HomeMy WebLinkAboutR-1998-038 i
RESOLUTION NO. 38-98
A RESOLUTION OF THE CITY OF DANIA, FLORIDA,
AUTHORIZING THE APPROPRIATE CITY OFFICIALS TO
EXECUTE A TRI-PARTY AGREEMENT AMONG BROWARD
COUNTY, THE CITY OF DANIA, FLORIDA, AND JOAN LETO,
TRUSTEE, RELATING TO CERTAIN CONDITIONS PLACED ON
THE "LETO SQUARE PLAT, BY THE BROWARD COUNTY
COMMISSION; AND PROVIDING THAT ALL RESOLUTIONS OR
I PARTS OF RESOLUTIONS IN CONFLICT HEREWITH BE
1 REPEALED TO THE EXTENT OF SUCH CONFLICT; AND
PROVIDING FOR AN EFFECTIVE DATE.
f
BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA,
FLORIDA:
Section 1. That the City Commission of the City of Dania, Florida, hereby
approves and authorizes the appropriate city officials to execute that certain agreement
among Broward County, the City of Dania, Florida, and Joan Leto, Trustee for
installation of required improvements relating to the "Leto Square" Plat; a copy of which
agreement is attached hereto as Exhibit"A".
Section 2. That all resolutions or parts of resolutions in conflict herewith be
repealed to the extent of such conflict.
Section 3. That this resolution shall be in force and take effect immediately
upon its passage and adoption.
PASSED and ADOPTED this 10 day of March 1998.
ATTEST: 1 J M
jMayor- Commissioner
City Clerk - Auditor
APPROVED FOR FOR AND CORRECTNESS
By. n
City Atto ey
I
AGREEMENT
Among
BROWARD COUNTY
.. And
..THE CITY OF DANIA
1 And
JOAN LETO TRUSTEE
for
INSTALLATION OF REQUIRED IMPROVEMENTS
RELATING TO
LETO SQUARE
This is an Agreement among BROWARD COUNTY, a political
subdivision of the State of Florida, hereinafter referred to as
County Commissioners,I
"COUNTY, " through its Board of: . AND
THE CITY OF DANIA , a municipal
corporation, organized and existing under the laws of the state of
Florida, its successors and assigns, hereinafter referred to as
"CITY;"
AND
TOAN LETO TRTTRTFF , hereinafter
referred to as " OWNER � " its successors and assigns.
WHEREAS, OWNER.' S. plat, known as LETO SQUARE
( 086-MP-96 ) , hereinafter referred
to as the "PLAT, " was approved by the Board of County Commissioners
of Broward County on Jii.66 17 . 19.9� , and is described
in Exhibit "A, " attached hereto and incorporated herein; and
WHEREAS, the PLAT was approved subject to certain conditions
to ensure the protection of the public health and safety, and one
of the conditions imposed at the time of PLAT approval was the
construction of certain improvements;
i „ WHEREAS, -the PLAT is located within the boundaries of the
CITY; and .
CAF1249
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WHEREAS, the parties desire to enter into this agreement to
provide for the construction, funding and security for the required
improvements as described in Exhibit "B" attached hereto and
incorporated herein; NOW THEREFORE,
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IN CONSIDERATION of the mutual' terms, conditions, promises,
and payments hereinafter set forth, COUNTY and OWNER agree as
follows:
1. INSTALLATION OF REQUIRED IMPROVRMENTS.
i
1 (a) . OWNER agrees to and OWNER shall construct the
improvements described in Exhibit "B" attached hereto,
hereinafter referred to as "the Improvements. " Said
Improvements shall be constructed according to the
schedule set forth in Exhibit "B. "
(b) The Improvements described in Exhibit "B" shall be
installed in accordance with applicable COUNTY, State of
Florida Department of Transportation standards and
specifications and in accordance with the Development
Review Report for the PLAT. The construction plans for
the Improvements, including pavement marking and signing
plans, shall be submitted to COUNTY for review and
approval prior to commencement of construction.
Construction shall be subject to inspection and approval
by the COUNTY. Pavement marking and signing shall be
provided for all of the Improvements and shall be subject
to review, field inspections and final. approval by the
Broward County Traffic Engineering Division, which
Improvements shall be consistent with' the previously
approved plans.
(c) Notwithstanding subparagraphs 1. (a) and (b) above, COUNTY
{ agrees that the turn lane improvements(s) described in
Exhibit "B" shall not be required if the associated
openings) in the nonvehicular access line depicted on
the PLAT are eliminated through the recordation of an
agreement to amend the nonvehicular access line pursuant
to approval by COUNTY. In that event, COUNTY agrees to
authorize reduction of the security provided by "OWNER
according to provisions of paragraph 5. below.
2. OWNER , understands and agrees that it is OWNER"S.
responsibility to complete the Improvements described in
Exhibit "B" and that all costs relating to the installation of
the Improvements will be borne by the . OWNER
3. CITY agrees not to issue building permits for construction of
a principal building within the PLAT until such time as
�1 OWNER provides CITY with written confirmation from COUNTY
CAFE 249
05/13/93 _2_
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that OWNER has complied with paragraph 5. (c) of this
Agreement.
4., CITY agrees not to issue any certificates of occupancy for the
plat prior to completion of improvements according to the
schedule set forth in Exhibit "B. "
5. SECURITY AND DEFAULT:
(a) A lien is hereby imposed by the COUNTY against the real
property identified in Exhibit "A° in the amount of
FOUR THOUSAND TWO HUNDRED qrx-c----------- Dollars
($ 4206.oD ) . Such lien shall secure the
construction of the Improvements identified in Exhibit
"B" attached hereto. Such lien shall exist until fully
paid, discharged, released, or barred by law. The lien
created by this Agreement shall be superior to and shall
have priority over any mortgage on the real property
described in Exhibit "A. " The OWNER shall cause this
Agreement to be executed by the holder of any such
mortgage, which execution shall constitute the
mortgagee's consent to such subordination.
