HomeMy WebLinkAboutR-2018-113 City Authorizing To Execute A Maintenance Memorandum Of Agreement With State Of FL Department Of Transportation Construction & Installation Of Five (5) Bus Shelters Located Along Federal Hw RESOLUTION NO. 2018-113
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA
BEACH, FLORIDA, AUTHORIZING THE PROPER CITY OFFICIALS TO
EXECUTE A MAINTENANCE MEMORANDUM OF AGREEMENT WITH
THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION BASED
UPON THE CONSTRUCTION AND INSTALLATION OF FIVE (5) BUS
SHELTERS TO BE LOCATED ALONG FEDERAL HIGHWAY WHICH THE
CITY WILL PERFORM MAINTENANCE OF THE BUS SHELTERS;
PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN
EFFECTIVE DATE.
BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA
BEACH, FLORIDA:
Section 1. That the City Commission authorizes the proper City officials to enter into
a Maintenance Memorandum of Agreement with FDOT based upon the construction and
installation of five (5) bus shelters along Federal Highway within the City of Dania Beach, a
copy of which agreement in substantial form is attached as Exhibit"A".
Section 2. That the City Manager and City Attorney are authorized to make minor
revisions to such agreement as are deemed necessary and proper for the best interest of the City.
Section 3. Public Services will include maintenance of bus shelters under the Martin-
Gold Coast, LLC Amenity Program Agreement approved by Resolution 2018-105 for City-wide
bus shelter maintenance. Funds for bus shelter maintenance will be appropriated from the Public
Services Department's annual maintenance operating budget.
Section 4. That all resolutions or part of resolutions in conflict with this Resolution
are repealed to the extent of such conflict.
Section 5. That this resolution shall be in full force and take effect immediately upon
its passage and adoption.
PASSED AND ADOPTED on August 28, 2018.
ATTEST:�L'V'—Zz'j
o y
THOMAS SCHNEIDER, CMC �" TAMARA JAMES
CITY CLERK `� 7y- MAYOR
�tISH�
APPROVED A FORM AND CORRECTNESS:
f, S
THO AS J. NS RO
CITY ATT RNE
2 RESOLUTION 42018-113
SECTION NO.: 86010000
FM No.(s): 429575-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
FLORIDA DEPARTMENT OF TRANSPORTATION - DISTRICT FOUR
MAINTENANCE MEMORANDUM OF AGREEMENT(MMOA)
THIS AGREEMENT, made and entered into this date
by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, a
component agency of the State of Florida, hereinafter called the DEPARTMENT and City of
Dania Beach, a municipal subdivision existing under the Laws of Florida, hereinafter called the
AGENCY.
WITNESSETH:
WHEREAS, the DEPARTMENT has jurisdiction over State Road 5/ US-1; and
WHEREAS, the DEPARTMENT seeks to install and have maintained by the AGENCY
certain bus shelters and associated improvements; and
WHEREAS, as part of the continual updating of the State of Florida Highway System, the
DEPARTMENT, for the purpose of safety, protection of the investment and other reasons, has
constructed and does maintain State Road 5/US-1 ; and; (within the limits of the AGENCY); and
WHEREAS, it is the intent of the AGENCY and the DEPARTMENT that the AGENCY
shall own and maintain the specific elements constructed under Project Number 429575-2-52-
01 to include, but not be limited to, concrete shelter pad, solar powered color coated bus shelter
structure and associated amenities, color coated trash receptacles, color coated bus benches
and wind wall; hereinafter called, IMPROVEMENTS along State Road 5 / US-1, beginning from
just north of SW 14th Street at SR 5 Mile Post (M.P.) 4.278 to just north of NE 1st Street at SR 5
M.P. 5.577; and
WHEREAS, the AGENCY shall be responsible for the concrete shelter pad as described
within Exhibit A(Maintenance Areas by AGENCY); and
WHEREAS,the Project involves the scope of work as described within Exhibit B(Project
Location and Description) and Exhibit C (Construction Plans) which will benefit the
AGENCY; and
WHEREAS,the parties hereto mutually recognize the need for entering into an Agreement
designation and setting forth the responsibilities of each party; and
WHEREAS,the AGENCY by Resolution No. dated attached
hereto and by this reference made a part hereof, desires to enter into this AGREEMENT and
authorizes its officers to do so;
NOW THEREFORE, for and in consideration of the mutual benefits to flow each to the
other, the parties covenant and agree as follows:
1. RECITALS
The recitals set forth above are true and correct and are deemed incorporated herein.
Page 1 of 35
SECTION NO.: 86010000
FM No.(s): 429575-2-62-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
2. INSTALLATION OF FACILITIES
A. The DEPARTMENT has issued Project Number 429575-2-62-01 to construct the
IMPROVEMENTS as detailed in Exhibit B (Construction Plans) and Exhibit D
(Product Details and Specifications) along State Road 5 / US-1, which will benefit
the AGENCY. The IMPROVEMENTS shall comply with the laws and regulations
relating to the Americans with Disabilities Act of 1990, as currently enacted or as may
be amended from time to time ("ADA"). The attached Construction Plans (Exhibit B)
shall be updated to meet the requirements of the Building Code. Said Plans shall be
provided to the AGENCY and shall become part of this Agreement. If there are any
major changes to the plan(s), the DEPARTMENT shall provide the modified plan(s)to
the AGENCY and the AGENCY shall provide their approval or disapproval to the
DEPARTMENT within ten (10) business days. The DEPARTMENT may elect to
withdraw the IMPROVEMENTS if changes are not approved within the given time
frame.
B. The AGENCY shall be invited to assist the DEPARTMENT in final inspection before
acceptance of the job by the DEPARTMENT.
C. The AGENCY shall own and maintain the IMPROVEMENTS associated within the
limits of the project.
3. MAINTENANCE OF FACILITIES
A. The AGENCY agrees to maintain the IMPROVEMENTS to be installed under Project
Number 429575-2-52-01 within the limits of construction. Maintenance by the
AGENCY will include repair, restoration, and general maintenance of all
IMPROVEMENTS within the limits of the project. The IMPROVEMENTS are
described in Exhibit A(Project Location and Description).
1) The AGENCY agrees to maintain, at its sole cost and expense, the
IMPROVEMENTS set forth in Exhibit A in compliance with any and all applicable
laws which shall include, but not be limited to, laws and regulations relating to the
Americans with Disabilities Act("ADA") of 1990, as currently enacted or as may be
amended from time to time.
2) The IMPROVEMENTS shall be kept clean and free from trash and debris. The
IMPROVEMENTS shall be kept free of graffiti.The IMPROVEMENTS shall be free
of pests such as stinging insects, rodents and vermin, including removal of nests
as needed.
3) As part of the maintenance responsibility, the AGENCY shall keep in good repair
and replace, defective or worn out parts of the IMPROVEMENTS. The AGENCY's
responsibility to keep the IMPROVEMENTS in good repair shall include all
necessary maintenance, repair and replacement of any type or nature, including,
but not limited to, maintenance, repair and replacement due to normal wear and
tear, named storm event, acts of God, vandalism and accidents. The AGENCY
shall take all necessary steps to maintain the IMPROVEMENTS in a manner to
protect against injury to any person or property.
Page 2 of 35
SECTION NO.: 86010000
FM No.(s): 429575-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
4) The above named functions to be performed by the AGENCY may be subject to
periodic inspections by the DEPARTMENT at the discretion of the DEPARTMENT.
Such inspection findings will be shared with the AGENCY and shall be the basis
of all decisions regarding, reworking relating to the maintenance obligation /
function or AGREEMENT termination.
5) The AGENCY shall be solely responsible for any damages to surrounding
property, real estate, vehicles, pedestrians, or other assets occurring as a result of
maintenance and operation of the IMPROVEMENTS and shall repair such damage
to the satisfaction of the DEPARTMENT at no expense to the DEPARTMENT, as
per the requirements in Exhibit E (Maintenance Plan Requirements).
B. The AGENCY shall indemnify the DEPARTMENT for any and all costs or expenses
incurred by the DEPARTMENT for the AGENCY's failure to comply with all ADA Laws
existing and as may be amended. Costs and expenses shall include the costs to make
the facility ADA compliant, Attorney's fees and costs and any judgments. Adjacent
sidewalk areas shall be accessible at all times. If sidewalk closures are needed,
alternate routes shall be clearly identified and missing sidewalk shall be restored either
with permanent or temporary materials at the end of each work day.
C. All IMPROVEMENTS shall at all times have a notification sign posted with the name
and phone number of the department within the AGENCY responsible for
maintenance of the IMPROVEMENTS so that members of the public may contact
AGENCY regarding problems with the IMPROVEMENTS. The AGENCY shall
promptly respond and correct all complaints regarding maintenance. The
IMPROVEMENTS to be constructed with this project shall not contain advertising. Nor
shall advertising be placed upon them by any party in the future.
D. It is understood and agreed by the parties that upon "final acceptance" (as that term is
described in the Standard Specifications for Roadway and Bridge Construction, as
amended by contract documents section 5-11) by the DEPARTMENT of the Project
and Notice thereof to the AGENCY, the AGENCY shall be responsible for
maintenance of the Project in accordance with the following Federally and State
accepted standards (current editions at the time of execution of this AGREEMENT
and any amendments hereafter) and all costs related thereto: (a) FDOT Plans
Preparation Manual (PPM), (b) FDOT Design Manual (FDM), (c) Florida Green Book,
(d) Standard Specifications for Roadway and Bridge Construction, (e) FDOT Design
Standards and (f) Manual on Uniform Traffic Control Devices (MUTCD).
E. If it becomes necessary to provide utilities (water/electricity) to these improvements,
all costs associated with the utilities, accent lighting and/or irrigation systems including,
but not limited to the impact and connection fees, and the on-going cost of utility usage
for water and electrical, are the maintaining AGENCY's responsibility.
1) The AGENCY shall be directly responsible for impact and connection fees.
AND
2) The AGENCY shall become responsible for the above named improvements and
Page 3 of 36
SECTION NO.: 86010000
FM No.(s): 429575-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
ongoing utility costs upon final acceptance of the construction project by the
DEPARTMENT and thereafter.
F. Any work impacting traffic flow along State Road 5 / US-1 must be coordinated with
the DEPARTMENT. Lane closures must be submitted for approval in accordance with
DEPARTMENT procedures and policies and will meet the goals established in the
DEPARTMENT's Open Roads Policy.
