HomeMy WebLinkAboutBack-Up DocumentsConstruction Agreement No.:
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
CONSTRUCTION AGREEMENT
2022-C-690-00003
850-040-89
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Page 1 of 4
THIS CONSTRUCTION AGREEMENT (this "Agreement") is made and entered into by and between the State of Florida,
Department of Transportation, (Address) 1000 NW 111th AVE, MIAMI, FL 33172
(hereinafter referred to as the "DEPARTMENT") and CITY OF MIAMI FIRE RESCUE
(Address) 1151 NW 7 ST, MIAMI, FL 33136 (hereinafter referred to as the "Construction Coordinator").
WITNESSETH:
WHEREAS, the DEPARTMENT is authorized and required by Section 334.044(13), Florida Statutes, to coordinate the
planning, development, and operation of the State Highway System; and
WHEREAS, pursuant to Section 339.282, Florida Statutes, the DEPARTMENT may contract with a property owner to finance,
construct, and improve public transportation facilities; and
WHEREAS, the Construction Coordinator proposes to construct certain improvements to
SR SR 7 Section 140 Subsection 000 from Begin MP 2.643
Local Name NW 7TH AVE located in Miami -Dade
referred to as the "Project"); and
to End MP
3.142
County (hereinafter
WHEREAS, the parties desire to enter into this Agreement for the Construction Coordinator to make improvements within the
DEPARTMENT'S right of way to construct the Project, which will become the property of the Department upon acceptance of the work.
NOW, THEREFORE, based on the premises above, and in consideration of the mutual covenants contained herein, the
parties hereby agree that the construction of the Project shall proceed in accordance with the following terms and conditions:
1. The recitals set forth above are specifically incorporated herein by reference and made a part of this Agreement. The
Construction Coordinator is authorized, subject to the conditions set forth herein, to enter the DEPARTMENT'S right of way to perform
all activities necessary for the construction of See attached exhibit A scope of services/special provisions.
2. The Project shall be designed and constructed in accordance with the latest edition of the DEPARTMENT'S Standard
Specifications for Road and Bridge Construction and DEPARTMENT Design Standards and Manual of Uniform Traffic Control Devices
("MUTCD"). The following guidelines shall apply as deemed appropriate by the DEPARTMENT: the DEPARTMENT Structures Design
Manual, AASHTO Guide Specifications for the Design of Pedestrian Bridges, AASHTO LRFD Bridge Design Specifications, the
DEPARTMENT Plans Preparation Manual ("PPM") Manual for Uniform Minimum Standards for Design, Construction and Maintenance
for Streets and Highways (the "Florida Green Book") and the DEPARTMENT Traffic Engineering Manual. The Construction
Coordinator will be required to submit any construction plans required by the DEPARTMENT for review and approval prior to any work
being commenced. Should any changes to the plans be required during construction of the Project, the Construction Coordinator shall
be required to notify the DEPARTMENT of the changes and receive approval from the DEPARTMENT prior to the changes being
constructed. The Construction Coordinator shall maintain the area of the project at all times and coordinate any work needs of the
DEPARTMENT during construction of the project.
3. The Construction Coordinator shall notify the DEPARTMENT a minimum of 48 hours before beginning construction
within DEPARTMENT right of way. The Construction Coordinator shall notify the DEPARTMENT should construction be suspended for
more than 5 working days.
4. Pursuant to Section 7-13 of the DEPARTMENT Standard Specifications, the Construction Coordinator is required to
possess a general liability insurance naming the DEPARTMENT as an additional insured and insuring the DEPARTMENT and the
Construction Coordinator against any and all claims for injury or damage to persons and property, and for the loss of life or property that
may occur (directly or indirectly) by reason of the Construction Coordinator accessing DEPARTMENT right of way and the
Construction Coordinator's performance of the Project. Such amount shall be carried in a minimum amount of not less than
ONE MILLION and 00/100 Dollars ($ 1000000 ) for bodily injury or death to any one person
or any number of persons in any one occurrence, and not less than ONE MILLION and 00/100 Dollars
($ 1000000 ) for property damage, or a combined coverage of not less than TWO MILLIONS and
00/100 Dollars ($ 2000000 ). Additionally, the Construction Coordinator shall supply the DEPARTMENT with a
payment and performance bond in the amount of the estimated cost of construction, provided by a surety authorized to do business in
the State of Florida, payable to the DEPARTMENT. The bond and insurance shall remain in effect until completion of construction and
acceptance by the DEPARTMENT. Prior to commencement of the Project and on such other occasions as the DEPARTMENT may
reasonably require, the Construction Coordinator shall provide the DEPARTMENT with certificates documenting that the required
insurance coverage is in place and effective. If the Construction Coordinator is a governmental entity they will be exempt from these
requirements.
5. The Construction Coordinator shall be responsible for monitoring construction operations and the maintenance of
traffic ("MOT") throughout the course of the project in accordance with the latest edition of the DEPARTMENT Standard Specifications,
section 102. The Construction Coordinator is responsible for the development of a MOT plan and making any changes to that plan as
necessary. The MOT plan shall be in accordance with the latest version of the DEPARTMENT Design Standards, Index 600 series.
Any MOT plan developed by the Construction Coordinator that deviates from the DEPARTMENT Design Standards must be signed and
sealed by a professional engineer. MOT plans will require approval by the DEPARTMENT prior to implementation.
6. The Construction Coordinator shall be responsible for locating all existing utilities, both aerial and underground, and
for ensuring that all utility locations be accurately documented on the construction plans. All utility conflicts shall be fully resolved
directly with the applicable utility.
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7. The Construction Coordinator will be responsible for obtaining all permits that
may be required by other agencies or local governmental entities.
8. It is hereby agreed by the parties that this Agreement creates a permissive use only and all improvements resulting
from this agreement shall become the property of the DEPARTMENT. Neither the granting of the permission to use the DEPARTMENT
right of way nor the placing of facilities upon the DEPARTMENT property shall operate to create or vest any property right to or in the
Construction Coordinator, except as may otherwise be provided in separate agreements. The Construction Coordinator shall not
acquire any right, title, interest or estate in DEPARTMENT right of way, of any nature or kind whatsoever, by virtue of the execution,
operation, effect, or performance of this Agreement including, but not limited to, the Construction Coordinator's use, occupancy or
possession of DEPARTMENT right of way. The parties agree that this Agreement does not, and shall not be construed to, grant credit
for any future transportation concurrency requirements pursuant to chapter 163, Florida Statutes.
9. The Construction Coordinator shall perform all required testing associated with the design and construction of the
project. Testing results shall be made available to the DEPARTMENT upon request. The DEPARTMENT shall have the right to
perform its own independent testing during the course of the Project.
10. The Construction Coordinator shall exercise the rights granted herein and shall otherwise perform this Agreement in
a good and workmanlike manner, with reasonable care, in accordance with the terms and provisions of this Agreement and all
applicable federal, state, local, administrative, regulatory, safety and environmental laws, codes, rules, regulations, policies,
procedures, guidelines, standards and permits, as the same may be constituted and amended from time to time, including, but not
limited to, those of the DEPARTMENT, applicable Water Management District, Florida Department of Environmental Protection,
Environmental Protection Agency, the Army Corps of Engineers, the United States Coast Guard and local governmental entities.
11. If the DEPARTMENT determines a condition exists which threatens the public's safety, the DEPARTMENT may, at
its discretion, cause construction operations to cease and immediately have any potential hazards removed from its right of way at the
sole cost, expense, and effort of the Construction Coordinator. The Construction Coordinator shall bear all construction delay costs
incurred by the DEPARTMENT.
12. All work and construction shall be completed within 60 days of the date of the last signature affixed to this
agreement. If construction is not completed within this time, the DEPARTMENT may make a claim on the bond. The DEPARTMENT
may terminate this Agreement at any time, with or without cause and without DEPARTMENT liability to the Construction Coordinator,
by providing sixty (60) days prior written notice of termination to the Construction Coordinator.
13. The Construction Coordinator shall be responsible to maintain and restore all features that might require relocation
within the DEPARTMENT right of way.
14. The Construction Coordinator will be responsible for clean up or restoration required to correct any environmental or
health hazards that may result from construction operations.
