated in Section 24.2.6.
C. The precast bulkhead slab shall extend at least nine -inches into soil or four -
inches into rock at the bottom. All joints must be sealed to prevent erosion.
D. Piling must be at least ten feet long and be anchored in stable material. if
hard rock is encountered; A x 18 "stingers" may be cast into the piles to
penetrate into the rock and provide sufficient anchorage.
E. Tieback rods of adequate size shall be coated with tiro layers of bitumasic paint
and wrapped to prevent corrosion.
F. Bulkhead Requirements: The face of the bulkhead shall coincide with the
development's property line. Any excavation required from the property line
to midstream shall be the responsibility of the permitee. A licensed lard
surveyor shall submit the proposed layout of the bulkhead system or six sets
of Certified Plans and Specifications, showing complete details of the
seawall, pertinent topographical and soils information, structural calculations
and a complete unit cost breakdo,;:n. The City assumes no liability for the
design or construction of bulkheads and their adequacy is and remains the
responsibility of the design professional who certifies the plans, specifi-
cations and structural calculations.
ft
G. ainter ,, ,_ U,..',�.; - r,.'a1
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4n�^_re suc`i C�:.^,S tr;�Ct!^,-fi l;'CS ,fl'.nin t„E' Iec iC�'iiu'l sC�._..,�
-Od l i cQ i , O^_ , rC^'Ova i Or i _ i Sha I I �e .'.3CIC to an'-; �)u e:?d ;r
IN t;:0ut prt or r c v a 1 Gr '} ans and issuance o' a per7i t by t ;e C i ty
SECT 10N1 24.5. 6 CANJ ;L D L,",.KE S 1 DE SLCFES ANJD S I DE PROTEST 10"I
Where bulkheads are not required the side slopes of the canal or lake shall be
in accordance with the following illustration:
F0Ui;DAT1ON
i,9AIt4 FEiIAINUt. LAZ>tr,jtr2 k
— 20,
(ONE STORY) 1
12'
PROPERTY Lli:c
SLOPS)
'- FOR C-14 7.0'
C-15 6.0,
SECTION 24.5.7 CANAL AND LAKE WIDTH s DEPTH
DE51G�a %VAT 7"R ;7T ::7 T10,;
12,
No canal shall have a width bet,,ieen faces of seawall of less than fifty feet.
Where no seaviail is required, the canal shall have a minimnum 1viidth of fifty
feet as measured at the design water elevation. The elevation of the bottom
at the center of a canal or lake shall be at H ;.O MSL or below. The side
slopes of the canal or lake shall be consistent with the natural angle of
repose of the subsurface material.
SECTION 24.5.8 CANAL AND LAKE FLOW CONNECTIONS
All canals and lakes shall connect directly or indirectly to a public canal
system. All connections to other canals or lakes shall be the equivalent of
two 36-inch diameter pipes or greater.
L-
1
A-8 (1//,31)
1
S EC 1 10N' 2r. J J
Ditches and swa1es as defined i,, - s chi
for roadside or yard dra �e p`- iIl not e .p�rc.;d, ex::
i na ;a i es c^t
ARTICLE VI SE4.'AGE COLLECT lO N ;YS; ;A
E
SECTION 24.6.1 GENERALLY
A system of sanitary sewers together with all necessary pumping stations and
appurtenances, shall be provided to serve all parcels of the subdivision or
principal buildings of the development. The system shall be designed to
accommodate all reasonably anticipated construction and occupancies. The
collection system shall conduct the se.iage directly or indirectly through
existing sewers of adequate capacity to an approved treatment facility.
SECTION 24.6.2 DESIGN AND CONSTRUCTION STANDARDS, MATERIALS AND
T.V. INSPECTION
A. General: The sewage collection system shall conform to all requirements
and minimum standards of the applicable County and State regulatory acencies.
B. Materials: Cement mortar lined ductile, vitrified clay or polyvinyl chlorid
pipe may be used. Manholes shall be of reinforced concrete and have water-
tight joints. Manhole covers shall be virtually watertight and bear the
words "sanitary sewer" cast into their upper surfaces.
C. T.V. Inspection: Each public sanitary Sevier line shall be inspected by a
closed circuit television camera or other accepted method as approved by
the City Engineer. The Developer shall employ a reputable testing agency
for this inspection, which shall be subject to the City Engineer's approval.