4. NOTICE OF MAINTENANCE DEFICIENCIES
A. If, at any time while the terms of this AGREEMENT are in effect, it shall come to the
attention of the DEPARTMENT that the AGENCY's responsibility as established
herein or a part thereof is not being properly accomplished pursuant to the terms of
this AGREEMENT, the DEPARTMENT may issue a written notice, that a deficiency
or deficiencies exist(s), by sending a certified letter to the AGENCY, in care of the
CITY OF DANIA BEACH MANAGER, to place the AGENCY on notice regarding its
maintenance deficiencies. Thereafter, the AGENCY shall have a period of sixty (60)
days within which to correct the citied deficiency or deficiencies. It said deficiencies
are not corrected within the time period,the DEPARTMENT may, at its option, proceed
under one or more or a combination of the following items:
1) The DEPARTMENT may repair any item or a number of items. Corrective actions
will be performed with the DEPARTMENT and/or its independent contractor's
materials, equipment and personnel. The actual cost for such work will be charged
to the AGENCY.
2) The DEPARTMENT may remove or replace any item or number of items with the
standard DEPARTMENT item or similar at the discretion of the DEPARTMENT.
Corrective actions will be performed with the DEPARTMENT and/or its
independent contractor's materials, equipment and personnel. The actual cost for
such work will be charged to the AGENCY.
3) If there is no standard equivalent item or if in the DEPARTMENT's discretion the
item is not necessary for the operations of the roadway, the DEPARTMENT may
remove the item in its entirety and restore the area to a condition acceptable to the
DEPARTMENT. Corrective actions will be performed with the DEPARTMENT
and/or its independent contractor's materials, equipment and personnel. The
actual cost for such work will be charged to the AGENCY.
4) At the discretion of the DEPARTMENT, terminate the AGREEMENT in
accordance with Paragraph 7 of this AGREEMENT and remove, by the
DEPARTMENT or its Contractor's personnel, all of the improvements installed
under this AGREEMENT and charge the AGENCY the reasonable cost of such
removal.
5) The AGENCY shall provide the local FDOT Operation Center located at Broward
Operations, 5548 NW 9t' Avenue, Ft. Lauderdale, FL 33309 (954) 776-4300, a
twenty-four(24) hour telephone number and the name of a responsible person that
the DEPARTMENT may contact. The AGENCY shall notify the local maintenance
Page 4 of 36
SECTION NO.: 86010000
FM No.(s): 429575-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
office forty-eight (48) hours prior to the start of maintenance activities and
coordinate scheduled work activities to ensure no conflict with DEPARTMENT
projects.
5. FUTURE DEPARTMENT IMPROVEMENTS
It is understood between the parties hereto that the improvements covered by this
AGREEMENT may be removed, relocated or adjusted at any time in the future as
determined to be necessary by the DEPARTMENT in order that the adjacent state road be
widened, altered or otherwise changed to meet with future criteria or planning of the
DEPARTMENT.
6. FUTURE AGENCY IMPROVEMENTS
The AGENCY may construct additional improvements within the limits of the rights of ways
identified as a result of this document, subject to the following conditions:
1) Plans for any new improvements or modifications shall be subject to approval by
the DEPARTMENT. The AGENCY shall not change or deviate from said plans
without written approval by the DEPARTMENT.
2) The AGENCY shall procure a permit and/ or Construction Agreement from the
DEPARTMENT, as appropriate.
3) All improvements shall be developed and implemented in accordance with
appropriate state safety and roadway design standards.
4) The AGENCY agrees to comply with the requirements of this AGREEMENT with
regard to any additional improvements installed at no cost to the DEPARTMENT.
7. AGREEMENT TERMINATION
This AGREEMENT may be terminated under any one (1) of the following conditions:
1) By the DEPARTMENT, if the AGENCY fails to perform its duties under this
AGREEMENT, following ten (10) days written notice. The AGENCY shall
reimburse the DEPARTMENT for any expenditures for the installation of said
improvements and the cost to remove and or replace said improvement with the
standard improvement or remove in its entirety.
2) By the DEPARTMENT, for refusal by the AGENCY to allow public access to all
documents, papers, letters, or other material subject to the provisions of Chapter
119, Florida Statutes, and made or received by the AGENCY in conjunction with
this AGREEMENT.
3) By the DEPARTMENT with a six(6) month written notice.
Page 5 of 36
SECTION NO.: 86010000
FM No.(s): 429675-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-6/ US-1
8. AGREEMENT TERM
The term of this AGREEMENT commences upon execution by all parties. The term of this
AGREEMENT shall remain in effect for as long as the IMPROVEMENTS shall exist.
9. LIABILITY AND INSURANCE REQUIREMENTS
A. With respect to any of the AGENCY's agents, consultants, sub-consultants,
contractors, and/or sub-contractors, such party in any contract for the improvements
shall agree to indemnify, defend, save and hold harmless the DEPARTMENT from all
claims, demands, liabilities, and suits of any nature arising out of, because of or due
to any intentional and/or negligent act or occurrence, omission or commission of such
agents, consultants, sub consultants, contractors and/or subcontractors. The
AGENCY shall provide to the DEPARTMENT written evidence of the foregoing upon
the request of the DEPARTMENT. It is specifically understood and agreed that this
indemnification clause does not cover or indemnify the DEPARTMENT for its own
negligence. Nothing contained herein is intended nor shall be construed to waive
Agency's rights and immunities under the common law or Section 768.28, Florida
Statutes, as amended from time to time.
B. In the event that AGENCY contracts with a third party other than a local agency to
provide the services set forth herein, any contract with such third party shall include
the following provisions:
1) AGENCY contractor shall at all times during the term of this AGREEMENT keep
and maintain in full force and effect, at contractor's sole cost and expense,
Comprehensive General Liability with minimum limits of $1,000,000.00 per
occurrence combined single limit for Bodily Injury Liability and Property Damage
Liability and Worker's Compensation insurance with minimum limits of
$500,000.00 per Liability. Coverage must be afforded on a form no more restrictive
than the latest edition of the Comprehensive General Liability and Worker's
Compensation policy without restrictive endorsements, as filed by the Insurance
Services Office and shall name the DEPARTMENT as an additional insured.
2) AGENCY's contractor shall furnish AGENCY with Certificates of Insurance of
Endorsements evidencing the insurance coverages specified herein prior to the
beginning performance of work under this AGREEMENT.
3) Coverage is not to cease and is to remain in full force and effect (subject to
cancellation notice) until all performance required of AGENCY's contractor is
completed. All policies must be endorsed to provide the DEPARTMENT with at
least thirty(30)day notice of cancellation and/or restriction. If any of the insurance
coverages will expire prior to the completion of work, copies of renewal policies
shall be furnished at least(30) days prior to the date of expiration.
10. E-VERIFY REQUIREMENTS
The AGENCY shall:
Page 6 of 36
SECTION NO.: 86010000
FM No.(s): 429675-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
1) Utilize the U.S. Department of Homeland Security's E-Verify system to verify the
employment eligibility of all new employees hired by the AGENCY for the work
performed under this AGREEMENT; and
2) Expressly require any contractors performing work or providing services pursuant
to the state contract to likewise utilize the U.S. Department of Homeland
Security's E-Verify system to verify the employment eligibility of all new
employees hired by the subcontractor during the contract term.
11. ENTIRE AGREEMENT
This writing embodies the entire Agreement and understanding between the parties hereto
and there are no other Agreements and understanding, oral or written, with reference to the
subject matter hereof, to wit the IMPROVEMENTS, that are not merged herein and
superseded hereby.
12. EXPENDITURE OF MONEY
The DEPARTMENT, during any fiscal year, shall not expend money, incur any liability,
or enter into any contract which, by its terms, involves the expenditure of money in
excess of the amounts budgeted as available for expenditure during such fiscal year.
Any contract, verbal or written, made in violation of this subsection is null and void, and
no money may be paid on such contract. The DEPARTMENT shall require a statement
from the Comptroller of the DEPARTMENT that funds are available prior to entering into
any such contract or other binding commitment of funds. Nothing herein contained shall
prevent the making of contracts for periods exceeding one (1) year, but any contract so
made shall be executory only for the value of the services to be rendered or agreed to
be paid for in succeeding fiscal years; and this paragraph shall be incorporated verbatim
in all contracts of the DEPARTMENT which are for an amount in excess of TWENTY-
FIVE THOUSAND DOLLARS ($25,000.00) and which have a term for a period of more
than one year.
13. DISPUTES
The DEPARTMENT'S District Secretary shall decide all questions, difficulties and disputes
of any nature whatsoever that may arise under or by reason of this Agreement, the
prosecution or fulfillment of the service hereunder and the character, quality, amount and
value thereof; and his decision upon all claims, questions and disputes shall be final and
conclusive upon the parties hereto.
14. ASSIGNMENT
This AGREEMENT may not be assigned or transferred by the AGENCY in whole or part
without the consent of the DEPARTMENT.
15. LAWS GOVERNING
This AGREEMENT shall be governed by and construed in accordance with the laws of the
State of Florida. In the event of a conflict between any portion of the contract and Florida
Page 7 of 36
SECTION NO.: 86010000
FM No.(s): 429575-2-62-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
law, the laws of Florida shall prevail. The AGENCY agrees to waive forum and venue and
the DEPARTMENT shall determine the forum and venue in which any dispute under this
AGREEMENT is decided.
16. NOTICES
Any and all notices given or required under this AGREEMENT shall be in writing and either
personally delivered with receipt acknowledgement or sent by certified mail, return receipt
requested. All notices shall be sent to the following addresses.
If to the DEPARTMENT:
State of Florida Department of Transportation
Attention: District Maintenance Engineer
3400 West Commercial Blvd
Ft. Lauderdale, FL 33309-3421
If to the AGENCY:
City of Dania Beach
Attention: City Manager
100 West Dania Beach Blvd
Dania Beach, FL 33004
17. LIST OF EXHIBITS
Exhibit A: Maintenance Areas by AGENCY
Exhibit B: Project Location and Description
Exhibit C: Construction Plans
Exhibit D: Product Information and Specifications
Exhibit E: Maintenance Plan Requirements
Page 8 of 35
SECTION NO.: 86010000
FM No.(s): 429576-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
IN WITNESS OF THE FOREGOING, the parties have set their hands and seals the day and year
first above written.
AGENCY:
City of Dania Beach
By: Date:
City Manager
Attest: (SEAL)
Clerk
Legal Approval
Attorney Date
Page 9 of 36
SECTION NO.: 86010000
FM No.(s): 429575-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
IN WITNESS OF THE FOREGOING,the parties have set their hands and seals the day and year
first above written.