15. Upon completion of construction, the Construction Coordinator will be required to submit to the DEPARTMENT final
as -built plans and an engineering certification that construction was completed in accordance to the plans. Prior to the termination of
this Agreement, the Construction Coordinator shall remove its presence, including, but not limited to, all of the Construction
Coordinator's property, machinery, and equipment from DEPARTMENT right of way and shall restore those portions of DEPARTMENT
right of way disturbed or otherwise altered by the Project to substantially the same condition that existed immediately prior to the
commencement of the Project.
16. If the DEPARTMENT determines that the Project is not completed in accordance with the provisions of this
Agreement, the DEPARTMENT shall deliver written notification of such to the Construction Coordinator. The Construction Coordinator
shall have thirty (30) days from the date of receipt of the DEPARTMENT'S written notice, or such other time as the Construction
Coordinator and the DEPARTMENT mutually agree to in writing, to complete the Project and provide the DEPARTMENT with written
notice of the same (the "Notice of Completion"). If the Construction Coordinator fails to timely deliver the Notice of Completion, or if it is
determined that the Project is not properly completed after receipt of the Notice of Completion, the DEPARTMENT, within its discretion
may: 1) provide the Construction Coordinator with written authorization granting such additional time as the DEPARTMENT deems
appropriate to correct the deficiency(ies); or 2) correct the deficiency(ies) at the Construction Coordinator's sole cost and expense,
without DEPARTMENT liability to the Construction Coordinator for any resulting loss or damage to property, including, but not limited
to, machinery and equipment. If the DEPARTMENT elects to correct the deficiency(ies), the DEPARTMENT shall provide the
Construction Coordinator with an invoice for the costs incurred by the DEPARTMENT and the Construction Coordinator shall pay the
invoice within thirty (30) days of the date of the invoice.
17. Nothing in this Agreement shall be deemed or otherwise interpreted as waiving the DEPARTMENT'S sovereign
immunity protections, or as increasing the limits of liability as set forth in Section 768.28, Florida Statutes. The DEPARTMENT'S
liability for breach of this Agreement is limited in amount and shall not exceed the limitations of liability for tort actions as set forth in
Section 768.28(5), Florida Statutes.
18. All formal notices, proposed changes and determinations between the parties hereto and those required by this
Agreement, including, but not limited to, changes to the notification addresses set forth below, shall be in writing and shall be sufficient
if mailed by regular United States mail, postage prepaid, to the parties at the contact information listed below.
19. The Construction Coordinator shall not cause any liens or encumbrances to attach to any portion of DEPARTMENT
right of way.
20. This Agreement shall be governed by the laws of the State of Florida in terms of interpretation and performance.
Venue for any and all actions arising out of or in any way related to the interpretation, validity, performance or breach of this Agreement
shall lie exclusively in a state court of appropriate jurisdiction in Leon County, Florida.
21. The Construction Coordinator may not assign, pledge or transfer any of the rights, duties and obligations provided in
this Agreement without the prior written consent of the DEPARTMENT'S District Secretary or his/her designee. The DEPARTMENT
has the sole discretion and authority to grant or deny proposed assignments, with or without cause. Nothing herein shall prevent the
Construction Coordinator from delegating its duties hereunder, but such delegation shall not release the Construction Coordinator from
its obligation to perform this Agreement.
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22. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors
and assigns. Nothing in this Agreement is intended to confer any rights, privileges, benefits, obligations or remedies upon any other
person or entity except as expressly provided for herein.
23. This instrument, together with the attached exhibits and documents made part hereof by reference, contain the entire
agreement of the parties and no representations or promises have been made except those that are specifically set out in this
Agreement. All prior and contemporaneous conversations, negotiations, possible and alleged agreements and representations,
covenants, and warranties with respect to the subject matter of this Agreement, and any part hereof, are waived, merged herein and
superseded hereby.
24. By their signature below, the parties hereby acknowledge the receipt, adequacy and sufficiency of consideration
provided in this Agreement and forever waive the right to object to or otherwise challenge the same.
25. The failure of either party to insist on one or more occasions on the strict performance or compliance with any term or
provision of this Agreement shall not be deemed a waiver or relinquished in the future of the enforcement thereof, and it shall continue
in full force and effect unless waived or relinquished in writing by the party seeking to enforce the same.
26. No term or provision of this Agreement shall be interpreted for or against any party because that party or that party's
legal representative drafted the provision.
27. If any section, paragraph, clause or provision of this Agreement is adjudged by a court, agency or authority of
competent jurisdiction to be invalid, illegal or otherwise unenforceable, all remaining parts of this Agreement shall remain in full force
and effect and the parties shall be bound thereby so long as principle purposes of this Agreement remain enforceable.
28. A modification or waiver of any of the provisions of this Agreement shall be effective only if made in writing and
executed with the same formality as this Agreement.
29. The Construction Coordinator agrees to promptly indemnify, defend, save and hold harmless the DEPARTMENT and
all of its officers, agents and employees from and pay all demands, claims, judgments, liabilities, damages, fines, fees, taxes,
assessments, penalties, costs, expenses, attorneys' fees and suits of any nature or kind whatsoever caused by, or arising out of or
related to the performance or breach of this Agreement by the Construction Coordinator, including, without limitation, performance of
the Project within the DEPARTMENT'S right of way. The term "liabilities" shall specifically include, without limitation, any act, action,
neglect or omission by the Construction Coordinator, its officers, agents, employees or representatives in any way pertaining to this
Agreement, whether direct or indirect, except that neither the Construction Coordinator nor any of its officers, agents, employees or
representatives will be liable under this provision for damages arising out of injury or damages directly caused or resulting from the sole
negligence, intentional or wrongful acts of the DEPARTMENT or any of its officers, agents or employees. The Construction Coordinator
shall notify the DEPARTMENT in writing immediately upon becoming aware of such liabilities. The Construction Coordinator's inability
to evaluate liability, or its evaluation of liability, shall not excuse performance of the provisions of this paragraph. The indemnities
assumed by the Construction Coordinator shall survive termination of this Agreement. The insurance coverage and limits required in
this Agreement may or may not be adequate to protect the DEPARTMENT and such insurance coverage shall not be deemed a
limitation on the Construction Coordinator's liability under the indemnities granted to the DEPARTMENT in this Agreement.
30. Construction Coordinator:
(1) shall utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment
eligibility of all new employees hired by the Construction Coordinator during the term of the contract;
and
(2) shall expressly require any subcontractors 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.
31. COMPLIANCE WITH LAWS
The Construction Coordinator shall 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 Construction Coordinator in conjunction
with this Agreement. Specifically, if the Construction Coordinator is acting on behalf of a public agency the
Construction Coordinator shall:
(1) Keep and maintain public records that ordinarily and necessarily would be required by the Department
in order to perform the services being performed by the Construction Coordinator.
(2) Provide the public with access to public records on the same terms and conditions that the Department
would provide the records and at a cost that does not exceed the cost provided in Chapter 119, Florida
Statutes, or as otherwise provided by law.
(3) Ensure that public records that are exempt or confidential and exempt from public records disclosure
requirements are not disclosed except as authorized by law.
(4) Meet all requirements for retaining public records and transfer, at no cost, to the Department all public
records in possession of the Construction Coordinator upon termination of the contract and destroy any
duplicate public records that are exempt or confidential and exempt from public records disclosure
requirements. All records stored electronically must be provided to the Department in a format that is
compatible with the information technology systems of the Department. Failure by the Construction
Coordinator to grant such public access shall be grounds for immediate unilateral cancellation of this
Agreement by the Department. The Construction Coordinator shall promptly provide the Department
with a copy of any request to inspect or copy public records in possession of the Construction
Coordinator and shall promptly provide the Department a copy of the Construction Coordinator's
response to each such request.
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CONSTRUCTION COORDINATOR CONTACT INFORMATION
Name YHOSVANY RODRIGUEZ Title CAPTAIN OF LOGISTICS DEPARTMENT
Office No. (305) 510-3026 ext. Cell Email YRodriguez@miamigov.com
Name JOSE LORENZO Title ROADWAY PROJECT ENGINEER
Office No. (305) 592-7283 ext. 215 Cell Email JLorenzo@APCTE.com
Mail Address 8935 NW 35TH LANE, SUITE 200, DORAL, Florida 33172
IN WITNESS WHEREOF, Construction Coordinator and the DEPARTMENT have executed this Agreement for the purposes
herein expressed on the dates indicated below.