(b) OWNER agrees that this Agreement shall be recorded in
the Official Records of Broward County, Florida, against
the property described in Exhibit "A" to put subsequent
purchasers, grantees, heirs, successors and assigns of
j any interest in such property ion ' notice of the
obligations set forth herein, which shall run with the
. property 'until fully performed.
(c) Prior to the . OWNER obtaining a building permit for
construction of any portion of the PLAT which, according .
to the schedule set forth in Exhibit "B, " requires the
installation of the Improvements, or a portion thereof,
OWNER shall provide a form of security acceptable to
the COUNTY in the form of a letter of credit, surety
bond, or other acceptable security in the amount of
FOUR THOUSANn TWO HTTNDRFn SSA'------------- Dollars
($42Q6 -0O ) , in substitution of the lien imposed
hereby, and the COUNTY shall . cause to be executed and
recorded in the Official Records of Broward County a
release or satisfaction of the lien upon the property
described in Exhibit "A. "
(d) Pursuant to subsection 5 (c) above, OWNER may elect to
provide security for any individual phase as listed in
Exhibit "B, " in order to release a portion of the lien
imposed on the PLAT for the individual •:phase. In that
event, . OWNER' ' shall submit a cost estimate prepared by
yJ a Registered Engineer for the Improvements required in
CAF1249
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such phase. Upon acceptance by the COUNTY of the cost
estimate, and payment by OWNER : . of any applicable fee,
that portion of the PLAT shall be released from the lien
imposed and the total amount of the lien shall be reduced
by the approved amount.
(e) In the event - OWNER
fails to construct the
the terms and conditions of
Improvements according to
this Agreement, COUNTY may recover such sums from
OFiNER ' as are necessary in order to cause the
construction of the Improvements that are outstanding.
Such sums, plus costs and attorney's fees, may be
recovered by COUNTY against the OWNER through a civil
action, or may be recovered by action as provided by the
applicable security. In the event that OWNER fails
to construct an improvement secured by lien created
hereunder, such lien may be foreclosed or otherwise
enforced by the COUNTY by action or suit in equity as for
the foreclosure of a mortgage on real property.
(f) . OWNER • shall ensure that the security remains valid
and in full force and effect until OWNER
erformed. Expiration
improvement obligations are fully p performed.
ce it such
of the security prior to - OWNER S p will
obligation, or notice to COUNTY that the security
expire or has been canceled or disaffirmed prior to
"OWNER' S satisfaction of all obligations. hereunder,
shall constitute a default of this Agreement.
(g) In the event OWNER defaults under the terms ofthis
Agreement and COUNTY draws on the security,
shall be responsible for COUNTY'S reasonable costs and
attorney's fees incurred in drawing against the security.
(h) in the event the letter of credit, surety bond or other
form of security provided to COUNTY, as described is
paragraph 5(c) above, expires, is canceled,
or disaffirmed, COUNTY shall send notice . to OWNER
of reementa
according to the notice provisions
months hfromg the dat�eaof
OWNER - • shall have four (4)
such notice to provide substitute security in form
acceptable to COUNTY. If OWNER COUNTai s t record provide
acceptable substitute security,
document entitled "Notice of Lien for Installation of
Required Improvements" which shall constitute a lien on
the property described in Exhibit "A" for the amount due
hereunder, until fully paid, discharged, released or
barred by law. To the extent that the failed security is
attributable to an identified parcel or. portion of the
PLAT, •the Notice of Lien for Required Improvements may be
CAF1249 _4_
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recorded against and apply only to such parcel or portion
of the PLAT.
6., Upon the completion of one or more of the Improvements
specified in Exhibit "B, " the OWNER may request a partial
release of security from the COUNTY. The OWNER shall
submit a sealed certification by a Registered Engineer of the
work completed, and a cost estimate of the remaining
Improvements to be completed based upon the. current approved
County unit prices. Upon acceptance by the COUNTY of said
certification and cost estimate, and payment by the OWNER
of any applicable fee, the COUNTY shall release that portion
of the security, if any, which is in excess of the cost of the
remaining Improvements. Final release of the full security is
� subject to the standard COUNTY maintenance period of one 1
year from the date of completion of all of the Improvements
specified on Exhibit "B. " If a full or partial release is
warranted for Improvements secured by lien under this
j ! Agreement, the COUNTY shall execute any and all documents
satisfying and discharging said lien which shall be recorded
in the Official Records of Broward County.
y, !OWNER, agrees that the construction contract(s) for the
Improvements shall include the following:
j (a) Indemnify .and save harmless the COUNTY, the Board of
County Commissioners of Broward County, and the State of
Florida, its agents and employees, 'from or on account of
an
any injuries or damages received or sustains tions
person or persons during or on account of any opera
connected with the construction of the Improvements; or
by or in consequence of any negligence in connection with
the same; or by use of any improper materials or by or on
account of an act or omission of the said contractor,
subcontractor, agents, servants or employees.
(b) Workers' Compensation Insurance to apply for all
employees in compliance with the "Workers' Compensation
Law" of the State of Florida and all applicable federal
laws.
(c) Employers' Liability with a limit of One Hundred Thousand .
Dollars ($100,000.00) per accident.
(d) Comprehensive General Liability Insurance with minimum
limits of Five Hundred Thousand Dollars ($500, 000.00) per
occurrence combined single limit for Bodily Injury
Liability and Property Damage Liability. Coverage must
be afforded on a form no more restrictive than the latest
edition of the Comprehensive General, Liability Policy,
CAF#249 _5_
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without restrictive endorsements, as filed by the
Insurance Services Office, and must include:
Premises and/or Operations.
Independent Contractors:
Products and/or completed operations.