DEPARTMENT:
ATTEST: STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
Sign:
Executive Secretary Director of Operations
(SEAL)
Print Name:
Date:
Approval as to Form:
Sign:
District General Counsel
Print Name:
Date:
Page 10 of 35
SECTION NO.: 86010000
FM No.(s): 429575-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
EXHIBIT A
MAINTENANCE AREAS BY AGENCY
Note: Maintenance Areas by AGENCY are referenced from the Roadway Construction Plans
under Project Number 429575-2-52-01approved by the DEPARTMENT.
LEGEND: Illustrates Maintenance Areas by AGENCY
Location 8 (Broward County Bus Stop I.D. #25) at SR-5 Mile Post 4.278
f—R/W LINE '_
W
W
cc
Ln
CONST. TYPE F C&G
+34.81, 57.62 LT
MATCH EXIST.
+42.32
57.58' LT CONST. BUS PAD +32.31 +54.29
+61.81 +86.81 42.62' LT 40.00'LTLT LT
27 48.50' LT 48.50 LT
2' +78I35
R +32.31 40. �0' LT
42.6f VJb4 —
+40.86 +78.35 _
47O 0' LT 31.59' LT
+49.22 +86.81 +28.31 �CONST. TYPE F C&G
35.00' LT SAWCU 39.50' LT 30.92' LT +78.35, 29.59 LT
MATCH EXIST.
+61.87 LANDING PAD +28.31 +58.29
+61.81 29.59' LT 227 30.92' LT 30.92' LT 228
39.50' LT
US 1/SR 5/N FEDERAL HWY
[The remainder of this page intentionally left blank.]
Pagel 1 of 35
SECTION NO.: 86010000
FM No.(s): 429575-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
EXHIBIT A (Continued)
MAINTENANCE AREAS BY AGENCY
LEGEND: Illustrates Maintenance Areas by AGENCY
Location 9 (Broward County Bus Stop I.D. #22) at SR-5 Mile Post 4.676
w
w
CONST. BUS PAD
FPL OE13KV 33.00'' LT
SAWCUT AND CONNECT
TO EXIST. SIDEWALK
+47,01, 24.43' LT
+72.01
R/W LINE 32.98' LT
SAWCUT AND CONNECT
us-1 247 TO EXIST. SIDEWALK 248
+72.01, 24.47' LT
I
¢ OF SURVEY D
[The remainder of this page intentionally left blank.]
Page 12 of 35
SECTION NO.: 86010000
FM No.(s): 429575-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
EXHIBIT A (Continued)
MAINTENANCE AREAS BY AGENCY
® LEGEND: Illustrates Maintenance Areas by AGENCY
Location 10 (Broward County Bus Stop#105) at SR-5 Mile Post 4.701
LEVEL 3 BFO 16-1'25"f R/W LINE
"--GM US 1/SR 5/N FEDERAL HWY
¢ OF SURVEY D 249
EXIST. LIGHT POLE
EXIST. PULL BOX TO BE REPLACED TO REMAIN
CONST. BUS PAD
SAWCUT AND CONNECT SAWCUT AND CONNECT
TO EXIST. SIDEWALK TO EXIST. SIDEWALK
+90.07, 40.58' RT +20.08, 40.58' RT
---.........
--- -- - - -
+90.07 . +20.08
R/W LINE 49.00' RT ' T
49.00 RT �
w
w
cc
ko
W
[The remainder of this page intentionally left blank.]
Page 13 of 35
SECTION NO.: 86010000
FM No.(s): 429575-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
EXHIBIT A (Continued)
MAINTENANCE AREAS BY AGENCY
LEGEND: Illustrates Maintenance Areas by AGENCY
Location 11 (Broward County Bus Stop I.D. #107) at SR-5 Mile Post 5.035
R/W LINE
US 1/SR 5/N FEDERAL HWY
266 9 OF SURVEY D 267
CONST. BUS PAD
SAWCUT AND CONNECT SAWCUT AND CONNECT
TO EXIST. SIDEWALK TO EXIST. SIDEWALK
+49.81, 40.50' RT +79.81, 40.501 RT
+49.81 ! +79.81 W M
49.00' RT 49.00' RT UNKNOWN BE
[The remainder of this page intentionally left blank.]
Page 14 of 35
SECTION NO.: 86010000
FM No.(s): 429575-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
EXHIBIT A (Continued)
MAINTENANCE AREAS BY AGENCY
LEGEND: Illustrates Maintenance Areas by AGENCY
Location 13 (Broward County Bus Stop I.D. #110) at SR-5 Mile Post 5.577
SAWCUT AND CONNECT
TO EXIST SWK
+18.20
+18.2 L +18.16, 51.68, LT
+18.25
35.68' L EXIST. TREE TO BE REMOVED R/W LINE
+16.79
+34.7 SAWCUT AND CONNECT
TO EXIST. C&G
24.66' LT US-1
294 +25.65 +43.72, 22.64' L 295 296
z21 i' LT
SAWCUT AND CONNECT
TO EXIST. C&G
+28.78, 38.47' RT SAWCUT AND CONNECT
TO EXIST. C&G
+36.70 +29.09, 40.44' RT SAWCUT AND CONNECT
t
EXIST. TREE TO BE REMOVED TO EXIST. C&G
+54.09, 40.46' RT
W
W O1
CC
r- -- --
+ SAWCUT AND CONNECT
4 .
EXIST. C&G _ +29.09 +54.09
+49.78, 38.42' RT 49.00' RT 49.00' RT
W +49.74 CONST. BUS PAD
z 49.08' RT
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Page 15 of 36
SECTION NO.: 86010000
FM No.(s): 429575-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/US-1
EXHIBIT B
PROJECT LOCATION AND DESCRIPTION
I. Location:
The IMPROVEMENTS associated with this AGREEMENT are within the limits of the City
of Ft. Dania Beach, Florida, along State Road 5/US-1, beginning from just north of SW 101 Street
at SR 5 Mile Post(M.P.) 4.278 north to just north of NE 1st Street at SR 5 M.P. 5.577
II. Description of Work:
• Project Number 429575-2-52-01 to include the IMPROVEMENTS associated within the
limits of this project.
It will be the responsibility of the AGENCY to maintain the IMPROVEMENTS described in this
AGREEMENT.
[The remainder of this page intentionally left blank.]
Page 16 of 36
SECTION NO.: 86010000
FM No.(s): 429675-2-62-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
EXHIBIT C
CONSTRUCTION PLANS
Construction Plans prepared by Caltran Engineering Group dated April 10, 2018, as approved by
the DEPARTMENT.
Construction Plans (attached)
Sheets Included:
PDF Page Number(#) Plan Sheet(#) Sheet(s) Description
21 4644A-1 4.75' BUS SHELTER
22 1 KEY SHEET
23 9 GENERAL NOTES
24 18 ROADWAY PLAN
25 19 ROADWAY PLAN
26 20 ROADWAY PLAN
27 22 ROADWAY PLAN
28 SQ-1 SUMMARY OF QUANTITIES
29 SQ-2 SUMMARY OF QUANTITIES
30 SQ-4 SUMMARY OF QUANTITIES
31 SQ-5 SUMMARY OF QUANTITIES
32 SQ-6 SUMMARY OF QUANTITIES
33 SQ-7 SUMMARY OF QUANTITIES
34 SQ-8 SUMMARY OF QUANTITIES
35 SQ-9 SUMMARY OF QUANTITIES
[The remainder of this page intentionally left blank.]
Page 17 of 36
SECTION NO.: 86010000
FM No.(s): 429676-2-52-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
EXHIBIT D
PRODUCT INFORMATION AND SPECIFICATIONS
DANIA BEACH BUS SHELTERS - PRODUCT INFORMATION AND SPECIFICATIONS
BRO
WAR PRODUCT
D DRAWING TRASH
COU SR MILE DESCRI MANUFA OR RECEP
NTY # SIDE POST PTION MODEL COLOR CTURER SPECIFICATI TACLE
BUS ONS
STOP NUMBER
I.D. #
4.75'
SSt Ilee Slimline Red and
SR y Style— BRASCO Series
25 5 WEST 4.278 Dutch Dutch Hip Dark Int #SL512-OF YES
Hip Roof Bronze
Transit
Shelter
4.75'
Slimline Slimline
Style Red and
SR Style— BRASCO Series
22 5 WEST 4.676 High Dutch Hip Bronze
Int #SL512-OF YES
Transit Roof
Shelter
Page 18 of 35
SECTION NO.: 86010000
FM No.(s): 429575-2-62-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/ US-1
EXHIBIT D
PRODUCT INFORMATION AND SPECIFICATIONS
EXHIBIT D (CONTINUED)— DANIA BEACH BUS SHELTERS - PRODUCT INFORMATION AND
SPECIFICATIONS
BRO
WAR TRASH
D PRODUCT RECEP
COUN SR MILE DESCRIPT MANUFA DRAWING OR TACLE
TY # SIDE POST ION MODEL COLOR CTURER SPECIFICATIO
BUS NS NUMBER
STOP
I.D. #
4.75' Slimline
Slimline Style— Red and
SR BRASCO Series#SL512-
105 EAST 4.701 Style Dutch Dark YES
5 Hip Transit Dutch Hip Bronze Int OF
Shelter Roof
4.75' Slimline
Slimline Red and
SR Style— BRASCO Series#SL512-
107 5 EAST 5.035 Style Dutch Dutch Hip Dark Int OF YES
Hip Transit Roof Bronze
Shelter
4.75' Slimline
Slimline Style— Red and
SR BRASCO Series#SL512-
110 EAST 5.577 Style Dutch Dark YES
5 Hip Transit Dutch Hip Bronze Int OF
Shelter Roof
Page 19 of 36
SECTION NO.: 86010000
FM No.(s): 429675-2-62-01
AGENCY: CITY OF DANIA BEACH
S.R. No.: SR-5/US-1
EXHIBIT E
MAINTENANCE PLAN REQUIREMENTS
The AGENCY shall submit to the DEPARTMENT a maintenance plan within the AGENCY limits
which is described in Exhibit A, detailing the means and methods for accomplishing the
maintenance related activities in accordance with all DEPARTMENT Standards, Procedures and
Specifications. This plan shall be submitted and approved by the DEPARTMENT prior to
commencing any maintenance or repair activities. The AGENCY shall comply with the
DEPARTMENT's applicable Maintenance Rating Program (MRP) Standards. The plan should at
minimum detail how the AGENCY will address the following:
1. Providing for continuous traffic control and necessary traffic control devices as required
for the safe movement of traffic of vehicular and pedestrian traffic past the location of the
structure being repaired for the duration of the repair in accordance with DEPARTMENT
Standards, Procedures and Specifications.