CONSTRUCTION COORDINATOR
By:
DEPARTMENT OF TRANSPORTATION
(Signature) By:
(Print Name)
(Signature)
(Print Name)
(Title) (Title)
(Date) (Date)
Legal Review:
a
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CITY OF MIAMI
ADDENDUM
TO CONSTRUCTION AGREEMENT NO.2022-C-690-00003
BETWEEN THE CITY OF MIAMI
AND THE
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
This Addendum, dated , 2022 ("Effective Date"), to Construction
Agreement No. 2022-C-690-00003 (the "Construction Agreement") is executed contemporaneously with,
and is incorporated into the Construction Agreement, between the City of Miami, a State of Florida
municipal corporation ("Construction Coordinator"), and the State of Florida Department of
Transportation, a State of Florida agency ("Department"). The Construction Coordinator and the
Department ("Party" or, jointly, the "Parties") hereby modify the Construction Agreement as follows:
1. Construction Agreement Sections 4 & 29 are hereby amended with the addition of the following
language:
"Nothing in this Agreement, shall be deemed or otherwise interpreted as waiving the Construction
Coordinator's sovereign immunity protections, or as increasing the limits of liability as set forth in
Section 768.28, Florida Statutes. The Construction Coordinator's liability for torts is limited in
amount and shall not exceed the limitations of liability as set forth in Section 768.28, Florida
Statutes. Additionally, the term "agent" as used in this Agreement shall not be inclusive of any
independent contractor nor of any subcontractor of the same." The Construction Coordinator is
self -insured subject to the limitations and provisions as set forth in Section 768.28, Florida Statutes.
2. Counterparts; Electronic Signatures. The Construction Agreement and this Addendum may be
executed in counterparts, each of which shall be an original as against either Party whose signature
appears thereon, but all of which taken together shall constitute but one and the same instrument. An
executed facsimile or electronic scanned copy of the Construction Agreement and of this Addendum
shall have the same force and effect as an original. The Parties shall be entitled to sign and transmit an
electronic signature on the Construction Agreement and on this Addendum (whether by facsimile, PDF,
or other email transmission), which signature shall be binding on the Party whose name is contained
therein. Any Party providing an electronic signature agrees to promptly execute and deliver to the other
Party an original signed Construction Agreement and Addendum upon request.
All other terms, covenants and conditions of the Construction Agreement shall remain in full force
and effect, except to the extent herein expressly modified by this Addendum.
Page 1 of 2
IN WITNESS WHEREOF, the Parties have executed this Addendum as of the day and year first
above written.
ATTEST:
By: _
Name:
Title:
FDOT LEGAL REVIEW:
Alicia Trujillo, District Chief Counsel
ATTEST:
0
Todd B. Hannon
City Clerk
APPROVED AS TO LEGAL FORM AND
CORRECTNESS:
M.
Victoria Mendez
City Attorney
"Department"
State of Florida Department of
Transportation,
a State of Florida agency
By: _
Name:
Title:
"Construction Coordinator"
City of Miami,
a State of Florida municipal corporation
Arthur Noriega V
City Manager
APPROVED AS TO INSURANCE
REQUIREMENTS:
Page 2 of 2
Anne Marie Sharpe, Director
Risk Management
Mayor
Francis Suarez
CITY OF MIAMI
DEPARTMENT OF PUBLIC WORKS
ALAN M. DODD, DIRECTOR
FIRE STATION NO. 6
GUARDRAIL INSTALLATION
NW 7th Avenue at NW 36th Street
Vice Chairman - D1 Commissioner
Alex Diaz de la Portilla
PROJECT NO. N/A
Chairman - D2 Commissioner
Ken Russell
NW 43RD ST a
a Nw 42o ST
D3 Commissioner
NW 42ND ST
.doe Carollo
NW 4117 ST
D4 Commissioner
NW 41ST ST
NW 4DTH ST
Manolo Reyes
NVv 4DTH ST GUARDRAIL INSTALLATION
112TH HY NW 39TH ST
••• 1 - ••
> N\ 38TH ST
'
City Manager
a NW 37TH
��``M !'Sf 11
Arthur Norie g a
NW 37TH ST
� � NW3sTH
`
J •' '.
tV1;•'��CENSF•A'9
NW 36TH ST z
�
INDEX OF SHEETS
a a a NW 35TH ST
N\V 35TH ST
NO 55401
SHEET No. DESCRIPTION
o z z NVJ 34TH ST NVI 34TH ST
1 COVER SHEET
z z z
STATE OF
NW 33RD ST a NW 33RD ST a
;'14�
0 p� P• ,•��
i��T�S
2 SUMMARY OF QUANTITIES
O
0R1 .•Gti `��`
z Nvd 32ND sQ -
�S1ONq
3 GENERAL NOTES
N 32ND sT _ Nw 32ND sT
j1
4 GUARDRAIL PLAN DETAILS
> NW 315T ST NW 315T ST F NVV 315T ST
5 TEMPORARY TRAFFIC CONTROL PLAN & NOTES
Nm� 3oTH sT `
6* TOPOGRAPHIC SURVEY
LOCATION MAP
d SCALE: N.T.S.
This sheet is included in the Index of Sheets only to indicate that
it is part of the Roadway Plans. This sheet is contained in a
CITY OF MIAMI PROJECT MANAGER: CPT. YHOSVANY RODRIGUEZ
separate digitally signed and sealed document.
CITY OF MIAMI CONSTRUCTION MANAGER: N/A
GOVE RN IN G STAN DAR D P LAN S:
STANDARD INDEX DRAWINGS
Florida Department of Transportation, FY2022-23 Standard Plans for Road and Bridge Construction and
applicable Interim Revisions (IRs). Standard Plans for Road Construction and associated IRs are available at
INDEX No. DESCRIPTION
the following website: http:/A—.fdot.gov/design/standardplans
102-601 NVO-LANE AND MULTILANE ROADWAY,
GOVERNING STANDARD SPECIFICATIONS:
WORK BEYOND THE SHOULDER
Florida Department of Transportation, Jan 2022 Standard Specifications for Road and Bridge Construction
m
102-660 SIDEWALK CLOSURE
can be found at the following website:http://—.fdot.gov/programmanagement/Implemented/SpecBooks
536-001 GUARDRAIL
THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION.
SPACE RESERVED FOR CITY OF MIAMI APPROVAL STAMP
PAM &(Z
PLANS PREPARED BY:
A&P CONSULTING TRANSPORTATION
ENGINEERS, CORP.
8935 NW 35th LANE, SUITE 200
DORAL, FL 33172
PHONE: (305) 592-7283
FAX: (305) 593-1594
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES
ROADWAY PLANS
ENGINEER OF RECORD:
EITHEL M. SIERRA, P.E.
P.E. No. 55401
SUMMARY OF QUANTITIES
PAY ITEM NO.
DESCRIPTION
SHEET
NUMBER
TOTAL
THIS SHEET
GRAND TOTAL
04
UNIT
ORIG.
FINAL
ORIG.
FINAL
ORIG.
FINAL
ORIG.
FINAL
ORIG.
FINAL
ROADWAY
ID2-1
MAINTENANCE OF TRAFFIC
LS
1
1
1
ID2-60
WORK ZONE SIGN
ED
14
14
14
ID2-74-8
CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE)
FD
36
35
36
110-1-1
CLEARING & GRUBBING
I AC
0.04
0.04
D.04
339-1
MISCELLANEOUS ASPHALT PAVEMENT
TN
5.39
5.39
5.39
536-1-1
GUARDRAIL- ROADWAY, GENERAL TL-3
LF
160
16D
160
536-BS-24
GUARDRAIL END TREATMENT- PARALLEL APPROACH TERMINAL
EA
1
1
1
536-BS-26
GUARDRAIL END TREATMENT- TYPE CRT
EA
1
1
1
570-1-2
PERFORMANCE TURF, SOD
SY
44
44
44
PAY ITEM NOTES
102-1
TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES 102-600.
102-601, AND 102-660, THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, U.S.
DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION (ANSI D6 1-1979), PUBLIC WORKS MANUAL
OF METROPOLITAN DADE COUNTY, AND THE LATEST REVISIONS OF THE AFORE MENTIONED MANUALS. INCLUDES
THE COST OF FURNISHING, INSTALLING, MAINTAINING, AND REMOVING ALL ITEMS OF MAINTENANCE OF TRAFFIC
NOT PAID FOR UNDER SEPARATE ITEMS INCLUDING BUT NOT LIMITED TO SIGNS, BARRICADES, FLASHING LIGHTS,
TEMPORARY PAVEMENT, TEMPORARY PAVEMENT MARKINGS, TRAFFIC SIGNAL MODIFICATION FOR TRAFFIC CONTROL, ETC.