Underground Coverages.
COUNTY and the Broward County Board of County Com-
missioners are to be named as additional insureds with
respect to liability arising out of operations performed
for COUNTY by or on behalf of CONTRACTOR or negligent
acts or omissions of COUNTY in connection with general
supervision of such operation.
(e) Business Automobile Liability Insurance with minimum
limits of Three Hundred Thousand Dollars ($300, 000.00)
per occurrence combined single limit for Bodily Injury
Liability and Property Damage Liability. Coverage must
be afforded on a form no more restrictive than the- latest
edition of the Business Automobile Liability Policy,
without restrictive endorsements, as filed by the
Insurance Services Office and must include owned vehicles
and hired and non-owned vehicles.
Notice of Cancellation and/or Restriction: The
policy(ies) must be endorsed to provide COUNTY with
thirty (30) days notice of cancellation and/or
restriction.
S. COUNTY agrees that this Agreement satisfies the requirements
of Section 5-200(d) (2) , Broward County Code of Ordinances,
that OWNER install all required improvements prior to
issuance of a development order or enter into an agreement to
provide for installation of the required improvements within
a reasonable period of time or before issuance of building
permits or certificates of occupancy, as required by the
County Commission. Upon official acceptance of the
Improvements by the applicable permitting agency, the local
government may issue certificates of occupancy for parcels or
portions of the PLAT.
9. Nothing herein shall prevent the COUNTY or CITY from enforcing
the requirements of this Agreement against the owners,
successors or assigns in any part of the PLAT.
10. The OWNER agrees to execute any and all other instruments
or documents as may be required to effectuate the requirements
CAF#249
05/13/93
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of Chapter 5, Article IX, Broward County Code of Ordinances,
and this Agreement.
li. ON T •CET Whenever any of the parties desire to give notice to
the other, such notice must be in writing, sent by U.S. Mail,
postage prepaid, addressed to the party for whom it is
intended at the place last specified, the place for giving of
notice shall remain such until it is changed by written notice
in compliance with the provisions of this paragraph. For the
present, the parties designate the following as the respective
places for giving notice:
For the COUNTY:
Director of the Broward County Engineering Division
115 South Andrews Avenue, Room 321
Fort Lauderdale, FL 33301
For the CITY:
TERRY L. VTRmA ATrp -' GROWTH MANAGEMENT DIRECTOR
GROWTH MANAGEMENT DEPARTMENT
100 W. Dania Beach Blvd.
DANIA, FL .33004
For the OWNER -
, �
JOAN LETO Trustee
I
3100 STIRLING RD.
HOT vwonn FT aan�i
12. RELEASE. When all of the obligations set forth herein are
fully paid and performed, COUNTY, at the request of OWNER
or its successor and upon payment of any applicable fees,
shall cause a release to be recorded in the Official Records
of Broward County, Florida, evidencing such performance. To
the extent that the obligations set forth herein are divisible
and attributable to a specific parcel or portion of the PLAT,
COUNTY may grant a partial release ,of., this agreement for a
specific parcel or portion of the PLAT for which this road
impact obligation has been satisfied.
CAF1249 _�_
05/13/93
A
AGREEMENT FOR INSTALLATION OF REQUIRED IMPROVEMENTS relating to the
LETO SQUARE _ Plat
IN WITNESS WHEREOF, the parties, hereto have made and executed
this Agreement on the respective dates under each signature;
BROWARD COUNTY through its BOARD- OF COUNTY COMMISSIONERS, signing
by and through its Chair or Vice Chair, authorized to execute same
by Board action on the day of 19
and , through its duly authorized
representative to execute same.
COUNTY
ATTEST: BROWARD COUNTY, through its
BOARD OF COUNTY COMMISSIONERS
By
Chair
County Administrator and Ex-
Officio Clerk of the Board of day of 19_ --
County Commissioners of
. Broward County, Florida
Approved as to form by
Office of County Attorney
Broward County, 'Flor C county Attorney
JOHN J. COPELAN, JR. , Y
Governmental Center, Suite 423
115 South Andrews Avenue
Fort Lauderdale, Florida 33301
Telephone: (305) 357-7600
Telecopier: (305) 357-7641
By
Assistant County Attorney
CAF1249
05/13/93
AGREEMENT FOR INSTALLATION OF REQUIRED IMPROVEMENTS RELATING TO THE
T Errn snTTARF PLAT
CITY
WITNESSES:
CITY OF DANIA
By
Mayor-Commissioner
i�"- day of 1",\r_( t
ATTEST:
By—
ity Manager
City Clerk �n'v day of
(CORPORATE SEAL)
APPROVED AS TO FORM:
BY
C y Attorney
I •
STATE OF FLORIDA )
SS.
COUNTY OF ,BROWARD ) /
ins cknowledged before me this
The foregoi trument wa of
L_
day of � � 19 , by 1 n�T i I
City of Dania _9a or she is personally known to
(Municipality)
me or has produced as identification and did/did
take an oath.
NOTARY PUB IC: D )
(Seal)
My commission expires; Pint name:Commission No. :
IP1•WtIENE K.SAakAMACCHM
Notory Puwc-sta*of Pam
fygComm'is wE*=Ay9124001
CommtWw 0 CC.660575
CAF1249 _9_
05/13/93
1 AGREEMENT FOR INSTALLATION OF REQUIRED IMPROVEMENTS RELATING TO THE
T,ETQ�SOTTARF. PLAT
_9w*tFR
witnesses:
Print'name: By JOAN LETO murTSTEE
Print name:
Title:
Print name: Addresn:
' rlA t TACK`>O lj S j— if o 1-u/td;',
Social Security # or Federal
(CORPORATE SEAL) Tax ID i
1(.1• day of
I
ACKNOWLEDGEMENTy�- INDIVIDUAL
STATE OF �-M62\ ) ,
() q ) SS.