2. Protection of adjacent surrounding property, real estate, vehicles, pedestrians, or other
maintenance related activities.
3. Containment of debris or materials used in or resulting from the repair.
After the maintenance plan is approved, the AGENCY shall submit a work plan to the
DEPARTMENT for approval prior to each repair to be performed detailing:
1. The proposed date of the repair
2. The location of the repair
3. The nature of the repair
4. The materials to be used for the repair
5. The methods to be used for the repair
Page 20 of 35
T---k7 12
2.500"
FASCIA
84.125"
CLEAR
OPENING
Ll
8.375"
SIDE ELEVATION FRONT ELEVATION
143.500"WALL O.D.
33,250"
TYP.(4) . ..............................
2.500" I
TYP. I I 25.250"
j I TYP.(4)
QUANTITY(1)SHELTER THUS j 57
JJT-r i '- WALL
BENCH&BACKREST I O.D.
SPECIFICATIONS: 1.500
-DARK BRONZE ANODIZED ALUMINUM STRUCTURE TYP. I
-1/4"CLEAR TEMPERED SAFETY GLASS I I
-PARTIAL LENGTH BLACK HDPE BENCH WITH BACKREST
-COLONIAL RED DUTCH HIP ROOF WITH FASCIA/GUTTER SYSTEM 138.500"OPEN
BRASCO INTERNATIONAL, INC. PLAN VIEW
32400 INDUSTRIAL DRIVE
MADISON HEIGHTS, MICHIGAN 48071
1-800-893-3665 WWW.BRASCO.COM
THIS DRAWING IS CONFIDENTIAL AND IS FOR THE SOLE USE OF ENGINEER: HAUS
OUR CUSTOMERS AND MAY NOT BE REPRODUCED OR COPIED CUSTOMER: BRASCO DATE: 7-25-16
WITHOUT WRITTEN PERMISSION FROM BRASCO INTERNATIONAL. PROJECT: CHECKER: SJT
SLIMLINE STYLE DUTCH HIP TRANSIT SHELTER
LEAD TIME BEGINS UPON RECEIPT OF SIGNED APPROVAL. DATE: 8-3-16
SIGNED: DATE: MODEL: SLIMLINE SERIES#SL512-OF JOB # 4644A SHEET #: 4644A-1
CONTRACT PLANS COMPONENTS ,STATE OF FLORIDA
ROADWAY PLANS SIGNALIZATION PLANS ,DEPARTMENT OF TR-INSPORTATIION
LANDSCAPE PLANS
PExsxou whir ,us
CONTRACT
Cvpv PLANS
j�A y�T� era crrr wcusrrNE
INDEX OF ROADWAY PLANS FINANCIAL PROJECT dIDJI 4295L75-2-52-01 axaErK„
SHEET NO. SHEET DESCRIPTION
1 KEY SHEET BROWARD COUNTY (86010) NEW Poxr xrc„Er Nr�aooaNE
2 SIGNATURE SHEET sr PE,Exsxuxc (�.q+
3-4 SUMMARY OF PAY ITEMS STATE ROAD NO. 5 (US-])
5 TYPICAL SECTION eaeauie'iox PrExcE
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6 TYPICAL SECT/ON DETAILS
WESrPetAl
7-8 PROJECT LAYOUT rvxs �A011
9 GENERAL NOTES ,u w TO LAUDERDALE w w uaP� o
ry LAKES ry o
10-26 ROADWAY PLAN ¢Iz / ¢ END PROJECT uw orxouE ry
27-33 TEMPORARY TRAFFIC CONTROL PLANSI MP ]0,330
N P
SO-1-50-11 SUMMARY OF QUANTITIES 11 I - �~ in
CTL-1*-CTL-5- PROJECT CONTROL ° er,
T-49-5
rc
7-50 S
r This sheet is included on the Index of Roadway Plans J T-50-S O
only to indicate that is part of the Roadway Plans. 41` °
This sheet Is contained In a separate digitally TO WESTON
signed and sealed document. w
TO DAVIE
1" s
_ T-50-S � k"� T-50-5 �
T-51-S-5 T-51-5 N,T.S
BE G PROJECT u
CONSTRUCTABILITY MP D.000IN
SUBMITTAL ROADWAY PLANS w
j ENGINEER OF RECORD: W
IEANNEL/A LIU, P.E. NO.;57565
5 - - CALTRAN ENGINEERING GROUP
-- y c„ 790 NW 107TH AVE,SUITE 200
--- MIAMI,FLORIDA 33172 w
(786)456.7700
GOVERNING DESIGN STANDARDS: CONTRACT NO.:C-9U24 h
z TO MIAMI VENDOR NO.:27-4564005 F
Florida Department of Transportation,FY 2018-19 Standards Plans for Road and CERTIFICATE OF AUTHORIZATION NO:29379 o
Bridge Construction and applicable Interim Revisions(/Rs).
Standad Plans for Road Construction and associated His are available at the
FDOT PROJECT MANAGER: W
following website:http://www.fdot.gov/design/standardp/ans HELEN JAMES,P.E.
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GOVERNING STANDARD SPECIFICATIONS: w
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Florida Department of Transportation,July 2078 Standard Specifications �
for Road and Bridge Construction at the following website: CONSTRUCTION FISCAL SHEET
http://www.fdot.gov/programmanagement/Implemented/SpecBooks CONTRACT NO. YEAR NO.
19 1
e/-Pr 1110I 018 1-05 PN W:�e\P.P/E[1s\0195r5I510i�wEwaY�xEY5x002Apn
GENERAL NOTES
1. GENERAL:
BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD 88).
2. THE LOCATION(S)OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY.
3. CONTRACTOR SHALL OBTAIN GUIDANCE AT PRECONSTRUCTION MEETING WITH RESPECT TO COORDINATION WITH MAINTAINING AGENCIES:BROWARD COUNTY TRANSIT DIVISION(BCT),CITY OF FORT LAUDERDALE,CITY OF HALLANDALE
BEACH,CITY OF DANIA BEACH,AND CITY OF HOLLYWOOD FOR TEMPORARY RELOCATION OF BUS STOPS DURING CONSTRUCTION AND SHALL PROVIDE ACCESS TO AND FROM ALL BUS STOP LOCATIONS,ADDITIONALLY,COORDINATION
WITH MAINTAINING AGENCIES FOR DELIVERY OF SALVAGEABLE MATERIAL IS REQUIRED.
BROWARD COUNTY TRANSIT DIVISION ARETHIA DOUGLAS (954)357-8375
CITY OF DANIA BEACH BRAD KA/NE (954)924-6808
CITY OF FORT LAUDERDALE KAREN WARFEL (954)828-3798
CITY OF HALLANDALE BEACH ERIC HOUSTON (954)457-2224
CITY OF HOLLYWOOD CLARISSA IP (954)921-3915
4. UTILITY OWNERS:
COMPANY CONTACT TELEPHONE
STROME NETWORKS KRISTIN ZAKY (561)757- 1442
ADVANCED CABLE COMMUNICATIONS DIEGO PEREZ (954)752-7244 x230
AMERICAN TRAFFIC SOLUTIONS SANTIAGO MARTINEZ (480)596-4595
AT&T NANCY SPENCE (770)918-5424
AT&T1 DISTRIBUTION OTIS KEEVE (954)723-2540
BROWARD COUNTY PORT EVERGLADES DEPT JOHN FOGLESONG (954)468-0142
BROWARD COUNTY TRAFFIC ENGINEERING ROBERT BLOUNT (954)847-2745
BROWARD COUNTY WATER AND WASTEWATER SERVICES EVA FLORIAN (954)831 -0916
BUCKEYE PIPELINE CO. DANIEL MANGUM (832)541 -3946 ¢
CENTURYLINK(FORMERLY QWEST COMMUNICATIONS) GEORGE MCELVAIN (303)992-9931
CITY OF DANIA BEACH DRAINAGE DOMINIC ORLANDO (954)924-3740 0
CITY OF DANIA BEACH SEWER DOMINIC ORLANDO (954)924-3740 c
CITY OF DANIA BEACH WATER DOMINIC ORLANDO (954)924-3740
CITY OF FT LAUDERDALE JON STAHL (954)828-7830
CITY OF HALLANDALE BEACH MARIANA PITIRICIU (954)457-3042 'd
CITY OF HOLLYWOOD PUBLIC UTILITIES DEPT GREG JEFFRIES (561)314-4445
CITY OF HOLLYWOOD, PUBLIC WORKS DEPT GREG JEFFRIES (561)791 -9280
CITY OF SUNRISE GAS ROBERT DUBIN (954)572-2299 m
CITY OF SUNRISE WATER&WASTEWATER DEPT PAT KOHLER (954)572-2299
COMCAST CABLE LEONARD MAXWELL-NEWBOLD (954)447-8405
CROWN CASTLE FIBERDIG TEAM FIBERDIG TEAM(TBD)
CROWN CASTLE NG FIBERDIG TEAM (408)954- 1580 x448
DADE COUNTY PUBLIC WORKS AND TRAFFIC OCTAVIO VIDAL (305)472-0891 x201
FDOT7ELAND ENGINEERING CHRIS BEAUDRY (954)847- 1996
FIBERLIGHT LLC. TROY GAETA (678)824-6630
FLORIDA DEPARTMENT OF TRANSPORTATION CAROLYN LEACH (954)847-2690 a
FLORIDA GAS TRANSMISSION JOSEPH E.SANCHEZ (407)838-7171 a
FLORIDA POWER&LIGHT--BROWARD MARIO ESCALONA (305)219-9143 w
FLORIDA POWER&LIGHT--DADE MARIO ESCALONA (305)219-9143
FPL FIBERNET LLC DANNY HASKETT (305)552-2931
HOTWIRE COMMUNICATIONS WALTER SANCHO DAVILA (954)417-3606
LEVEL 3 COMMUNICATIONS NETWORK RELATIONS (877)366-8344 x2
MCI DEAN BOYERS (972)729-6322
MfAMI-DADE WATER&SEWER SERGIO GARCIA (786)268-5320
SPRINT NEXTEL MARK CALDWELL (321)287-9942
TECO PEOPLES GAS SOUTH FLORIDA YVONNE GOLDMAN (954)453-0824
TOWN OF DAVIE-UTILITIES DEPT LARRY DOUGHTY (954)327-3744
0
5. CONSTRUCT ALL BUS LANDING PADS AND BUS SHELTER PADS WITH A 1.5%CROSS SLOPE. o
0
6. BUS SHELTERS AND AMENITIES ARE ALL PROPRIETARY PRODUCTS.CONTRACTOR MUST ORDER CITY SPECIFIED PRODUCTS.SEE SUMMARY OF QUANTITIES FOR SPECIFIC ORDERING INFORMATION. w
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REVISIONS 1EANNELIA LN,P.E. STATE OF FLORIDA SHEET
DATE DESCRIPTION DATE DESCRIPTION P.E.LICENSE NUMBER 57565 DEPARTMENT OF TRANSPORTATION NO.