102-BO
TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMEM OF TRANSPORTATION INDEXES 102-600.
102-601, AND 102-660. CONSTRUCTION DURATION ASSUMED TO BE 1 DAY.
102-74-8
TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMEM OF TRANSPORTATION INDEXES 102-600.
102-601, AND 102-660. LCD LENGTHS ASSUMED TO BE 6 FEET, PER SIDEWALK LOCATION. CONSTRUCTION DURATION
ASSUMED TO BE 1 DAY.
110-1-1
INCLUDES REMOVAL OF EXISTING PAVEMENT, CONCRETE SIDEWALK, DRIVEWAYS, CURB AND GUTTER, DRAINAGE
STRUCTURES AND PIPES, MISCELLANEOUS CONCRETE, VEGETATION, TREES AND DEBRIS TO BE DISPOSED OF
IN LEGAL AREAS PROVIDED BY THE CONTRACTOR. INCLUDES THE COST OF CLEANING-DUT ALL EXISTING DRAINAGE
STRUCTURES WHICH ARE TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION.
339-1
TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEX 536-001.
536-1-1
TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES 536-DO1
AND 536-002. TO INCLUDE REINFORCED POST SPACING SEGMENTS 0 3 FT., 1.5 IN. AS SHOWN IN PLANS.
536-85-24
TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES 536-001
AND 536-002.
536-85-26
TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES 536-001
AND 536-002.
570-1-2
TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEX 570-010.
IF SOD IS DAMAGED DURING OPERATION, IT MUST BE REPLACED AND MAINTAINED UNTIL THE SOD IS ESTABLISHED.
THE PERMIT WILL REMAIN OPEN UNTIL THIS IS ACCOMPLISHED.
REVISIONS EITHEL M. SIERRA, P.E. CITY OF MIAMI
` OF 4mh
� DATE DESCRIPTION P.E. 55401 C SHEET
A&P CONSULTING TRANSPORTATION DEPARTMENT OF PUBLIC WORKS N0.
ENGINEERS, CORP. PROJECT NAME PROJECT No. SUMMARY OF QUANTITIES
8935 NW 35LN LANE, SURE 2D0
DORAL, FL 33172 FIRE STATION NO. 6 2
t O'g 39 8935 N.W. 05TH LANE, SURE FAX 3 5) 59 FLORIDA 33172 N A
(305) 592-7263 -FAX (305) 593-1594 GUARDRAIL INSTALLATION
GENERAL NOTES:
7. THE INFORMATION PROVIDED ON THE PLANS IS BASED ON THE BEST AVAILABLE INFORMATION AND
SHOULD BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE TO FAMILIARIZE
HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT DISCREPANCIES TO THE ENGINEER
PRIOR TO STARTING WORK.
2. CONTRACTOR IMLL SECURE WORK SITE TO PROTECT THE PUBLIC HEALTH AND WELFARE
19. EXISTING FDGT DRAINAGE SHALL BE PROTECTED ALWAYS BY THE PERMITTE. ANY DAMAGE TO
THE FDGT DRAINAGE SYSTEM SHALL BE REPAIRED / REPLACED BY THE PERMITTEE AT NO COST
TO THE DEPARTMENT,
20, PERMITTEE MUST TAKE PICTURES OF THE EXISTING STREET LIGHTNING SYSTEM WORKING -DURING
NIGHT -TIME -WITHIN THE LIMITS OF THIS PROPOSED JOB PRIOR TO BEGIN SAID WORK, TO AVOID
FUTURE DISPUTE ABOUT UNFORESEEN DAMAGES TO THE LIGHTNING SYSTEM,
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION SHALL BE DONE
IN A SAFE MANNER AND IN STRICTLY COMPLIANCE WITH ALL THE REQUIREMENTS OF FEDERAL 21, WORKING HOURS WITHIN THE F.D.O.T, RIGHT OF WAY SHALL BE BETWEEN THE HOURS OF 930
OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970. AND ALL STATE AND LOCAL SAFETY AND HEALTH A.M. AND 330 P.M. AND OPTIONALLY FROM 9tDO P.M. TO 5tDO A.M. OR AS DIRECTED BY THE
REGULATION. DEPARTMENT REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK.
4. CONTRACTOR SHALL REPAIR ALL DAMAGES INCURRED AS A RESULT OF CONSTRUCTION ACTIVITIES 22, THE ASPHALT AT THIS LOCATION IS LESS THAN 5 YEARS OLD, ANY DAMAGE TO PAVEMENT THAT
SUCH AS BUT NOT LIMITED TO SIDEWALK, PAVEMENT, LANDSCAPING. FENCING, ETC. NO ADDITIONAL IS LESS THAN 5 YEARS OLD WILL HAVE TO BE MILLED AND RESURFACED IN FULL LANE
COMPENSATION WILL BE GIVEN. WIDTHS. BY 50' IN EITHER DIRECTION FROM THE DAMAGED AREA, ASPHALT WILL BE MATCHED TO
THE EXISTING ASPHALT TYPE USED IN THE PREVIOUS FDGT PROJECT PAVEMENT
5. THE CONTRACTOR SHALL USE A STREET SWEEPER (USING WATER) OR OTHER EQUIPMENT FOR STRUCTURES MINIMUM ASPHALT MIX ARE SP-12.5 (3.0" THICK) & FC-9.5 0.0" THICK) TLC
CONTROLLING AND REMOVING DUST. APPROVAL OF THE USE OF SUCH EQUIPMENT IS CONTINGENT W/ RUBBER OR PG 76-22, AND OBG 15 02.5 ONLY), AS PER STANDARD SPECIFICATION SECTION
UPON ITS DEMONSTRATED ABILITY TO DO THE WORK. CLEANING AND SWEEPING IS TO BE INCLUDED IN 300-2.3,
CONTRACTORS MAINTENANCE OF TRAFFIC PAY ITEM AND SHALL BE DONE ON A DAILY BASIS. SPACE RESERVED FOR CITY OF MIAMI APPROVAL STAMP
23, PERMITTEE SHALL CONTACT MR, JOAQUIN JR, RABASSA FROM MD-PW TRAFFIC SIGNAL & SIGNS 35. THE CONTRACTOR IS ADVISED THAT PROPERTIES ADJACENT TO THE
DIVISION (305-592-0831/305-588-7570)) AND MR. JULI❑ NAVARRO FROM MD-PW LIGHTNING PROJECT HAVE ELECTRIC, TELEPHONE, GAS, WATER AND/OR
DIVISION (305-679-0062 /305-592-3580/786-469-2063) PRIOR TO ANY SUBSURFACE SEWER SERVICE LATERALS WHICH MAY NOT BE SHOWN IN PLANS.
ACTIVITIES AND SHALL PROTECT EXISTING TRAFFIC SIGNAL POLES AND EQUIPMENT AND /OR THE CONTRACTOR MUST REQUEST THE LOCATION OF THESE
EXISTING STREET LIGHTING POLES, EQUIPMENT, AND CONDUIT AT ALL TIMES DURING LATERAL SERVICES FROM THE UTILITY COMPANIES. THE
CONSTRUCTION ACTIVITIES, ANY DAMAGES TO EXISTING EQUIPMENT SHALL BE THE SOLELY ADDITIONAL COST OF EXCAVATING, INSTALLING, BACKFILLING AND
RESPONSIBILITY OF THE PERMITTEE TO REPAIR AT THEIR OWN COST AND ALL RESTORATION COMPACTING AROUND THESE LATERAL SERVICES MUST BE
WORK SHALL BE COORDINATED WITH MD-PW TRAFFIC DIVISION AND LIGHTING DIVISION. INCLUDED IN THE BID RELATED ITEM FOR THE WORK BEING DONE.
6. ALL PUBLIC LAND CORNERS AND MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE
PROTECTED BY THE CONTRACTOR AS FOLLOWS: CORNERS AND MONUMENTS IN CONFLICT WITH THE
WORK AND IN DANGER OF BEING DAMAGED, DESTROYED OR COVERED SHALL BE PROPERLY
REFERENCED BY A REGISTERED LAND SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL
STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS. PRIOR TO BEGINNING WORK
AT THE SITE, THE CONTRACTOR SHALL RETAIN THE LAND SURVEYOR TO REFERENCE, AND RESTORE
UPON COMPLETION OF THE WORK, ALL SUCH CORNERS AND MONUMENTS AND SHALL FURNISH THE
ENGINEER A SIGNED AND SEALED COPY OF THE LAND SURVEYOR'S REFERENCE DRAWING. COST OF
THIS WORK SHALL BE DEEMED INCIDENTAL TO THE TOTAL PROJECT COST.