COUNTY OF%4.�Q(Cl )
T e oregoing instrument wi� .,acknowledged before me this ho is
a of 19 c`„ by )CCa� t�'N as
ersonall Known to me or who has produced
i entification and who did/did not take an oath.
NOTARY PUBLIC:
(Seal) =
Print name: C�l;� `:
Commission No. :QN-ajoJ1
My commission expires:
rlo REBECCA ANN SINCUP
A o My Comm Eti0.9I7f2001
,n 1 "Due '• No.CC 676216
PwUmw Wwrm 11 Oow I.D.
CAF1249 —10-
05/13/93
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F.XHrBI_TA
(Legal Description for PLAT)
THE WEST TWO HUNDRED FORTY-FOUR AND SEVEN TENTHS (249.07) FEET
OF
(400) R HUNDRED THEFEETNORTOFTWO THEHUNDRED
NORTHWESTOQUARTER (NW 0) FEET OF T1/4)HE OOFH THE UNORTHWEST
QUARTER (NW 1/4) OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION
THREE (3) , TOWNSHIP FIFTY-ONE (51 ) SOUTH, RANGE FORTY-TWO (42)
EAST, LESS THE WEST FORTY-NINE (49) FEET FOR ROAD RIGHT-OF-WAY
PURPOSES.
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•-11-
EXHIBIT H ent
( ] OF 3) public Works Department
Engineering Division
"1 115 S.An di Lauderdale.FL 33301
BRO*COUNTY' - (954)357-6222 • FAX.(954)357.6983
October 27., 1997
Mr: Charles0. Buckalew, P-E,es, Inc.
Consulting Engineering .
2338 Hollywood Boulevard .
Rollywood; Fla. 33020
RE- Approval of 12511; Engineers Cost Estimate for
the plat of Leto Square (086-MP-96)
I i
Dear Mr. Buckalew: request for approval of the
project The acceptable amount for
This is to advise that this office has reviewed your requ roved
•125t. cost estimate for the above .referenced prof gutter and
removal of all existing- driveways in locations not consistent with approved
OP eaings to complete the required improvements
s in the non-vehicular access line and construction of curb,
� sidewalk in these op
when necessary
is $3,526.00.
royal of an amount for
Since You didn't use the standard calculation for
The aforesaid cost estimate amount does not .inclu a approval
pavement marking and signing you need ing
to obtain approval of a pavement
pavement marking
and signing, ,y Traffic Engineering Division.
and signing amolwt from the'Broward County eriod of one
Approval of the amount contained within this letter is valid for a p
year from the date of this. letter.% royal of this cost
bond posted as a result of 'ehe approval
to submit plans
This is. to advise that any our client of the oblig fans must occur at
estimate amount does not relieve roval. The submission
Pla.s or, isauance of
to this office for.review and app unless' a recorded phasing
least thirty (30) days Prior to. construction of the imp
the first• building permit, whichever first occurs,
agreement stipulates, otherwise. . this
lans.submitted for improvements covered by
Should a review of any future p is deemed to be insufficient,
of additional security will be required to cover said
cost estimate posting.
Cate that. the posted security
then the
deficiency '
Should:You have any questions concerning the above please eoniacl Roger Travis
of this office at ,357-6240.
Very t.�ru.-l•,Y. yours,
Henry P. Cook,
Director ;
HPC:RCT:
cc: Roger Travis,
Greg Spencer,
David Huizenga
pfs\nreseden.ler11351er.las\•�doula\�osee.t\S•coeQra.us adunllyEmployerandProvlderotsetc—
n....e uotvrrmon Lod Nance Parrish Sylvia polller John E.Rodseom.Jr.
BROWARD COUNTY BOARD OF COUNn'COMMISSIONERS—An Equal opportunity
EXHIBIT B "
(2 OF 3)
I '
Public Works Department'—.Office of Transportation
Traffic Engineering Division
23l W. Commercial Blvd.
OR*ARD%COUNTY Fort Lauderdale.FL 33309
(954)484.9600 FAX(954)735-8564
December 9, 1997 PROD # 97-201
PROJ NAME Leto Square
I
Charles 0. Buckalew, Eng Inc
302 New Hampshire St Suite3A PLAT # 86-MP-96
Hollywood, F1: 33019 PLAT NAME ' Same
S-T-R 3-51-42
LOCATION Federal Hwy. south of
Stirling Road
ATTN: Charles 0. Buckalew BCED # N/A
Dear Mr. Buckalew:
I am sending you the following:
X_ Pavement marking 'and signing plans
X Cost Estimate for $680. 00
other '
These are 'transmitted as noted:
I Approved as submiited
XX Approved as noted in red
Returned for corrections
1 Resubmit copies for approval
Cost Estimate required
Should you have any questions or need further assistance please
call me.
Very truly yours,
Greg pence
Engineer II
Design Section
-r� GS/gs
cc: David Huizenga, BCED
Roger Travis, BCED
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BROWARO COUWTY BOARD OF COUNTY COMMISSIONERS—An Equal OPPoLL y Employer and Provider of Services
.. - ..._______;COMMISSIONERS
non„I tahnrman Lori
Nan
co Portish Sylvia Polllef John E.Rodstrom,Jr.
EXHIBIT B.
( 3 OF 3 ) eJ� rJfllGvG �lu�
PAVEMENT MARKINGS & SIGNAGE
:COST ESTIMATE MASTER LIST PROJECT: q7�2
UNIT UNIT TOTAL
ITEM g Lines
QTY PRICE PRICE
4" Thermoplastic (Solid for 1ane/Ed/vi LF `mod' • 50 00.