CALTRAN ENGINEERING GROUP,INC. Rogo No. couNrr FINANCIAL PROJECT ID 790 NW 107 AVENUE,SUITE 200 GENER-3L NOTES
MIAMI,FLDRIDA,33172 SR 5 BROWARD 429575-2-52-01 9
CERTIFICATE OF AUTHORIZATION 29379
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DATE DESCRIPTIONDAZE-]_ DESCRIPTION P.E.L- .-SE NUMBER 57565 DEPARTMENT OF TRANSPORTATTON NO.
790CAL N N ENGINEERING GROUP,INC. ROAD NO. COUNTY FINANCIAL PROJECT 10 ROADWAY PLAN
790 NW 707 AVENUE.SUITE Z00
MIAMI,FLORIDA,33172 SR 5 BROWARD 1 429575-2-52-01 18
CERTIFICATE OF AUTHORIZATION 29379
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EXIST.PULL BOX TO BE REPLACED TO REMAIN a
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REVISIONS IIEANNELIA IIII P.E. STATE OF FLORIDA SHEET
DATE DESCRIPTION I DATE I DESCRIPTION p,E.LICENSE NUMBER 57565 DEPARTMENT OF TRANSPORTATION NO,
N ENGINEERING GROUP,INC.790 NWRA CAL 107 AVENUE,SUITE ROAD NO. COUNTY FINANCIAL PROJECT ID ROA DWAY.PLAN
MIAMI,FLORIDA,33172 SR 5 1 BROWARD 429575-2-52-01 19
CERTIFICATE OF AUTHORIZATION 29379
reJa-p[ 4/)0/2018 10:E-AM W.\e\PIIJ,Its\42957525201\14atlwaY\PLANROOIO.G9n
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REVISIONS JEANNELIA LIU,P.E. STATE OF FLORIDA
DATE DESCRIPTION E DESCRIPTION P.E.LICENSE NUMBER 57565 nn / q p� SHEET
ROAD DE PAR O COUNTY
TRANSPO FINANCIALOOIECi ID RQAq/WA Y pL�gl r
790 N N ENGINEERING GROUP,INC. NO.
790 NW]07 AVENUE,SUITE I00
MIAMI,FLORIDA,33172 SR 5 BROWARD 429575-2-52-07 20
CERTIFICATE OF AUTHORIZATION 29379
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REVISIONS IEANNELIA LIU,P.E. STATE OF FLORIDA
DATE DESCRIPTION DATE DESCRIPTION P.E.LICENSE NUMBER 57565 SHEET
DEPARTMENT OF TRANSPORTATION NO.
N ENGINEERING GROUP,INC.
790 NW 107 AVENUE,SUITE 200 ROAD NO. COUNTY FINANCIAL PROJECT ID ROAD WAY PL"
790 NW
MIAMI,FLORIDA,33172 SR 5 BROWARD 429575-2-52-07 22
CERTIFICATE OF AUTHORIZATION 29379
.eia-a 41mJzoI9 meess aM w.�e� oleo s�azsnszszalvoaawar�PueR�mJ.oy�
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SHEET NO. SHEET DESCRIPTION 1. 110-1 INCLUDES THE COST OF TREE REMOVAL AND TREE GRATES PAY ITEM ALSO
INCLUDES COORDINATION AND TRANSPORTATION OF TREE GRATES WITH THE
SO-1 SUMMARY OF LUMP SUM ITEMS RESPECTIVE MAINTAINING AGENCY.
50-2 SUMMARY OF GENERAL ITEMS
50-3 SUMMARY OF TRAFFIC CONTROL PLAN ITEMS AND PEDESTRIAN LONGITUDINAL CHANNELING DEVICE 2. 110-1-1 INCLUDES REMOVAL OF BUS STOP SIGNS, BENCHES AND TRASH RECEPTACLES.
SO-4 BUS SHELTER AND AMENITIES - ORDERING INFORMATION
50-5 SUMMARY OF LITTER REMOVAL AND MOWING 3. 520-1-10 INCLUDES COST OF CURB BASE.
SO-6 SUMMARY OF CLEARING AND GRUBBING 6 REMOVAL ITEMS
50-7 SUMMARY OF EARTHWORK AND PAVEMENT
50-B SUMMARY OF UTILITY ADJUSTMENTS AND CURB 6 GUTTER AND/OR TRAFFIC SEPARATORS 4. 522-4 SEE MANUFACTURER SPECIFICATION FOR 12' REINFORCED CONCRETE
BUS SHELTER PAD CORRESPONDING TO THE BUS SHELTER TYPE FOR
50-9 SUMMARY OF SIDEWALK 6 DETECTABLE WARNINGS EACH LOCATION.
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SO-10 SUMMARY OF PERFORMANCE TURF AND SIGNING 6 PAVEMENT MARKINGS TABULATION OF QUANTITIES z
50-11 SIGNING 6 PAVEMENT MARKINGS TABULATION OF QUANTITIES 5. 751-35-11 SEE ORDERING INFORMATION AFTER THE SUMMARY OF GENERAL ITEMS
50-11 LIGHTING TABULATION OF QUANTITIES 751-35-12 TABLE FOR SPECIFIC BUS SHELTERS. PAY ITEM ALSO INCLUDES
COORDINATION OF TRANSPORTATION AND DELIVERING EXISTING BUS
STOP AND ITS COMPONENTS WITH THE RESPECTIVE MAINTAINING
AGENCY. PAY ITEM ALSO INCLUDES THE INSTALLATION OFF ALL
ELECTRICAL ROUNDING ELEMENTS AND PULL BOX FOR EACH BUS SHELTER.
u
6. 751-37 SEE ORDERING INFORMATION AFTER THE SUMMARY OF GENERAL
ITEMS TABLE FOR SPECIFIC TRASH RECEPTACLE FOR EACH LOCATION.
7. 757-38-11 SEE ORDERING INFORMATION AFTER THE SUMMARY OF GENERAL
751-38-14 ITEMS TABLE FOR SPECIFIC BUS BENCH FOR EACH LOCATION. o
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SUMMARY OF LUMP SUM ITEMS
V
PAY ITEM QUANTITY DESIGN CONSTRUCTION
NO. PAY ITEM DESCRIPTION P F NOTES REMARKS
0101-1 MOBILIZATION 1
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REVISIONS 1EANNELIA LIU,P.E. STATE OF FLORIDA SHEET
DATE DESCRIPTION DATE DESCRIPTION
P.E.LICENSE NUMBEfl 57565 DEPARTMENT OF TRANSPORTATION NO.
CAL790 NW 107 AVENUE,SUITE 100 N ENGINEERING GROUP,INC. ROAD NO. COUNTrOF QUANTITIESFINANCIAL PROJECT ID S UMJL4RY QUANTITIES
NW
MIAMI,FLORIDA,33172 SR 5 BR—AR. 429575-2-51-01 SQ-1
CERTIFICATE OF AUTHORIZATION 29379
rela-pe 4J 1-8 III:5I PM W.\e�Pro]ectSW MS�SZSIOI\roa0way\SUMORDOI.DGN
SUMMARY OF GENERAL ITEMS
PAY ITEM LOCATION QUANTITY TOTAL DESIGN CONSTRUCTION
NO. PAY ITEM DESCRIPTION STA. TO STA. SIDE UNIT P I F P F NOTES REMARKS
0751 35 11 BUS SHELTER, F&I, UP TO 50 SF 1
220+57.77 TO 220+82.83 RT EA 7 SL D/ BUS SHELTER 7
0751 35 12 ARCHITECTURAL, BUS SHELTER, F&I, 50-100 SF 20
443+88.88 TO 444+02.88 RT EA 1 SL A/ BUS SHELTER 1
23+36.29 TO 23+59.29 RT EA 1 BL B / BUS SHELTER 2
44+95.82 TO 45+20,82 LT EA 1 BL B / BUS SHELTER 3
115+96.78 TO 115+67.09 LT EA 3 BL C / BUS SHELTER 4
5+46.02 TO 6+34.83 LT EA 3 BL C / BUS SHELTER 5
177+53.89 TO 177+78.89 RT EA I BL C / BUS SHELTER 6
226+61.81 TO 226+86.81 LT EA I BL D / BUS SHELTER 6
247+47.02 TO 247+72.02 IT EA 1 BL D / BUS SHELTER 9
248+80.08 TO 249+20.08 RT EA 1 BL D / BUS SHELTER 10
266+49.86 TO 266+89.81 RT EA I BL D / BUS SHELTER 11
288+92.10 TO 289+32.08 RT EA 1 BL D / BUS SHELTER 12
295+29.09 TO 295+54.09 RT EA ] BL D / BUS SHELTER 13
428+67.25 TO 429+05.05 RT EA 1 BL E / BUS SHELTER 14
131+18.15 TO 132+43.18 LT EA I BL E / BUS SHELTER 15
134+82.00 TO 135+20.00 RT EA 1 BL E / BUS SHELTER 16
145+11.44 TO 145+36.44 RT EA I BL D/ BUS SHELTER 17
0751 37 TRASH RECEPTACLE 14 u
116+34.44 LT EA 1 BL C/ BUS SHELTER 4
5+90.50 LT EA I BL C/ BUS SHELTER 5
177+66.39 RT EA 7 BL C/ BUS SHELTER 6
220+70.61 RT EA 1 BL D/ BUS SHELTER 7 z
226+74.31 LT EA 1 BL D / BUS SHELTER 8 0
247,59.50 LT EA 1 BL D / BUS SHELTER 9 Q
249+00.08 RT EA 1 BL D / BUS SHELTER 10 'w^
266+69.80 RT EA I BL D / BUS SHELTER 11
289+12.09 RT EA I BL D / BUS SHELTER 12 0
295+41.59 RT EA I BL D / BUS SHELTER 13 u
428+86.15 RT EA 1 BL E / BUS SHELTER 14
131+30.68 LT EA 1 BL E / BUS SHELTER 15
a
135+01.00 RT EA 1 BL E / BUS SHELTER 76
145+23.94 RT EA 7 BL E / BUS SHELTER 17 0
0751 38 11 BENCH, F&I, ALUMINUM 14
443+95.88 RT EA I BL A/ BUS SHELTER 1
23+46.28 RT EA I BL B / BUS SHELTER 2
L
45+08.35 LT EA 7 BL B / BUS SHELTER 3
220+70.61 RT EA I BL D / BUS SHELTER 7 t
226+74.31 LT EA I BL D/ BUS SHELTER 8
247.59.50 LT EA 7 BL D / BUS SHELTER 9
249+00.08 RT EA 1 BL D / BUS SHELTER 10
266+69.80 RT EA I BL D / BUS SHELTER 11
289+12.09 RT EA 7 BL D / BUS SHELTER 12 i
295+41.59 RT EA I BL D / BUS SHELTER 13
428+86.15 RT EA I BL E / BUS SHELTER 14
131+30.68 LT EA I BL E / BUS SHELTER 15 0
135+02.00 RT EA 1 BL E / BUS SHELTER 16 0
145+23.94 RT EA 1 BL E / BUS SHELTER 17
0751 38 14 BENCH, F&I, STEEL 3
1167 4.44 LT ILI
BL C / BUS SHELTER 4
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5+90.50 LT BL C / BUS SHELTER 5
177+66.39 RT BL C/ BUS SHELTER 6 0
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REVISIONS WANNELIA L1U,P.E. STATE OF FLORIDA SHEET
DATE DESCRIPTION I DATE DESCRIPTION P.E.LICENSE NUMBER 57565 DEPARTMENT OF TRANSPORTATION NO.