ENVIRONMENTAL NOTES:
7. THE CONTRACTOR SHALL NOTIFY THE CITY IN WRITING AT LEAST 48 HOURS PRIOR TO
24. DUE TO THE LIMITED SCOPE OF WORK, NO IMPACTS TO EXISTING HISTORICAL AND CULTURAL
COMMENCEMENT OF CONSTRUCTION.
RESOURCES ARE EXPECTED AS A RESULT OF THE PROPOSED ACTION.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A PROPER STAGING AREA APPROVED BY
25. NO STAGING OR STORAGE OF MATERIALS FOR THIS PROJECT SHALL OCCUR WITHIN THE DRIPLINE OF
THE CITY. STOCKPILING MATERIAL ON ROADWAY IS NOT ALLOWED.
EXISTING TREES. ANY ACTIVITIES THAT MUST TAKE PLACE WITHIN DRIPLINE MUST BE PERFORMED IN
9. THE CONTRACTOR SHALL BE RESPONSIBLE TO SATISFY ALL REQUIREMENTS OF ANY REGULATORY
SUCH A WAY TO PREVENT DAMAGES TO THE TREES. IN ACCORDANCE IMTH ALL APPLICABLE ANSI
AGENCY PERMITS IN REGARDS TO CONSTRUCTION ACTIVITIES AND RELATED CONDITIONS PRIOR TO THE
STANDARD.
START OF CONSTRUCTION.
26. PREVENT DAMAGING TREES AND PLANTERS WITHIN OR IMMEDIATELY ADJACENT TO THE PROJECT's
70. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT
RIGHT-OF-WAY.
PROPERTIES AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY.
27. TREE PROTECTION SHOULD BE INSTALLED AROUND TREES TO REMAIN LOCATED ADJACENT TO
71. THE CONTRACTOR SHALL VERIFY, PHOTOGRAPH, AND INVENTORY THE EXACT LOCATION OF ALL
CONSTRUCTION ACTIVITIES, IN CONFORMANCE WITH FOOT STANDARD PLANS INDEX 710-100.
EXISTING TREES, STRUCTURES, PAVEMENT OR OTHER FEATURES. ANY EXISTING STRUCTURE,
PAVEMENT, TREE OR OTHER EXISTING FEATURE, WHICH IS IN CONFLICT OR IS DAMAGED, EXPOSED OR
28.PRE-CONSTRUCTION RESPONSIBILITIES:
IN ANY WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THE CONTRACT, SHALL BE RESTORED
PROMPTLY TO IT'S ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE PROJECT.
29. PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION AND THE RECEIPT OF THE "NOTICE TO
PROCEED", THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF PUBLIC WORKS. CONSTRUCTION
72. THE CONTRACTOR SHALL NOTIFY THE CITY OF MIAMI'S CONSTRUCTION MANAGER IMMEDIATELY OF ANY
MANAGER AND ARRANGE A PRE -CONSTRUCTION CONFERENCE TO INCLUDE THE ENGINEER OF RECORD.
CONFLICT ARISING DURING CONSTRUCTION FOR ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS.
THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE AND BE PREPARED TO DISCUSS ANY
CONCERNS OR COORDINATION EFFORTS AND REQUIREMENTS IMTH THE PARTIES INVOLVED.
73. THE CONSTRUCTION LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
30. THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL OF FLORIDA. INC. CERTIFICATION
14, CONTRACTOR SHALL REETDRE ALL SODDED AREAS DF THE PROJECT WHICH ARE DISTURBED DUE
NUMBER AT LEAST 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION. CONTACT 871,
TO CONSTRUCTION ACTIVITIES.
WWW CALLSUNSHINE.COM
15, THE CONTRACTOR SHALL ASSIST THE CITY WITH THE HANDLING OF PUBLIC INFORMATION
MATERIALS, INCLUDING CITIZEN NOTIFICATION LETTERS AND PROJECT CONSTRUCTION SIGNS,
31. UTILITIES:
PRIOR TO THE START OF EACH SIGNIFICANT PHASE OF CONSTRUCTION, COST DF THIS WDRK
SHALL BE INCLUDED IN THE MAINTENANCE DF TRAFFIC BID ITEM,
32. TWO FULL BUSINESS DAYS PRIOR TO DIGGING, THE CONTRACTOR SHALL CONTACT 817,
WWW.CALLSUNSHINE.COM TO REQUEST UTILITY LOCATIONS BEFORE BEGINNING ANY CONSTRUCTION
16, ANY DAMAGE PRODUCE BY THIS PROPOSED WORK SHALL BE RESTORED BY THE PERMITTEE AT
ACTIVITIES.
NO COST TO THE DEPARTMENT
33. EXISTING UTILITIES SHALL BE MAINTAINED IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE
17, PERMITTEE IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND FACILITIES AND ASSUMES ALL
APPROVED BY THE UTILITY OWNER. ALL EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED.
RESPONSIBILITY FOR ANY DAMAGE DONE BY THE PERMITTEE TO UNDERGROUND FACILITIES AND
18, ANY DAMAGE TO SIDEWALK, RAMPS AND/OR CURB AND GUTTER SHOULD BE RESTORED PER FDGT
2020-2021 STANDARDS PLANS INDEX FOR ROAD CONSTRUCTION NO, 520-001, 522-001, 522-002,
522-003 AND FDGT STANDARD SPECIFICATION 522, REFER TO THE FDGT DESIGN STANDARDS IN
THE GENERAL NOTES, MAKE SURE TO FURNISHING APPROPRIATE EXPANSION JOINTS AS PER DS
INDEX 305-001,
34.17 SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO (VERTICALLY AND HORIZONTALLY) PROTECT
ALL EXISTING UTILITIES ON THIS PROJECT. ANY DAMAGE TO UTILITIES SHALL BE IMMEDIATELY
REPORTED TO THE UTILITY OWNER. THE OWNER RESERVES THE RIGHT TO REMEDY SUCH DAMAGE BY
ORDERING OUTSIDE PARTIES TO MAKE SUCH REPAIRS AT THE EXPENSE TO THE CONTRACTOR.
REVISIONS EITHEL M. SIERRA, P.E. CITY OF MIAMI
G1 �F DATE BY DESCRIP77ON P.E. No. 55401 SHEET
A&P CONSULTING TRANSPORTATION DEPARTMENT OF PUBLIC WORKS N0.
ENGINEERS, CORP. PROJECT NAME PROJECT No. GENERAL NOTES
ENGINEERS.
NW CO PANE, SUITE 200
L'O'a 39 8935 N.W. 351H PANE, SUITE 200 - DORAL, FLORIDA 33172 DORAL, FL 33172 FIRE STATION NO. 6 NSA 3
(3D5) 592-7283 - FAX (305) 593-1594 GUARDRAIL INSTALLATION
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REVISIONS
EITHEL V. SIERRA,
P.E. NO. C554"ONSULTING
a&P coNsuLTINc
P.E.
TwwsaoeTanoN
CITY OF MIAMI
DEPARTMENT OF PUBLIC WORKS
SHEET
ND_
DATE
BY
DESCRIPTION
F
• I
ENGINEERS.
ENGI NW , CORP.0 LANE,
SUITE 200
GUARDRAIL
PLAN DETAILS
PROJECTNAME
PROJECTNo
4
FIRE STATION NO. 6
NSA
r
L xtQ 8935 N.W 351H UWE, SUITE 200 - DORAL, FLORIDA 33172
DONAL, FL 331I2
(505) s92-i2E5 - FAY (—) 593-1594
GUARDRAIL INSTALLATION
TRAFFIC CONTROL PLANS:
1. TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS, THE CURRENT EDITION OF
THE FLORIDA DOT DESIGN STANDARD INDEXES 102-600, 102-601, AND 102-660, THE STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, AND THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES AS MINIMUM CRITERIA.
2. NOTIFICATION OF LANE CLOSURES OR TEMPORARY DETOURS SHALL BE ACCOMPLISHED 14 WORKING
DAYS PRIOR TO CLOSURE. DETOUR OR MOT PHASE CHANGE SHALL BE SUBMITTED WITH THE
REQUIRED LANE CLOSURE FORM, SKETCHES, CALCULATIONS, AND OTHER DATA TO PUBLIC WORKS
DEP T.
3. THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED BY THE CONTRACTOR TO CREATE A WORK
ZONE UNTIL ALL LABOR AND MATERIAL ARE AVAILABLE FOR THE CONSTRUCTION IN THAT AREA.
4. REGULATORY SPEED ESTABLISHED WITHIN WORK ZONE TRAVEL WAYS SHALL BE 30
M.P.H.
5. AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL COVER WORK ZONE SIGNS WHEN
CONDITIONS NO LONGER WARRANT THEIR USE. COST OF COVERING AND UNCOVERING THE SIGNS
SHALL BE INCLUDED IN MAINTENANCE OF TRAFFIC PAY ITEM.
6. EACH EXISTING STREET NAME AND STOP SIGN AFFECTED BY CONSTRUCTION SHALL BE RELOCATED
AND MAINTAINED IN AN APPROPRIATE LOCATION FOR THE DURATION OF THE PROJECT WHEN NO
LONGER AFFECTED BY CONSTRUCTION, THESE SIGNS SHALL BE RESTORED TO THEIR ORIGINAL
POSITION. COST OF TEMPORARILY RELOCATING AND RESTORING THE SIGNS SHALL BE INCLUDED IN
MAINTENANCE OF TRAFFIC PAY ITEM.
7. CONTRACTOR SHALL PREPARE AND SUBMIT AN ACCEPTABLE MOT PLAN FOR THE PROJECT THE MOT
PLAN SHALL BE SUBMITTED TO THE CITY OF MIAMI'S PUBLIC WORKS DEPARTMENT FOR REVIEW AND
APPROVAL.
PEDESTRIANS, BICYCLES, AND WHEELCHAIRS:
8. AT THE END OF EACH WORK DAY OR WHENEVER THE WORK ZONE BECOMES INACTIVE, ANY DROP
OFF GREATER THAN 6 IN. ADJACENT TO THE PEDESTRIAN, BICYCLE, AND WHEELCHAIR TRAVEL
PATHS SHALL BE BACKFILLED FLUSH WITH THE SAID PATHS OR PROTECTED WITH TEMPORARY
FENCE, CONCRETE BARRIER WALL OR APPROVED HANDRAIL. COST SHALL BE INCLUDED IN
MAINTENANCE OF TRAFFIC PAY ITEM.
9. CONSTRUCTION ACTIVITIES THAT INVOLVES SIDEWALKS ON BOTH SIDES OF THE STREET ARE NOT
ALLOWED UNLESS APPROVED BY THE ENGINEER.
V
SPACE RESERVED FOR CITY OF MIAMI APPROVAL STAMP Q
REVISIONS EITHEL N. SIERRA, P.E. CITY OF MIAMI
G3UF DATE BY DESCRIPTION P.E. No. 55401 SHEET
A&P CONSULTING TRANSPORTATION DEPARTMENT OF PUBLIC WORKS
lap ENGINEERS, CORP. TEMPORARY TRAFFIC NQ.
8935 NW 35tN LANE, SUITE 200 PROJECT NAME PROJECT No.
8935 N.W. 35TH IANE, SUITE 20D - DORAL, FLORIN J2 OORAL, FL 31172 FIRE STATION NO. 6 NSA CONTROL PLAN &NOTES
(305) 592-7283 - FAX (305) 593-1594 GUARDRAIL INSTALLATION
SUBJECT
SITE ,
"Id
LOCATION MAP
SURVEY IRR
A po '. f 1.a tl d' 1111 ak 86. at Fag, 45
M aIt Lade t,aTIN Re .. Is Flanda.
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CRE 11, 111 -111,
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m POLE
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TTTT SURVEYORS
n-PHNLT - oNcx 7769 NW 4Eth STREET
ITE 375
rvpOs16S FLORIfIA
PAVER aE E 33166
PH:(3US)463-U412
FAX: (205I 513-5680
1-11F.Ell TLLLL I TILT FLORIOACERTIFICATE
OF AUTHORIZATION
LB 1111
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LOT 5 LOT 4
(P.B. 7 - PG. 29) (P.B. 7 -PG 29)
I 1
I 1
N TOPOGRAPHIC SURVEY
4 "CITY OF MIAMI FIRE STATION No.6"
GRAPHIC SCALE IN FEET
SCALE: 1" = 20'
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U m CBS BUILDING
am "CITY OF MIAMI
a FI REST ION No. 6"
I I I
CCLUIIIV
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I IT
IE
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NE COR SEC.26-53-41
IN 537444.7150
E:916874.0110 1
+ GllTl l_N
nrzT 1-1e NW 36 STREET
Tp--,,II UGt1T
LOT 1
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SU RV EYORS NOTES
ATE Of FIELD SU RV EY
The dare of onpleto, 1111. 111glnal 1111 Survey was o,. Octot 1212rJ21.
PROPERTY INFORMATION
Folio NO.'. 01.'i1230 1a10
Property 4ddrez'.3?OU NW �.^.venue. V1amr FL331D
ACCURACY
f d d l d f q f Uan
A (L, if 11, 750„ 111T I, 11,11d 11, R 1I.51,H d AJ -.t 1 de
Hev.It 11 d -fi d d f o I, the d
csMmarod 'Mona �s F,.wo / oo 1 ,, 1, hard Trta -and /Voo a'oot
nt f
Th V U I '11,11.1y L1 J 11, this 'T - he drh I red volLe
fI 1. c I, 1 rpl - m q - d rq°c, n rn,I,s a
, l —", ,ac_epfed rh mJ'a asi111,v d
R9',efiy
Well i l"Hified teafilll as depleted an the Sprvay Map were me aspreo ra an esfimated
tor¢ontalp-- It 1/1 9
vPp t d d11 ILI III WIs,alc IT 0n,-,,h1g1alt Twr,ty leer or
mailer.
PERTINENT INFORMATION USED FOR SURVEY.
nag,m,ntAg, y tFEMA; Cpmmunlly-Panel N—l-,r 120650[City T Miami), Neap IT,
12086C11121111 L Neap Revked Cafe'. September 11. 2111
Fcr Verti_al C"trol
I- --88 I dk epled by It .M', Wark.a,d' ,Ml,rCg ,t
D parrm t of M a 1-1 h H,Mda.
3#3D:➢[II?
raperty,haamF, arc h—on tnc SU vcy MI that map Sc found,, tnp F, 1h, Records of
M ICanoLs
e C dc""
The Surveyor makes no repre<entaricn a= ro awnanhlp or pe-uecsicnef the Sr Sjecl Prap,dy
L/ a , enitN orindNld�al that may app—on the -lia Records of this C... y,
No .... -1lol ordc„m...111n wasmad,gst, how the 1 Property Ic-_rvep by
Implovcma1ls and/ar IIRIIIos were loco l cd I, shovrn harcon
Chapter 472027 of the Ronda Sfat-s.
LONGITUDE SURVEYORS Ll a.Fonda tlrol Ild U llly C,ampany
Ha Mda Certificate a-hWhp1-1.1 Number LE?335
By Eduardo M. SU.". PSM
Regl<tered'irrv,yor and Mapper L6313
Slpl^. of Horda
OTICF'. N valid wimout the 4gna,urc anp original raised seal of a Horldd tiecnscp
aid Mapper. AddlM1o�s or deletie If re F.urveY Maps by other fhon the dpnlnq party
r.-r fdTed wlfhopf ihewnftenc n n esLgning party_
Sheet 1 of 1
a
a
� lNedian 1
onset zone:
Behind — xi_srng r�rriz,
b. Plore than 2' behind the curb,
or more from the traveled way.
�i�VAWRIQ ImTMn c.�rjuar.:T.jAFT&I9WiV���mnriy l
NOTES:
1. This Lndex applies to Two -Lane, Two -Way and Iil lhlane Roadways,
induo'inq Medians of divided roao'ways, with work beyondthe shoulder.
2. Use Index 102-602 when the work operation (excluding establishing
and Lormivaiiog the 4vork area) requires Lhat tvvo or more work
vehicles cross the Offset Zone in any one hour Period.
3. tise Index 102-660 r,h- Wurk Area a Sidevvalk.