4" Thermoplastic (Skip for 10 '/30 ' Lines) LF . 75
4" Thermoplastic (Solid for •lane lines) - LF 1. 25
12" Thermo plastic (Crosswalk Standard) LF
P 1.50
118" Thermoplastic (Channelization) LF 2. 00
24" Thermoplastic (Stop Bars) LF 2 . 50
,Directional Arrow EA / 75.00
P 'Fment Message EA 150•.00
Raise Reflective Pavement' Marker EA 3. 25
1 - 3 Sq. Ft. •Sign .(12" x 6"). EA 150.00
3 - 4 Sq.. Ft. . Sign (18" x 24") EA' 175.00
4 - 5 Sq. Ft, Sign (24" x 24") EA 200 ..00
5 - 6 Sq. Ft. . Sign (24" x 30") EA 225.00
6 - 6. 25 Sq. Ft. Si.'gn' (30" x 30") R/_ir EA � 250..00
R3-S
5. 25 - 9 Sq. Ft. Sign (48 x 24 , ) EA 275.00
4. 25 -'12 Sq. F.t. Sign (36" x 36") ;EA 300 .00
Street Sign EA' 1,50.00
TOTAL.:
Phe above price list may be used in determining estimates for bond purpo✓✓J
Any .variance from this list must be substanti'ated,in writing. 41
, ®�
)s list was prepared by: Charles 0. Buckalew
Consulting, Engineering Services, Inc
(305) 927-0561'' ' 302 New Hampshire Street, #3A //77,,f
Hollyw%0000dd, /F'lorid/daa ;3330199 J/ 00
:ost estimate prepared by:
`)( !!!!��
2 C.O.B.
93/04/1998 16:43 9549637110 REMAX 3 LETO PAGE 02
EXHIBIT. B.
( 1A of 7A)
125 % MANUALCAL'C ENGINEERSCOST ESTIMATE FORM FOR SUBMISSiONTO
BROWARD' COUNTY ENGINEERING DIVISION
PROJECT NAME:
iMPROvemahT:
STAFF REC'*,
PREPARED BY: 1 OF 7
DATE
This is to certify that the undersigned.Registered Professional Engineer or an
authorized repres®ntative of the undersigned'Registered•PfofG"Onal Engineer did on
--'�
•1g9 7 pectorm an ont fte inspection of the following Plat/S110 Plan
09
Department of Strategic Planning and Growth Management, Devebpment Management
Divlston Mtxnbor 06- -
approved by the County an
o.-I e / and the nigh s of way (public/private) adjacent
thereto In order tO.a8W st In preparation of this cost estimate:. My visual'Inspection of
Ar-d&e.s/ IT preparation
36/1
feet Name)
4he right of way(pub6cJprivate)adjacent to the Plat/Site Plan listed above, resulted in
my Including the following Items in this cost estimate. Please check the Items that are
applicable(use additional sheets if necessary for additional categodes).
Clearing and Grubbing Excavation
Embankment 8leblllzsd sub®fade
Stabilized Shoulder Umerock Baas
Asphall Pavement Removal
Curb•&autter Installation --P7� Curb rp 011itar.Retnoval
Guardrail Installation Guardrail Removal '
Sidewalk Insts9aG®n ✓ Sidewalk ROmOvai
feed A'Mulch or Sodding ✓ Pavement Marking and Signing
1.11" Installation Utility Relooallon-
TraMe'Slgnat Pole Relocation Drainage blataaatlon
Drainage Removal EndwaWNeadeiall construction
Mobilization Matntenanoe or Trathe
��0, ��..✓ sort: 23,/"l5'�
Registered Professional Engineer Dale
Seat
N101L+ leaatnpiM(etmawMbeMtumedtothePgivaedProrracienelEa�inserliets3shoreforeompkroenProttothe
•Sro%jrjCoaw DWtion INr fora
' iunn.• ..w.•.vrur ..
Id Wd2S:60 46ST ST 'ZOO T950+LZ6+p56 •oN 3Jl7Nd *DN3 ns-i1N7f10we*O wO83
Ud/04/1"U 16:43 9549637110 PEMAX 3 LETO PAGE 03
EXHIBIT B.
(2A of 7A)
17S% MANUALCALC ENGINECRSCOST ESTIMATEFORM FOR SUBMISMONTO
BRt7WARU COUNTY ENQINEERINO 13MSION
PROJECT NAME: ' Milow,
IMPROVEMENTPREPARED BY v
DATE 'PAGE 2 OF 7
unit' Unit '
ROADWAY,CONSTRUCTION Or errnt Measunt x fga, = 8
Excavation G.Y. x
Embankmanl(FIIQ C.Y. x
Type B Stab8lzaltan _ 8.Y. x MOD .. 3
Stabilized Subgrade S,Y. x $1.00 m S
Sandbagging C.Y. x S106.68 4 t
a Inch Llmetock saga S.Y. x $5.67 - S �--
121n6h Umerock Base —�� S.Y. x $8.67 = S
314 (rich Asphalt S.Y, x . $1.40 = i
t lnoh'Aaphaft S.Y. x $1.79 = i
es
1 1/4 inch Asphalt ~� S.Y. x 12-18 = S
2Inches.Asphalt . S.Y. x $3.34 - t
6/9 Inch FCa Asph Cone Friction Couras S.Y. x , Q1.97 a i
1 Inch FCa Asph Cana Friction Courts S.Y. x
Mill Existing Asph (1-8/e•Avg Depth) S.Y. x 92-74 m i
Pavement Removal S.Y. x $6.42 m t
j Truing and Leveling TONS x . 929.60 = $
Pavement Restoration S.Y. x $41.62 = t
Temporary,Concrele Barter LF. x $13.80 = t
Type F•Curb and Gutter LF. x $9.63 t
Type F Curb and Gutter Removal LF. x $3.00 . •
Type D Curb LF. x $8.20 = S.