N ENGINEERING GROUP,INC.
790 NW 107 AVENUE,SUITE 200
ROAD NO. COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES790 NW
MIAMI,FLORIDA,33172 SR 5 BROWARD 429575-2-52-01 SQ-2
CERTIFICATE OF AUTHORIZATION 29379
eja-pc 411012018 10.36,37 AM W.\e\ Ijlltl\42 57525201",IdG ay\SUMORDOI.DGN
BUS SHELTERS AND AMENITIES - ORDERING INFORMATION
FE
STATION DESCRIPTION MODEL COLOR MANUFACTURER PRODUCT SPECIFICATION
LOCATION NUMBER
443+95.88 5' BUS SHELTER ECLIPSE - ARCHED SILVER BRASCO INT. ECO512-AR-AL-125
443+95.88 BUS BENCH ECLIPSE BENCH SILVER BRASCO INT. EC-BE-6-2S
23+46.28 5' BUS SHELTER ECLIPSE - ARCHED SILVER BRASCO INT. ECO512-AR-AL-125
23+46.28 BUS BENCH ECLIPSE BENCH SILVER BRASCO INT. EC-BE-6-2S
45+08.35 5' BUS SHELTER ECLIPSE - ARCHED SILVER BRASCO INT. ECO512-AR-AL-125
45+08.35 BUS BENCH ECLIPSE BENCH SILVER BRASCO INT. EC-BE-6-2S
4 116+34.44 7' BUS SHELTER KALEIDOSCOPE BLACK LANDSCAPE FORMS G090742CD
116+34.44 BUS BENCH PRESIDIO BENCH BLACK LANDSCAPE FORMS
116+34.44 TRASH RECEPTACLE CHASE PARK LITTER RECEPTABLE BLACK LANDSCAPE FORMS
116+34.44 SHELTER WALL WIND WALL BLACK LANDSCAPE FORMS
5 5+90.50 7' BUS SHELTER KALEIDOSCOPE BLACK LANDSCAPE FORMS G090742CD
5+90.50 BUS BENCH PRESIDIO BENCH BLACK LANDSCAPE FORMS
5+90.50 TRASH RECEPTACLE CHASE PARK LITTER RECEPTABLE BLACK LANDSCAPE FORMS
5+90.50 SHELTER WALL WIND WALL BLACK LANDSCAPE FORMS a
6 177+66.39 5' BUS SHELTER KALEIDOSCOPE BLACK LANDSCAPE FORMS G090742CD
177+66.39 BUS BENCH PRESIDIO BENCH BLACK LANDSCAPE FORMS
177+66.39 TRASH RECEPTACLE CHASE PARK LITTER RECEPTABLE BLACK LANDSCAPE FORMS
177+66.39 SHELTER WALL WIND WALL BLACK LANDSCAPE FORMS
7 220+70.61 4,25' BUS SHELTER SLIMLINE STYLE - DUTCH HIP ROOF RED AND DARK BRONZE BRASCO INT. SERIES #SL-01-12-OF-FI4-GC-DH-6
220+70,61 BUS BENCH BLACK HOPE BENCH WITH BACKREST DARK BRONZE BRASCO INT. -'
220+70.61 TRASH RECEPTACLE STREETSCAPE 35G BRASCO INT.
8 226+74.31 4.75' BUS SHELTER SLIMLINE STYLE - DUTCH HIP ROOF RED AND DARK BRONZE BRASCO INT. SERIES#SL512-OF
226+74.37 BUS BENCH BLACK HOPE BENCH WITH BACKREST DARK BRONZE BRASCO INT.
226+74.31 TRASH RECEPTACLE STREETSCAPE 35G DARK BRONZE BRASCO IAT. z
9 247.59.50 4.75' BUS SHELTER SLIMLINE STYLE - DUTCH HIP ROOF RED AND DARK BRONZE BRASCO INT. SERIES#SL512-OF a
247.59.50 BUS BENCH BLACK HOPE BENCH WITH BACKREST DARK BRONZE BRASCO INT.
247.59.50 TRASH RECEPTACLE STREETSCAPE 35G DARK BRONZE BRASCO INT.
10 249+00.08 4.75' BUS SHELTER SLIMLINE STYLE - DUTCH HIP ROOF RED AND DARK BRONZE BRASCO INT. SERIES#SL512-OF
249+00.06 BUS BENCH BLACK HOPE BENCH WITH BACKREST DARK BRONZE BRASCO INT. o
249+00.08 TRASH RECEPTACLE STREETSCAPE 35G DARK BRONZE BRASCO INT. z
11 266+69.80 4.75' BUS SHELTER SLIMLINE STYLE - DUTCH HIP ROOF RED AND DARK BRONZE BRASCO INT. SERIES #SL512-OF
266+69.80 BUS BENCH BLACK HOPE BENCH WITH BACKREST DARK BRONZE BRASCO INT.
266+69.80 TRASH RECEPTACLE STREETSCAPE 35G DARK BRONZE BRASCO INT.
12 289+12.09 4,75' BUS SHELTER SLIMLINE STYLE - DUTCH HIP ROOF RED AND DARK BRONZE BRASCO INT. SERIES#SL512-OF
289+12.09 BUS BENCH BLACK HOPE BENCH WITH BACKREST DARK BRONZE BRASCO INT. `p
289+12.09 TRASH RECEPTACLE STREETSCAPE 35G DARK BRONZE BRASCO INT.
13 295+41.59 4.75' BUS SHELTER SLIMLINE STYLE - DUTCH HIP ROOF RED AND DARK BRONZE BRASCO INT. SERIES OSL512-OF
295+41.59 BUS BENCH BLACK HOPE BENCH WITH BACKREST DARK BRONZE BRASCO INT.
295+41.59 TRASH RECEPTACLE STREETSCAPE 35G DARK BRONZE BRASCO INT. '6
14 428+86.15 7' BUS SHELTER INTERLUDE GRAY BRASCO INT. t
428+86.15 BUS BENCH INTERLUDE BENCH GRAY BRASCO INT. w
428+86.15 TRASH RECEPTACLE STREETSCAPE 35G GRAY BRASCO INT.
15 131+30.68 5' BUS SHELTER INTERLUDE GRAY BRASCO INT.
131+30.68 BUS BENCH INTERLUDE BENCH GRAY BRASCO INT.
131+30.68 TRASH RECEPTACLE STREETSCAPE 35G GRAY BRASCO INT.
16 135+02.00 5' BUS SHELTER INTERLUDE GRAY BRASCO IAT. i
135+02.00 BUS BENCH INTERLUDE BENCH GRAY BRASCO INT.
135+02.00 TRASH RECEPTACLE STREETSCAPE 35G GRAY BRASCO INT.
17 145+23.94 5' BUS SHELTER INTERLUDE GRAY BRASCO INT.
0
145+23.94 BUS BENCH INTERLUDE BENCH GRAY BRASCO INT. a
145+23.94 TRASH RECEPTACLE STREETSCAPE 35G GRAY BRASCO INT.
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REVISIONS IEANNELIA LIU,P.E.
GATE DE RIP E DESCRIPTION STATE
OF FLORIDA HEET
P.E.LICENSE NUMBER 57565 PEPART"AIT OF TRANSPORTATION S
NO.
CALNI 707 AVENUE,SUITE 200 N ENGINEERING GROUP,INC.