SYMBOLS:
® 6llork Area
Lane Identification and Direction of Traffic
LAST OZ DESCRIPTION:
REVISION FDOT� FY 2022 23 TWO=][ �1�7�+ AND MULTI LANE ]R O ADW Y, NOEx SHEET
11/01/20 STANDARD PLANS ��L�1[�K BEYOND THE S1H[Q��JILIDEIId 102 601 1 of 1
NOTES:
1. Cover or deacb-te oedestriah traffic signal displai(s) controlling
closca` crossvi alks.
2. Place nede strian LCDs acrnsc the full wirlth of the rloserl sidewalk.
II II III
3. For post mounted signs located near or adjacent to a sidevialx,
nrintain a mr�iimum 7' clearance from the bottom of the sign
panel to the surface et the sir—,lk. Atvance Closu Ye LCD
(See Notes 4 and 5)
4 "Sidewalk Closed" signs (R9-XX) map be mounted on pedestrian LCDs
J
in accordance with the noanufacturer's instructions. _ =
5. Omit the 4rA ,rce Closure LCD if it hlock.s ..r . s to other oedestrian
facilities (e,g„ transit stops, residences, orcbusiness entrances).
IIG-9BR R9-11 AR
SIDEWALKGLOSED
SYMBOLS: AH AD
DETOUR E
® Work Area CROSS HERE
[p Here Zone Sign M4-9BL
.--. Pedestrian Longitudinal Channel lung Device (LCD) ��
DETOUR q9_y R9-11AL
Lane Identification and Direction of Traffic (See Note 4)
SIDEWALK CLOSED
HEAD H 20-1 F
R9.10 SIDEWALK t�
(See Noie 4) CLOSED eD
SS HERE
RKROA�
SIDEW4�D III III III NrO
USE DTHER SIDE AHEAD
A,'-- Clusur'e LCD
(See NOLes 4 anoS) — —
n SIDEVJALKCLOSED
DETOUR
DETOUR � � � III useusE OT�o III
RL
IVIG-9RL
104-9III
III R9-10
III III rsee Nnte 4)
DETOUR
DETOUR ROAD
hra-9RR A 1144-9BR
\�
W20-1 F
PEDESTRIAN DETOUR
LAST DlICRfPTION:
REVISION FY 2022-23 INDEX SHEET
]1/Ol/20 F� STANDARD PLANS IIIDID SKX A IL E� COS LURE
102-660 1 of 2
NOTES:
1. L Tape?- Length
S B ffer Lenjth
X VVok Zone Sign Di star e
See flex 102 600 for "L', B, X", channelizing device s,-mIg values.
2. Provide a 5' wide telllporar'y pedestrian way with a maximum cross -slope
of 0. 02, except where space restrictions warrant a minimum width of 4'.
Provide a 5' x 5' passing spa" for temporary pedestrian ways less than
5' in width at intervals not to exceed 200'.
3. V/hen temporary pedestrian —Vs require curb ramps, meet the
requirements of Index 522-002. Detectable warnings are not required
for curb ramps diverting pedestrian traffic into e Jused lane.
4. The "Speeding Fines Doubled V/hen Workers Present" signs (MDT-13-06)
and "End Road Hlmk" signs (620-2), along with associated work zone sign
distances, nraV be omitted wirer the worn operation will be in ,Mace for 24
hours or less.
5. Perian destDive un st0pti on 2 may only be uen used whcalled for in the
Plans or as approved by z. Engmeer.
SYMBOLS:
® Work Area
Temporary Pedestrian by,/
■ channelizing Device (See Index 102-600)
�-+ Pedestrian LongiLuo'inal Channeli rg Device (LCD/
[p Work Zone Sign
Arrow Board
O Crash Cushion
Lane Fdentification and Direction of Traffic
6" WhiLe
Temporary Barrier
— — — — — — —
— — — —
— — — — — — — — — — — — — — — — — — — — —
— — — — — — — —..
100
Exi sting Sidewalk
x
r
x L e
X
ROA�
WORK
AHEAD
,iPEDINB FINE6
ooueao
WHEN VIDRKERs
PAESENi
) • O O
IGHT UN
CLOSED I j: O O OOO
AHEAD
END
ROAD WORK
G20-2
W20-1`
PACT-13 06
(See General
Arror+ Bo,.-+ro IAode:
W20-5 W4-2 14"ge
(See /Vote d)
Note 4J
PEDESTRIAN DIVERSION - OPTION 1
(Temporary Barrier Shown, Low Profile Barrier Similar)
6" White
— —
— — —
— —
— —
— — — —
—
— — —
— —
— — — — — —
— — — — —
— — — — — —
— —
100
r
n�i
E ''t g Sid,w elksyzz
X
sPEEDINc EiNEs
END
RonO • o o
WORK ooueao IGHT UN • o 0 0 0 o
M11 Y,'ORKIII cLOSED •j O o o O.O
AHEAD PAESENi AHEAD • O O
Il ROAD WORK
GZO-2
(See IV ote 4)
I'40T-13-06 An-- Board Meta:
W20-iF (See General W20-5 W4-2 I11erge
Not, 4J
PEDESTRIAN DIVERSION - OPTION 2
(Work Zone Speed 35 mph or Less)
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
x�
Exi stiny Sio'errIk—
ROAD �
WORK
AHEAD
I1V20-1F
PEDESTRIAN SPECIAL DETOUR
LAST DESCRIPTION:
REVISION FY 2022-23 INDEX SHEET
]]/O]/2] , F� STANDARD PLANS S IIIDEW,ILK C LOS �[JRE
102-660 2 of 2
SHEET
CONTENTS
General Notes;
Index Contents
2
General, TL-3 Guardrail - Installed Plan and Elevation
Low-5,oeed, TL-2 Guarurail - Installed Plan and Elevation
4
IV -Beam and Thrie-Hearn Panel Details
5
Post and Offset Block Details
6
Guardrail Sections - Heights and Adjacent Slopes
7
End Treatment - A,oproach Terminal Geometry, Parallel
8
End Treatment - Approach Terrninal Geometry, Curbed and Double Faced
9
End Treatment - Tralllny Anchorage
10
End Treatment - Component Details
11
End Treatnent - CGoDolleci Release Terminal (CRT) System
12
Layout for CRT System - Side Roads and Driveways
13
Approach Transition CGnneMon t0 Rigid Harrier - General, TL-3
14
Approach Transition Connection to Rigid Barrier - General, TL-3 - Curb Connections
15
Approach TransiNort CGnneMon t0 Rigid Barrier - Love -Speed, TL-2
16
Approach Transition Connection to Rigid Barrier - Low -Speed, TL-2 - Curb Connections
17
Approach Transition Connection t0 Rigid Barrier - Details
18
Approach Transition Connection to Rigid Barrier - Double Faced Guardrail
19
Layout to Rigid Barrier - Approach Ends
20
Layout to Rigid Barrier - Approach Ends with Double FacesGuardrail
Layout to Rigid Barrier - Trailing Ends
Trailing End Transition Connection to .Rigid Barrier
21
Rub Rall Details
22
Pedestrian Safety Treatment - Pipe Rail
23
Moulfleu Mount - Speclal Steel Post for Concrete SLrucl,ae Mowll;
Modified Mount - Encased Post for Shall— Mount:
Idodifieu Mount - Frangible Leave -Out for Concrete Surlace Muunl
24
Barrier Delineators - Post Mounted;
Clear Space - Reduceu Post Spacing for Haaarus;
%' Button -Head Bolt System
GENERAL NOTES:
1. INSTALLATION: Construct guardrail in aeceI nance with Specification 536.
This Index, along wirh the plans and 07l, nanufa,tr e s' drawings on the Appr-ov ee Products List (APL), is sul r-ently detailed for
insI.00tion of General Gu erail, Low -Speed Guardrail, Eno' Treatmenl assemblies, ono' their connecting options shown herein. This
11r"eCluu'e5 requirements for Shop drawing submittals unless Other "Wise specified in file plans.
2. COMPATIBILITY: The General Guardrail in this Index is based on the Midwest Guardrail System (INGS) design, with an approximate
height of 31" at [he top of Lhe Panel (2'-1" mounting height al vertical rL of Panel) anu' a midspan panel splice as shorvn on Steel 2.
Guardrail components included on the APT, which at e —npatible with this Orp'ex, tray also be i-hilieo' as 31" or INGS Guardrail.
3. STANDARD COMPONENTS. Sfanu'ard guardrail comp tents, including ,costs, panels, and bolt systems, are based on the Task Force 13
Publication: Guide to Roadside Hardware Components (http://tf73.org/Guides/componentGuide/).