The type of equipment employed shall be sufficient to give adequate detail
on the viewing screen as may be determined by the City Engineer, who viiii
supply a representative to view the screen while the inspection is in
progress. The developer shall provide suitable methods of measuring and
locating defects found in the lines and shall enter such data in a Ica.
Lines found defective shall be corrected as directed by the developer's
engineer and the repaired lines shall be reinspected wi , the
th e television
camera until found acceptable. Service connection lines need not be
inspected by this method.
ARTICLE VII WATER DISTRIBUTION SYSTEM
SECTON 24.7.1 GENERAL
A water distribution system, providing potable water from an approved treatment
facility, shall be provided to serve all parcels of the subdivision or principal
buildings of the development. The pipes shall be sized to provide fire protection and
an adequate supply of domestic water for all reasonably anticipated construction
and occupancies.
SECTION 24.7.2 DESIGN AND COIISTRUCTION STANDARDS
A. General: The water distribution system shall conform to all requirements
and minimum standards of the applicable state and county regulatory aeencies.
Unless more stringent standards are established herein.
W-3 (1/9/78)
U. Pipe ,,lie; ether t n service 1 rocs snal? Le _;":al it,r
IhF) pID '"g'or 'ire DrOteCtlCn s:ail
pear .;at^ r e ar a , inlTum residual pressure of at least 20
is I ^ r:e0 S V i t C rum .' roi7 anv t::O hydrants.
C. Fire Hydrants: Fire hydrants snail he placed on lines SIX-inc-es or lar:ncr
In diameter and shall be spaced SO that the furthest portion of all Drincioal
buildings, divisicns thereof or dweIIinq units therein and all building
areas of lots and parcels are within three hundred feet (as a fire hose
would normally be deployed) of a hydrant.
D. Location of Valves: Valves shall be so located that a break at an,; point
In the system may be isolated ,jithout causing interruption to service or
more than two residential blocks or more than one commercial or business
block.
SECTION 24.7.3 MATERIALS FOR PIPE AND FITTINGS
A. Mains: All mains shall be six -inches or larger and shall be constructed
of cement lined ductile or cast iron, meeting the applicable A!tiWA speci-
fication, depending on such design conditions, flovr rates and pressure
differential as may be prudently anticipated.
B. Service Pipe: Service pipe shall be constructed of type K copper tubing
or polyvinyl chloride (schedule 40 or better) and shall bear the
National Sanitation Foundation seal for potable water pipe.
PVC shall be protected by a sand envelope cushion at least one -inch thick
all around when installed.
W-4 W.0/73)
Q
EC7,O?� �-;.;:.1 E.'IE?,L F.EnU)5
In order to ccmply ,rith the requirement of the Ft_dcraI Floou Insurance
Program, a 100-Year Flood Elevation Map has been adopted by the hoard of
County Commissioners by Resolution dated August 16, 1°77, and is filed
in Miscellaneous Plat Book 4, Page 13. The contour as sho+:in on the 100-
Year Flood Elevation Map indicates the minimum elevation of the first
floor level of buildings to be constructed. The governing factor for
the elevations of the first floor level is the 100-Year contour, or 18-
inches above the crown of the nearest road for residential buildings
or six -inches above the crown of the nearest road for non-residential
buildings, whichever is higher.
In the alternative the City Council may permit a lesser elevations
where the City Engineer certifies that the crown of the adjacent street
is at a level above MSL which would warrant such lesser elevation for a
specific parcel, upon such terms and conditions as the City Council
shall deem adviseable.
SECTION 24.8.2 INSPECTIONS
The elevation above mean sea level of the top of all first floors
shall appear on all construction plans, and the Building Official
shall require that such elevations be transferred to the accompanying
application for permit.
At any time during the course of construction, the Building Official
may require the submittal of a first floor elevation survey, as —built.
SECTION 24.8.3 COMPLIANCE PREREQUISITE TO ISSUAPICE OF CERTIFICATE
OF OCCUPANCY
No certificate of occupancy shall be issued until the grading has been
thoroughly inspected and the Chief Building Official certifies that the
f 1 ow of ra i m.ia to r is away from the building, that the yards and pave -,en t
are properly sloped so that the water does not lie on the la;•rns or
pavement in pools or lakes, but drains directly to the public surface
run-off and storm ureter collection system without encroaching on, flooding
or eroding adjacent lands.
A-9 (1/9/70;