790 NW ROAD NO. COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES790
MIAMI,FLORIDA,33172 SR 5 1 BRO.RD 429575-1-52-07 SQ-4
CERTIFICATE OF AUTHORIZATION 29379
r¢ja-p¢ A/ID/- 10-37 AM W:\e\Proje¢!s\91951525101\roa0way\SUHORDOI,OGN
SUMMARY OF LITTER REMOVAL AND MOWING
>- LITTER REMOVAL
U�
CONST. LOCATION w 0107 1 DESIGN CONSTRUCTION
PHASE SIDE ¢�o 0 o AREA AREA NOTES REMARKS
STA. TO STA. o` � ID L W CYCLES qC/ TOTAL (AC)
LL CYCLE P I F
1 443+70.34 TO 444+15.32 AT 365 30 16957 12 0.022 0.264 BL A / BUS SHELTER 1
23+06.28 TO 23+66.27 AT 365 30 76962 12 0.020 0.240 BL B / BUS SHELTER 2
44+85.82 TO 45+30.82 LT 365 30 16975 12 0.010 0.120 BL B / BUS SHELTER 3
]14+26.50 TO 116+98.05 LT 365 1 30 17033 12 0.430 5.160 BL C / BUS SHELTER 4
3+50.09 TO 6+40.80 AT 355 30 16980 12 0.194 2.328 BL C ( BUS SHELTER 5
5+05,14 TO 7+08,56 LT 365 30 16985 12 0,097 1.164
6+67.28 TO 7+33.32 AT 365 30 17019 12 0.018 0,216
7+06.42 TO 7+34.26 LT / AT 365 30 17028 12 0.007 0,084
177+43.89 TO 177+88.89 AT 365 30 17044 121 0.011 0.132 BL C / BUS SHELTER 6
220+47.83 TO 220+92.83 AT 365 30 17045 12 0.009 0.108 BL O / BUS SHELTER 7
226+34.81 TO 227+88.35 LT 365 30 17234 12 0,054 0.648 BL D / BUS SHELTER 8
247+37.01 TO 247+82.03 LT 365 30 26930 12 0.014 0.168 JBL D / BUS SHELTER 9
248+70.08 TO 249+30.98 AT 365 30 17056 72 0.014 0.168 JBL D / BUS SHELTER 10
266+39.96 TO 266+99.81 AT 365 30 17063 12 0.014 0.168 JBL D / BUS SHELTER 11 z
268+82.10 TO 289+42.08 AT 355 30 17068 12 0.619 0.228 JBL D ( BUS SHELTER 12 w
293+44.91 TO 293+76.73 LT 365 30 17073 12 0.013 0.156 BL D / BUS SHELTER 13
293+46.38 TO 293+80,55 AT 365 30 17094 12 0.016 0.192
0
294+76.73 TO 294+43.72 LT 365 30 17104 12 0.072 0.144
294+28,78 TO 294+79.76 AT 365 30 17084 12 0.010 0.120 °w
295+19,09 TO 295+64.09 AT 365 30 170B9 12 0.011 0.132
428+47,98 TO 429+14.39 AT 365 30 17106 12 0.079 0.948 BL E / BUS SHELTER 14
731+54,10 TO 132+54.31 LT 365 30 14107 12 0.039 0.468 BL E / BUS SHELTER 15
134+82.00 TO 135+20.00 AT 365 30 19696 12 0.001 0.024 BL E / BUS SHELTER 16
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145+07,44 TO 745+46.44 AT 365 30 17708 12 0.009 0.108 BL E / BUS SHELTER 77 0
SUB-TOTAL: 13.488
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TOTAL: 13.49
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REVISIONS WANNELIA LIII P.E. STATE OF FLORIDA SHEET
DATE DESCRIPTION DATE I DESCRIPTION AE.LICENSE NUMBER 57565 DEPARTMENT OF TRAN.SPORTA TION NO.
N ENGINEERING GROUP,INC.790'_ ROAD NO. COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES790 NW]07 AVENUE,SUITE 200
MIAMI,FLORIDA,33172 SR 5 BROWARD 429575-1-52-D1 SQ_5
CERTIFICATE OF AUTHORIZATION 29379
eja-0[ 411077018 1--AM W\e\ d/e[!s\42957515I01\1oadway\5UMOROOI.OGN
SUMMARY OF CLEARING AND GRUBBING & REMOVAL ITEMS
=PAY ITEM PAY ITEM DESCRIPTION LOCATION SIDE AREA SECONDARY UNITS
tD O UNITS (IF LUMP SUM) QUANTITY TOTAL DESIGN CONSTRUCTION
N0. ID z NOTES REMARKS
STA. TO STA. -LL'i AREA (AC) F P F
0110 1 1 CLEARING AND GRUBBING 443+80.32 TO 444+05.32 RT 19786 LS 0.010 1 TOTAL AREA: 0.336 AC BUS SHELTER 1
23+16.27 TO 23+56.27 RT 14987 0.010 BL B / BUS SHELTER 2
44+95.85 TO 45+20.82 LT 20301 0.004 BL B / BUS SHELTER 3
115+59.46 TO 116+96.71 LT 15062 0.040 BL C / BUS SHELTER 4
116+66.36 TO 116+81.19 LT 14832 0.020
117+11.34 TO 117+12.23 LT 14823 0.001
5+04.83 TO 6+91.89 LT 14856 0.051 P BL C / BUS SHELTER 5
6+46.63 TO 6+90.932 LT 15086 0.013
177+53.89 TO 177+78.89 RT 15096 0,005 BL C / BUS SHELTER 6
220+57.83 TO 220+89.44 RT 75442 0,010 BL D/ BUS SHELTER 7
226+34.80 TO 227+78.35 Li 15124 0.050 BL D / BUS SHELTER 8
247+47.01 TO 247+72.01 LT 15125 0.005 BL D / BUS SHELTER 9
248+90.07 TO 249+20.08 RT 15126 0.008 BL D / BUS SHELTER 10
266+49.81 TO 266+79.81 RT 14882 0.008 BL D / BUS SHELTER 77
288+83.53 TO 289+32.09 RT 14921 0.010 BL D / BUS SHELTER 12
293+44.91 TO 293+77.37 LT 15456 0.010 SL D/ BUS SHELTER 13
293+46.38 TO 293+77.61 RT 15444 0.011
294+18.16 TO 294+43.72 LT 15144 0.008
294+28.74 TO 294.49.74 RT 15467 0.005 rc
428+58.11 TO 429+14.39 RT 15438 0.026 BL E / BUS SHELTER 14
132+18.78 TO 731+44.24 LT 15440 0.004 BL E / BUS SHELTER 15 i
131+64.11 TO 131+44.24 LT 15439 0.023 0
134+82.00 TO 135+20.00 RT 15441 0.006 BL E / BUS SHELTER 16
145+11.44 TO 145+36.44 RT 20089 0.004 BL E / BUS SHELTER 17
0110 4 10 REMOVAL OF EXISTING CONCRETE 443+80.32 TO 444+05.32 RT 14807 SY 19 980 BL A/ BUS SHELTER 1 §
23+16.27 TO 23+56.27 FIT 14816 23 BL B / BUS SHELTER 2 0
44+95.65 TO 45+20.82 LT 20301 21 BL B / BUS SHELTER 3
115+59.46 TO 116+96.71 LT 24766 44 BL C / BUS SHELTER 4
116+66.36 TO 116+81.19 LT 14832 9
117+17.34 TO 117+11.23 LT 14813 3
5+04.63 TO 6+91.88 LT 14856 245 BL C / BUS SHELTER 5 0
177+53.89 TO 177+78.89 RT 14867 14 BL C/ BUS SHELTER 6
220+57.83 TO 220+69.44 RT 14873 17 NBL D / BUS SHELTER 7
226+34.80 TO 227+78.35 LT 1 14880 1 1 115 1 BL D / BUS SHELTER 8
z
247+47.01 TO 247+71.01 LT 14655 24 BL D / BUS SHELTER 9 ¢
248+90.07 TO 249+20.08 RT 20332 37 BL D / BUS SHELTER 10 rw'
266+49.81 TO 266+79.82 RT 14882 22 BL D / BUS SHELTER 11
288+83.53 TO 289+32.09 RT 14887 19 BL D / BUS SHELTER 12
293+44,91 TO 293+77.37 LT 14921 39 BL D / BUS SHELTER 13
293+46.38 TO 293+77.61 RT 14891 45
294+18.16 TO 294+43.72 LT 14909 1 25 i
N
294+28,74 TO 294.49.74 RT 74902 19
428+58.11 TO 429+14.39 RT 24797 127 BL E / BUS SHELTER 14
131+18,18 TO 131+44.24 Li 14922 19 BL E / BUS SHELTER 15 0
131+64.11 TO 132+44.24 LT 14928 54 0
134+82,00 TO 135+20.00 RT 14934 21 BL E / BUS SHELTER 16
145+11.44 TO 245+36.44 RT 20089 19 BL E / BUS SHELTER 17
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REVISIONS JEANNELIA LIU,P.E. STATE OF FLORIDA
DATE D R T N DATE DESCRIPTION SHEET
P.E.LICENSE NUMBER 57565 DEPARTMENT OF TRANSPORTATION
NO.
N ENGINEERING GROUP,INC.790 N ROAD NO. COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES790 NW 107 AVENUE,SUITE 100
MIAMI,FLORIDA,33172 SR 5 BROWARD 429575-2-52-07 SQ-6
CERTIFICATE OF AUTHORIZATION.29379
eja-➢� 4/107- 10:3-AM W:\e\P,Ijells\42957515301\R➢.IYN5UMORO i,D N
SUMMARY OF EARTHWORK
PAY ITEM PAY ITEM DESCRIPTION CY DESIGN CONSTRUCTION
NO. P F NOTES REMARKS
0110 6 EMBANKMENT
US-1 MAINLINE (STA. 428+58.11 TO STA. 429+14.78) 14.80 BL E / BUS SHELTER 14
TOTAL EMBANKMENT 14.80
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SUMMARY OF PAVEMENT o
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PAY ITEM LOCATION AREA �- QUANTITY TOTAL DESIGN CONSTRUCTION u,
PAY ITEM DESCRIPTION SIDE - UNIT
NO. ID Z NOTES REMARKS
STA. TO STA. DESCRIPTION p F P F
z
160 4 TYPE B STABILIZATION 175+59.59 to 116+98.70 LT ]]830 SY 172.6 285 BL C / BUS SHELTER 4 N
6+44.48 to 7+06.36 LT 11832 74.0 BL C / BUS SHELTER 5
131+64.19 to 132+44.33 LT 11837 37.9 BL E / BUS SHELTER 15 ¢
285711 OPTIONAL BASE, BASE GROUP 11 115+59.59 to 116+98.70 LT 11601 SY 172.6 285 BL C/ BUS SHELTER 4
6+44.4B to 7+06.35 LT 11817 74.0 BL C/ 805 SHELTER 5
131+64.19 to 132+44.33 LT 71792 37.9 BL E / BUS SHELTER 15
0327 70 6 MILLING EXIST ASPH PAVT, 1 1/2" AVG DEPTH 3+50.00 TO 7+29.00 LT/ RT 11495 SY 3007.8 4390 BL C/ BUS SHELTER 5
293+48.00 TO 294+60.00 IT/RT 27332 1382.4 BL D / BUS SHELTER 13 0
0334 1 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C 115+59.59 TO 115+98.70 LT 20644 TN 9.49 23.9 BL C / BUS SHELTER 4
6+44.48 TO 7+06.36 LT 12223 12.35 BL C / BUS SHELTER 5
131+64.79 TO 132+44.33 LT 12198 2.06 BL E / BUS SHELTER 15
0337 7 83 ASPHALT CONCRETE FRICTION COURSE, 115+59.59 TO 116+98.70 LT 12610 TN 14.24 385.3 BL C / BUS SHELTER 4
TRAFFIC C, FC-12.5, PG 76-22 3+50+48..00 TO 7+29.00 LT / RT 11385 253.85 BL C / BUS SHELTER 5
29300 TO 294+60.00 LT / RT 27272 114.05 BL D / BUS SHELTER 13
131+64.19 TO 131+44.33 LT 72607 3.12 BL E / BUS SHELTER ]5 h
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REVISIONS JEANNEL/A UU,P.E. STATE OF FLORIDA SHEET
DATE DESCRIPTION DATE DESCRIPTION P.E.LICENSE NUM- 57565 DEPARTMENT OF TRANSPORTATION NO.