Valley Gutter L.F: x 35.00 = S 'o•—
Cono..TWo Separator lY 2' L.F. x 41167 -. t
Cono.Tcaelot Separatar W 4- L.F. x 518.19 - S
Cone: Trade Separator IV s' LF. x . $21.19 - S
Conc.Traffic 8dparator'IV V W LF. x $22.h7.a il
Guardrail L.F. x. $12.01 = E
RemovakotexlstingGuardrail LF. x $2.03 -.$
Resat Guardrail L.F. x $7.20 S
Pipe Handrail(Aluminium) ^_ _ L.F. x $29.18 = $
End Anchorage Assembly Type 11 E.A. x 5338,98 = S
End Anchorage Assembly Type N E.A. x $867.78 - S
Tree Removal E.A. x $243.20 = S
TopsoB(4Inches). _ S.Y. x 60.70 = 3 .
Seed and Mulch S.Y. x $0.34 - S
Sodding • B.Y. x $1.27 = S
Roadway Construction Total (r2ACaeUMrlee6ANDONlAO61) S �7t3
I ranmwan•a•.roeeurw ,.
",;:� Ed WdES:00 466T SS .400 T9S0+4ZG+V56 : 'ON 34OHd *ON3 113"IHN7r ewow7 wMU
NJ1U4/1y7tl 1b:43 9549637110 P.EMAx S LETO PAGE 04
EXHIBIT• 8
( 3A of 7A)
i
125 % MANUALCALC ENGINEERSCOST ESTIMATE FORM FOR SU®MISSIONTO
13ROWARD COUNTY ENGINEERING DIVISION
PROJECT NAME: JFz �iiaars + .DIGS "
IMPROVEMENT : PAGE 3 OF 7
Unit Uni
t
gRA1NAGE CONSTRUCTION OusntlU Measure x price - S
Inlets (Curb) (Type P-6) (<10) ' EA. x SZ,0691:94 a 3
inlets (curb) (Type P-8) (Peck E.A. x $1,724.00 ■
Inlets(Curb) (Type P-6) l<f0) E.A. x $z262,26 n !
Inlets(Curb) (Type P-6)(Pad) E.A. x 61,947.80 - !
Inlets(Curb) (Type J-6) (<f 0) E.A. x $3,071.43 - !
Inlets(Curb)(Type J-o) (<f o) E.A. x 12.903.33 a !
inlets(Duals eat) (Type 8)(<10) E.A. x $1,683.70 - s
Inlets (Ditch Sot) (Type C)(<10) E.A. x $1,309.44 a $ '
Inlets (Ditch Boo ('TypeC) (JSot<10) E.A. . x SZ100.00 a S
inlets(Duals son (Typiaq (PIIot<1o) E.A. x $1,400.00 = Is
Inlets(Ditch Boo (TypeC Mod) (<10) E.A. x $732.00 - S
inlets(Ditch Sot) (Type F) (<10) E.A. x $1,696.63 =.9
Ovedaw/Retardent Belle 301n L.F. x $215.00 - is
Ovadlow/Retarden(Baft 3eln LF. x $230.00 9
OvenlowlRetatdent Bdtle coin L.F. x $420.00 .. s �—
Conflict Structure E.A. x $1,700.00 - 6 .
1 Manholes(Type P-77) (<10) E.A. x 61.720.33 - 6
Manholes (Type P-;-7T),(>10) E.A, x $1.918.30 . S
Manholes (Type•P-M (Paruaq E.A. x $1,116.00 a $
Manholes (P-7) (ConOlot) E.A. x $3,467.00 - 6
!. Manholes (4-7) (<101 E.A. x $2.785.80
Manholes (J-7T) (at0) E.A. x $2,996.60Manifolds (J-71 = S.
.085.40
Adjusting Inlets (ConAlict) E.A. x $ 64S8.00 b $
Adjusting Manholes E.A. x $166.00 = S
Yard Drains BA x 6616.08 - 6
Pollution Control Sir. (Type W) E.A. x •64,300.00 - $
Pollution Control Sir, (Type M) E.A. x $4,000.00 - S
Junction Box(P-7) (Parllao E.A. x 91-963.06 = S
Junction Box(J-7T) (>lo) E.A. x 53.120.00 m $
Junction Box (J-7NT) (Psnlaq EA x $900.00 = S
Cone Pipe Culvert(15 In.83) LF. x $29.27 = 6
Cana Pips Culvert(101n.68) LF, x $30.96 = S
Colic Pipe Culvert (241n.86) L.F. x $37.02 - $
Cone Pipe Culvert(30 1n,SS) LF. x $40.64 - 6
Cana Pipe Culvert (as In.SO) L.F. x $01.97 - s
Cone Plpe Culvert 1421n.88). L.F. x $56.86 - 6
` Cone P(ps Culvert (48 ln•SS) L.F. x $90.44 - S
Cone PI'pe.Culvert (941n.88) LF. x $80.87 - 3
Drains e.COnstroo5on Sub-Total ffl, ek6-IMF-m ban @Mae 4,,n $
tDrtelWM1:•OAOY1 '
,
'� • £d WaffS M0 466T ST 1130 T%0+4zG+4SG 1014 amoHd M+JN9 M3ltJ>0na*0*3 = W S-4
I
03/d4/1998 16:43 9549637110
REMAX 8 LETO PAGE 05
EXHIBIT B
(4A of 7A) '
125% MANUALCALC ENGINEERS COST ES71IMATEFORM FOR SUHM'SS18NTo
13ROW11RD COUNTY ENGINEERING DIVISION
PROJECT NAME: Imeyro
IMPROVEMENT: PARE 4OP 7
Unit Unl!
DRAINAGE CONSTRUCTION (oonl'd1 Quantity Meaiura x
Cana Pipe Culvert(8o In.88) LF. x Sf04.Od = t
Cana Pipe Culvert(8A In.BB) LF. x it 18.00 - i
Cana Pipe CM(Ctaasly—oB ln.) LF. x Al
Cone Pipe CuWert(721n.88) LF. x i167.0T . !
con*Pipa.Cuwod (781n.3S) LF. x i241.60 - t
Cone Pipe Culvert(44 I01.88) LF. x i278.28 - i
Cone Plpa CUWen(go[".Goy LF. x $315.00 S
CorrAtual.Pipe Clot(18In 80) LF. x $=.Go • t
Corr Alum Pipe CM(181n 68) LF. x 1128.69 - $
Con Alum Plps CHt(21'in SO) LF. x $28.92 - S
COtrAlum PIPS CM(241n 88) �— LF. x $29.14 - i
Corr Alum Pipe Clot(30In-SO) -- LF. x t92 i4 a'S
COrr.Alum Pips OM(=In 80) LF. x t38.14 w •
Corr Alum Pipe CM(421n 68) LF. x $40.14 - $
Corr Alum Pipe CW1(48 In 68) LF. x i69.14 - i
ComAlum Pipe CM(00 In 80) LF. x S90.14 w S
Class 1 Cana(EndwsM C.Y. x $7506.22 - S
Class 1 Cono(Ratatning Wom C.Y. x i337.'J6 - S
Clan 11.Cono(Endwau) C.Y. x $061.89 = $
Clime II Cone (Retaining•Way C.Y. x S294.78 . $ - —
French Drain (16 In) I..F, x 936.00 = 3
French Drain(Ia In) LF. x $48.13 - S'
French Drain (24 In) L.F. x S53.74 = S
French Drain (30 in) _ LF. x $60.62 = $
French Drain (Se in) L.F: x $64.17 = _
French Drain (421n) LF. . x $71.89 - S
Rlprap.(8and-Cement)(Roadway) C.Y. x $306.35 $
Riprap (Send-Cement) (Bridge) C.Y, x $238.40 . S
Riprap Fabdo Formed . - - S.Y. x 544.22 = i
Drainage ConstructionSub-Total ta.■eur•e) i
Df8inags Construction Bub—Total Mon rrpf) _Drainage ConstfuctlonTolml rueesuuHesaAiwaom men i
uma '
.� tad Wd05:70 L66S SS 'Zvo S95FriLd6ab56 'ON 3NOM �d3 M31ti)M9*040 WOUd
nd/04/1998 16:43 9549637110 REMAX 3 LETO PAGE 06
EXHIBIT B.
( 5A of 7A)
125 % MANUAL CAW ENGINEERSCOST ESTIMATE FORM-FOR SUBMISSIONTO
BROWARD COUNTY ' ENGINEERING DIVISION
PROJECT NAME: 1MOV14 a 004r%1R"e
IMPROVEMENT :, Q PAGE d OF 7
Unit unit
BRj0t3B CONSTRUCTION 2%la idly M*"Urs x Pft= 9
Cona Gass to(Superetryature) C.Y. x $398.65 = 6
Cana Class IV(Substruaturs) C.Y. x $540.15 = S
Handrail Cana(Parapet Type) LF. x $79.56 aS
Bddge floor Grooving B.Y. x $162 = S
Composite Neoprene Pad$ C.F. x $601:00 .. S
Traffic Rolling (Pttq.(Barrier) LF. x $00.48 a S
Relnfstaal(Superstructure) I.B. x 0.610S
Rein(seem(Substructure) LB, x 50.00 a 6
Prestress Beam(Type 10) LF. x $87.0 = $
Pro Slab Unit Trim Post Tns'Ia S.F. x $40.76 a 6
Piling Furn (Prast Cane) (Iraq) LF. x sn.19 : S
Piling Dd"(Pita -Cana)•(1es aq) LF. x $1.39 $
Teat Plies Unloaded (180 sio' LF. x $it 1.95 = $
Test PRO$Furnished (18•sq) LF, x $149.50 = S
Test PRO3.Odven (181sq) LF. x $f t.2a = S
Poe apoess (181 E.A. x $160.37 = S
Pile Reddve E.A. x $297.61 a S
Exp Jotnt 8ee1 (strip Elast) LF. x $45.22 = S
Riprap(Pabrlc Formed Cona) S,Y. x 641.48 s d
add eConstructionTotef . .(t6AC5StUNa9aaew00WtAe47) S r•D
SIDEWALK CONSTRUCTION . nil Unit
Sidewalk 41n 1]uan0i v M s x Price - S
( ) S.Y. x s13.23 - s
Concrete Sidewalk (81n) S.Y. x $16.52 @ S
6 Ff. COherste Sidewalk(41n) L.F. x $6.44 = S
6 Ft. Concrete Sidewalk (4In) -lam- L.F. x $7.73 a S 77 S
7 Ft. Conarofa Sidewalk (4 in) L.F. x $9.02 a S
6 FL Generate Sidewalk (a in) L.F. x $0.00 = $
8Ff. Concrete Sidewalk (sin) 1(o LF. x 89.80 - S 286•
7 Ft. Conorate Sidewalk (a in) L.F. x $11.20 = S
5 FL Asphalt Sidewalk LF. x $2.23 = S
8 Ft. Asphalt Sidewalk L.F, x $2.08 .
7 Ft. Asphalt Sidewalk L.F. x $3.13 - S
5 Ff. Concrete Sidewalk Rem'( L.F. x $2.00
6 Ff. Concrete Sidewalk Rem'P MP7 L.F. x $4.00 = $
7 Ff. Con Crete Sidewalk Rem'l L.F. x $6.00 a S
9ldewalk COnetruC110n 7a1a1 (FLAC88UMN aEANDONPAGEn
iana� rM.• am •
Sal W4.2310 4661 9T '200 T9S0+a6+PS6 *ON 34" *9N3 re7dxOnEr*0*0 WOMB
I `
03/04/1998 16:43 9549637110 REMAX & LETO PAGE 07
I
EXHIBIT. B
(6A Of 7A)
125% MANUALCAL.0 ENGINEERSCOST.E=MATEFORM FOR SUBMISS10NT0'
13ROWARD -COUNTY ENGINEERING DPJISION
PROJECT NAME:
IMPROVEMENT: salt3 PAGE 6 OF 7 .