CALTRAN ENGINEERING GROUP,INC. SUMMARY
g� T�,�p��tFT�Tp
790 NW 107 AVENUE,SUITE 100 ROAD N0. COUNTY FINANCIAL PROJECT ID iy UMMA Y OF QUANTITIES
1[1 I S
MIAMI,FLORIDA,33172 SR 5 BROWARD 429575-2-52-01 SQ-7
CERTIFICATE OF AUTHORIZATION 29379
reja-pc 9/10/301B 1U:36:38 AM W.\e\arojects\91951525301\roaCwaY\SUMURDO i.D6N
SUMMARY OF UTILITY ADJUSTMENTS
PAY ITEM LOCATION QUANTITY TOTAL DESIGN CONSTRUCTION
NO. PAY ITEM DESCRIPTION STATION SIDE UNIT p F P F NOTES REMARKS
425 6 WATER VALVE ADJUSTMENTS 6+40.39 RT 1.0 6 BL C / BUS SHELTER 5
7+02.77 LT 1.0 BL C / BUS SHELTER 5
226+50.07 LT 1.0 BL D / BUS SHELTER 8
293+72.55 LT 1.0 BL D / BUS SHELTER 13
293+78.14 RT 1.0 BL D
293+78.49 LT 1.0 BL D
WATER METER ADJUSTMENTS 6+84.17 LT 1.0 2 BL C / BUS SHELTER 5
293+76.01 RT 1.0 BL D / BUS SHELTER 13
425 5 MANHOLE ADJUST 3+97.78 LT 1.0 1 CL HARRISON ST / BUS SHELTER 5
6+46.26 LT 1.0 1 CL HARRISON ST / BUS SHELTER 5
a
FIRE HYDRANT ADJUSTMENT 226+49.34 LT 1.0 2 BL D
294+26.32 LT 1.0 BL D
0635 2 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE 23+28.89 RT 1.0 7 BL B / BUS SHELTER 2
116+10.40 LT 1.0 BL C / BUS SHELTER 4
5+42.66 LT 1.0 CL HARRISON ST / BUS SHELTER 5
5+90.99 LT 1.0 CL HARRISON ST / BUS SHELTER 5
6+36.71 LT 1.0 CL HARRISON ST / BUS SHELTER 5
6+84.00 LT 1.0 CL HARRISON ST / BUS SHELTER 5 0
249+17.66 RT 1.0 BL D / BUS SHELTER 10
0
193+60.74 LT 1.0 BL D / BUS SHELTER 73 �
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SUMMARY OF CURB & GUTTER AND/OR TRAFFIC SEPARATORS
W
PAY ITEM pqy ITEM DESCRIPTION LOCATION SIDE AREA`� QUANTITY UNIT TOTAL DESIGN CONSTRUCTION
NO. STA. TO STA. ID GROSS DEDUCTIONS NET LENGTH NOTES REMARKS
t
LENGTH TYPE LENGTH P F P F
w
0520 1 10 CONCRETE CURB b GUTTER, TYPE F 5+04.83 TO 7+04.95 LT LF 205.6 205.6 896 BL C / BUS SHELTER 5
115+59.58 TO 116+96.81 LT 154.5 154.5 BL C / BUS SHELTER 4
115+99.32 TO 116+96.81 LT 134.3 134.3
116+66.36 TO 116+61.19 LT 18.0 18.0
117+09.78 TO 117+10.83 LT 9.5 9.5 vxi
226+34.80 TO 227+78.35 LT 160.0 160.0 BL D / BUS SHELTER 8
x
293+44.9/TO 293+78.73 LT 42.91 42.9 BL D / BUS SHELTER 73 �
293+46.38 TO 293+80,55 RT 33.0133.0 0
294+16.79 TO 294+43.72 LT 36.1 36.1 0
294+28.78 TO 294+49.78 RT 21.0 21.0 w
131+64.19 TO 132+44.31 LT 81.1 81.1 BL E / BUS SHELTER 15
a
0520 2 4 CONCRETE CURB, TYPED 5+73.75 TO 5+81.82 LT 144.9 744.9 309 BL C / BUS SHELTER 5
6+27.73 TO 6+79.36 LT 163.9 763.9
0
w
REVISIONS JEANNELIA LIU,P.E. STATE OF FLORIDA SHEET
ATE DESCRIPTION DATE DESCRIPTIONP.E.LICENSE NUMBER 57565
DEPARTMENT OF TRANSPORTATION NO.
CALTRAN ENGINEERING GROUP,INC. RDAD No. COUNTr FINANCIAL PROJECT ID SUMMARY OF QUANTITIES 790 NW 107 AVENUE,SUITE 200
MIAMI,FLORIOA,33772 SR 5 BROWARD 429575-2-52-01 SQ-8
CERTIFICATE OF AUTHORIZATION 29379
reja-pc w1W.I. 11:3-AM W.\e\Proje[ls\AI951515101\roaOwaY\SUHDRDDI.DGN
SUMMARY OF SIDEWALK & DETECTABLE WARNINGS
CONCRETE SIDEWALK BUS SHELTER PAD - DETECTABLE
LOCATION
AND DRIVEWAYS,
Z 6" THICK CONCRETE WARNINGS
SIDE AREA � � DESIGN CONSTRUCTION
ID w 0522 2 0522 4 0527 2 NOTES REMARKS
STA. TO STA.
SY SY SF
P F P F P F
5+04.83 TO 5+45.08 LT 9109 49.1 BL C / BUS SHELTER 5
5+14.65 TO 5+80.44 LT 9230 52.9
6+29.70 TO 6+78.27 LT 9228 35.3
6+34.83 TO 7+04.95 LT 9259 87.5
23+16.27 TO 23+36.31 RT 9085 17.8 BL B / BUS SHELTER 2
116+62.52 TO 116+94.83 LT 9134 31.3 BL C / BUS SHELTER 4
116+66.36 TO 115+81.19 LT 9232 7.7
117+14.06 TO 117+18.48 LT 24667 1.8
226+36.81 TO 227+78.35 LT 9155 180.1 BL D / BUS SHELTER 8
293+44.91 TO 293+77.37 LT 9215 36-7 BL D / BUS SHELTER 13
U
293+46.38 TO 293+77.61 RT 9775 43.4 a
294+18,16 TO 294+43,72 LT 9217 30A
294+28.76 TO 294+49.78 RT 9799 18.3
443+80.34 TO 444+05.32 RT 9246 30.5 BL A/ BUS SHELTER 1
131+64.19 TO 131+44.31 LT 9210 51.7 BL E / BUS SHELTER 15
5+46.02 TO 6+34.83 LT 9563 325.5 BL C / BUS SHELTER 5
23+36.29 TO 23+56.29 RT 21175 93.0 BL B / BUS SHELTER 2
44+95.82 TO 45+20.82 LT 21176 63.3 BL B / BUS SHELTER 3
220+57.77 TO 220+82.83 RT 21277 73.5 BL D / BUS SHELTER 7
226+61.81 TO 226+86,81 LT 21778 74.1 JBL D / BUS SHELTER 8 0
247+47.02 TO 247+72,02 LT 9480 71.1 BL D / BUS SHELTER 9
0
248+80.08 TO 149+20.08 RT 27779 773.7 BL D / BUS SHELTER 10
266+49.86 TO 266+89.81 RT 21780 772.2 BL D / BUS SHELTER ]]
288+92.10 TO 289+32.08 RT 21181 125.1 BL D / BUS SHELTER 12
295+29.09 TO 295+54.09 RT 27782 71.4 BL D / BUS SHELTER 13 0
428+67.25 TO 429+05.05 RT 23218 142.5 BL E / BUS SHELTER 14
443+88.88 TO 444+02.88 RT 9340 37.2 BL A / BUS SHELTER 1
115+96.21 TO 116+67.09 LT 9569 470.1 BL C / BUS SHELTER 4
131+18.15 TO 132+43.78 LT 6498 113.7 BL E / BUS SHELTER 15
134+82.00 TO 735+20.00 RT 24735 85.5 BL E / BUS SHELTER 76
`o
145+71.44 TO 745+36.44 RT 24741 56.4 BL E / BUS SHELTER 17
777+53.89 TO 177+78.69 RT 21177 66.6 BL C / BUS SHELTER 6
5+32.96 TO 5+38.34 LT 7687 10.8 BL C / BUS SHELTER 5 U
5+33.64 TO 5+39.02 LT 7682 10.8 0
6+41.81 TO 6+46.81 LT 7697 10.0 C
6441.81 TO 6+46.81 LT 7692 70.0
6+97.25 TO 7+01.56 LT 7702 8.4 i
226+37.31 TO 226+43.26 LT 7745 18.9 BL D / BUS SHELTER 8 ~
293+51.91 TO 293+55.91 LT 7750 6.0 BL D / BUS SHELTER 73
293+53.38 TO 293+57.38 RT 7765 6.0
293+75.53 TO 293+77.56 RT 7770 6.0 �^
294+18.19 TO 294+20.21 LT 7755 9.0 i
ti
294+32.72 TO 294+36.73 LT 7760 8.0
294+34.76 TO 294+38.77 RT 7775 6.0 0
116+65.00 TO 116+88.00 LT 7709 7.7 BL C / BUS SHELTER 4
116+67,00 TO 176+88.90 LT 7723 10.6
116+65.00 TO 116+90.00 LT 7732 B.0 c
117+08,00 TO 117+10.00 LT 7716 8.6
SUB-TOTAL: 675.2 2034.3 151.8
TOTAL:j 6751 2034 152 i
REVISIONS JEANNELIA LIU,P.E. STATE OF FLORIDA SHEET
DATE DESCRIPTION I DATE I DESCRIPTION I P.E.LICENSE NUMBER 57565 DEPARTMENT OF TRANSPORTATION NO.
A" N ENGINEERING GROUP,INC.
79 NW NW 107 AVENUE,SUITE 200 ROAD NO. COUNTY FINANCIAL PROJECT ID SUMMARY OF QUANTITIES
MIAMI,FLORIDA,33111 SR 5 BROWARD 419575-1-51-07 SQ_9
CERTIFICATE OF AUTHORIZATION 29379
rpja-pt 411012018 10:36:39 AM W.IIIP,Ijllt,14Z 575I53011,oa4w1y'SUMORDOI.WN