unit unit
UGHT� �3P� CONST Up CTION guanft Meaeuro x 'Price M i
amunding Mectrods (F 6 11' LF. z *Let e i
Conductors(F&Ulnautoted/No 6) . LF. x $0.69 - 3
Conductors•(Ppd/1asulated/No 9) LF. x $0.82 - b
Conductors(MIS&M/No 6) LF, x 40.51 = i
Conduit (Fit Underground/PVC Soo 21 LF. x $3.84 = S
Conduit (Flit Underground/RlgId O.21 LF. x $118.38 = S
Conduit(FAI Undarpavement/PVC 340 ri�— LF. x $9.08 = Z
Conduit.(underpevement — Rlgld)r LF. x $19.00 = S
Conduit (F&1 SF MT/RDg)d'G 3/4-) L.f. x $6.14 = $
Conduit (Fit SP MT/Riold G 21 . LF. x $7•50 - S
Load Center(F&USeeond Vail) E.A. x $1,927.52 = S
Luminalrs (FiVUnderdeck WL MT) E.A. x S864.39 = -
Pup Box (F&1) (Roadside) E.A. x $203.76 - S
Pup Box (F&I) (Sidewalk) E.A. x 4266.64 - S
Photo Elect Control Aesammy (F$I)' E.A. x $601.13 = $
IJgM Ing Pole Complete E.A. x $1,311.26 - b
Ught Pose amp(Fauan1.CNC.So) E.A. x $1,314.86 = b
Ught Pole OMp(FUS61.A4M 501 E.A. x $2,146.39 = S
Ught Pole C (RLAP TOP MT CONC) E.A. x $e01.90 = $
UghtIng Constntc•HonTotd S —0—
,mu,vta,M.e•.wrns, r '
^~� 9d W49:00 466T ST .3O0 T9S0+a6+01S5 'ON 3NOHi *`]N3 m3-mxjnBM0+0 WOtii
PAGE 08
03/04/1998 16:43 9549637110 REMAX & LETO
EXHIBIT B
(7A OF 7A)
125% MANUALCALC ENGINEERSCOST ESTIMATE I=ORM FOR SUBMISSION TO'
®ROWARD :COUNTY ENGINEERING DIVISION
PROJECT NAME: PAOB 7 OF 7 '
IMPROVEMENT.. •
• r 47 LI m
�loe�wlWonstitictton TOW from Page 2 s �o�
t1/s nrrnr■strnnwmturryVm�?'r' :e
Drainage Construction Told twin Papa 4 . $ „p
Bridge Conatruotlon Total from peps a
Sidewalk Construction Tatak from Page 5
lighting Construction Total from Pego a
Sum at Aosdway,Drainage;Bddgs.Stdawalit S UgMing Colminl 110n Costs this Pape r S
Gloating and Geubbing •. ' ri7G r
Malkw ellon ,. 4.e w S 9a►
Malnlsnantte of Trafft
assign .• 2% - S f
Testing 6 Miscellaneous
• ••WNW0104 rYMM a.tltn elxewp.lrNtL w.e!lt ttiWY/t6.urrtlr ptrtler ren
byIMpKelwp•r to Pytt•Ita manta s ..or
Utility Relocation L®'
• Pavement Marling 11i Signing Calculation
r•r via wrudrrpw M404•snow+r.....arttltll«+�tWs•••..rsrrl...
Intl•,swool•J CM&M d •hrr rY'1wr+,rwr�.r.Yr ttlN•r Wu•rl.arllp WON00Yaliytl'
iW 0W by lie.I1ra t••.It u live tYr tt.OMM/wtr rL0lLtlrwtlirNY awwla rwut.l W aW11ueM•.
IIY•°R•NwyfirlwillsOGw T•Iq�(ytlw+•a+•Ii M••i•1f400001 i•l rn0.g0.Mi•0ew tlIg11Ntl0
ewe ere.i4ur WAAWa iulr+.M 20%0 0 the r rL W•nYrw r MOM
110a 91N0eor.6welw0 cm rrYYrf i Awl kb4Wir 0401001.M lt4tlr6Yi•err n7400gN
lna rW 064lbw wWrtirra jue�0 yif•W to rOell u•ur mia Mf06tl4 .
Irla'a0reeoOWer110•I:rITw1�•l tlil•0.awrewrlr40M000nIt1 w0M10Wr0YWrb+wrh M' � ` /�SS�
Pavement Marking a Signing Amount.
Estimated Improvement Amount Sub—total
(9.ed K"do h Dr:mM erlla%VAOOltl,IllMYtl.d 'itl nwar•Nae MNIIIeiNa MM•rweY••Irn6a. 2 6 r� •lL
Tyi1F�,Mlirillriar r`i.rred4 tnrtr Itrwwki d hae.n NYtMtlr!x4w.t NYtW rar.l .'• :'
...7i.•7'`(.J• . :.;+..'.•'•ri`.�'.,:
.Estimated Improvement Amount Sub-total mumptied by 125%
Total Estimated Impravamem Amount
TOTAL.ESIr'IMATEQgMP.ROVEMEW.AMOUNT tl i Zo
AOUNDED TO tHS'�EAREST;DOLLAR "
pomp eikirertwos auewui0aw0.0 rwOrwMrr.rlwt•Iw•Ina. L11rWslW li o•n•w 1•M.sl•IY•Iglf-ItlNlr-l!».
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Registered Prol0roons engineer Dote
Seal
Imrsmlanrtrorruau
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