4. BUTTON -HEAD BOLTS: Install Button -Head Bolts where indicated using bolts, nuts, and vrashers as defined on Sheet 24. Place
washers under nuts. Do not place washers between bolt heads anu' ,panels, except where otherwise shown in this Index.
5. HEX -HEAD BOLTS: Install Hex -Head Bolts where indicated using bolts, ,,its, ono' washers in accoroance with material properties of
Specification 967. Place washers under nuts.
6. MISCELLANEOUS ASPHALT PAVEMENT: Install 14g lscell-cuts Asphalt Pavement !+here indicated with a tolerance of + j" clepth and
in accordance with Spenfrcatron 339.
7. ADJACENT SIDEWALKS & SHARED USE PATHS: When guardrail posts are placeu' within 4'-0" of a sidewalk or shared use oath, use
umber nests, or ,e steel pests only if treated with Pipe Rail : shor+n an Sheet 22.
When timber posts are used, one of the following safety treatments is required for the Volt(,) protruding from the pack face of
the ,posts:
a. After tightening the not, trim the protruding pest bolt Flush with the rnrt and galvanize nor Spe firation 562.
b. Use post bolts 15'' -o length ano rvunter,ink the o—her ant nut het —or I" an) IV," deep into the bark tare of the post.
c. Use 15" post bolts with sleeve nuts and washers.
When End Treatment posts are within 4'-0" of a sidewalk or shared use path, steel posts are not permitted within the End
Treatment segment. Terminate the Pipe Rail outside of Ene Ti eotlnent segments, as noted oei Sheet 22.
8. NESTED W-BEAM: Whore called for in the plans, install two VV-Beam. Panels mounted flush per location, securing all panels with
B,Hun-Head Bolts threaded Ihi ugh aligned sills anu' holes. 2' ScItot-Head Bolts are permitted for panel splice localions.
9. CONNECTION TO RIGID BARRIER: The connections he Rigid Barrier in tills Index only apply to newly constructed bridge Tratflc
Raping and Concrete Ba rer o? who-e the complete 4pproach Transltim Leonectlun to Rigid Bar rer shown hy, l: can be installed
without conflicting with existing Traffic Railings, shucn,res, or approach slabs.
For connecting guardrail to existing bridge Traffic Railings, see Indexes 536-002, 521-404, anu' 521-405.
10. CONNECTION TO EXISTING GUARDRAIL Where a transition to existing guardrail at 27'' height is required, Ilnearly transition the
new guardrail height over a distance ranging from 25-0" to 31'-3". Height transitions must occur outside of End Treatment and
Approach Transition segments.
Provide an immediate transition to the required nwo,pan panel splice using the -tillable panel options on Sheet 4 (9'-4y" or-
15'-7Y" panel). Alternatively, this transition to midspan panel splice may be achieved by installing a single reduced post spacing
of 3'- 1Yc within the new guardrail, inrnrediately adjacent to the connection location.
11, PLANS CALLOUTS: Begin/End Station labels are shown throughout this Lncl- as they correspond to the station and offset callouts
specified in the ,clans.
In the plans, Begin/End Guardrail Statren rcters to fhc General TL-3 Guardrail Pay Item, and it may be abbrnriated as Begin/End
GR_ Station V/here the Low -Speed TL-2 Guardrail Pay Item is specifically required, the callout in the ,clans will then specify
3egin7End TL-2 GR. Station.
12. QUANTITY INE4SUREMEN7: III casure guardrail and correspond-9 ccmoo c,ntr as defined in Spccrfrcatron 536. The Guardrail length
- measured along the centerline of installed Panels, between the points labeled Begin/End Guardrail Station shown on the
following Index Sheets and defined in the plans (typically rne.3,urerl from the � of the panel's cost hell slots at the
approach/trailing ends).
LAST DESCRIPTION:
REVISION FY 2022-23 INDEX SHEET
11101119 F� STANDARD PLANS GUARDRAIL
536-001 ] of 24
General Post Spacing _ 6'-3-
_ I _
6'-3" _
TYp.)
(Typ.)
Post Bolt Hole,
4y'' 4r/4'
Slot, & %" a Button-
(Typ) (Ty,uJ
I/V-Beam, Post
W-Beam
Mi"lscan Panel
Hear! Bolt (Ty,n.)
W-Beam
2'' 6ll-Beam
Bolt Holes, Slots,
Panel
Lap Splice (Tyr.)
Panel
(Typ) Panel
& Y" 17 Button-
Hcad Bolts
o Button-
Spli Bolt Slots
-
2 INisc. `lead BOIL (Ty pJ
Standaru' Post rTyp.)
& N x ]J
&
Finish
Grao'e
A ,halt
(Timber Shown)
Bu Head Bolts
t
Pavement
Rt
eci
(8 egd.l iTyp.)
�
I I
IL' I
IL' I
IL' I
GENERAL GUARDRAIL
INSTALLED ELEVATION
Post Bolt Hole,
Slot, & fir' O Button- Back of
Head Bult jTy,) Post (Typ.)
Standard Post(Typ.)
(Timber Shown)
W-Beam Mids ea, Panel Offset Block (Typ.) W-Beam VV-Beam
Panel Lap Splice (Ty p.) Panel Panel
Splice Ridge Face of
(See Note 2)
Gu and r.-iil
(TYPJ (Typ.)
Direction or Traffic
INSTALLED PLAN
fp h" O Button- SI "I
Head Bolt Nom. Alen, IAl-Beam
(16' Length for Panel
Timber Post)
Back et Post
Sta,daro Post Offset
(Timber Shown) Block
INSTALLED SECTION
NOTES
1. GENERAL 1—tall the G- ,I Gua d l nfig t iher
intlicated , the plans. This may iecl,de tape eo segments if
called fur in the plans.
Use 12'-6'' or lonocr IIV-Beam Panels. A single 6-3" Panel may
be useo' at the one of the run to meet the nominal Begin/Eno'
Guardrail 5ta. requirements.
(Where a ditfering guardrail configuration is required far
constructability beyond the options shown in this Index or the
plans, obtain approval from the Engineer prior to installation.
2. I'4I05PAN PANEL LAP SPLICE: For proper structural function,
place all Lap Splices at mid,p- unless otherwise indicated.
Lap the P,els with the Sol—R-dge o rented oo ,stream of
the final Di ction of T ft, in t,e ,B est t affi lane. For
reverse la,e onditio r , olient the Sulice .Ridge I wstreanr of
fhe lane direction with the highest trattic Volume Orienting Lap
S,olices For Tem,00rary Traffic Control phasing is not required.
3. CONNECTION DETAILS Ceim-1-Ts to End Treat',enls, Aceroach
Transitions, o other segment types are cetieec, in the
Following lndex Sheets, ,4PL Drawings, or the plans.
4. W-BEAM PANEL DETAILS: See Sheet 4
5. POST & OFFSET BLOCK DETAILS: See Sheet 5
5. GUARDRAIL SECTIONS: Far Srrtinns showing typical mounting
heights, iii—ing, anolateral offsets io relation to adjacent
roadway features, see Sheet 6.
7. MODIFIED INOUNTS: Where concrete structures, concrete
sidewalk, or shallow depth conditions are encountered, see
Sheet 23 for additional post mounting options.
8. DORM ED SEGMENTS: The General Guardrail shown provides the
base configuration, including Post Spacing and s,olice locations,
for Defined Sey rnerrt rnodificatlens rV sated in the clans
and using the Guardrail Types, SecNuns,eand/or hardware as
shown in this Index (e.g. Double Faced W-Bean,, Deep Posts at
Slope Breaks, Pipe Rail, Ruo Rail, or Peduced Post Spacing for
H az,.,rd s).
GENERAL, TL-3 GUARDRAIL DETAILS
LAST DESCRIPTION:
REVISION FY 2022-23 INDEX SHEET
11/01/1.9 F� STANDARD PLANS GUARDRAIL
536 001 2 of 24
Low -Shoed Post Spacing
I
12-6' (Nd-rM Run)
C-3' (End Connection Only)
[JPt Rau Hole,
Law -Spend Guardrail End Treatment or
VV B� ea ,
& �" H Button-
Head Bolt (TyP.)
9y 4�
App oa�h T a�si Lion
Post Bolt
(Tv, (Tyr.)
V/ Beam Panel
Holes, Slots
sjo 0
h 0 Button- ITV -Beam Panel
2' Mids Panel
Pan
(9 4 z" for End
Mids Pmel
Button
Head bolt (Typ.) (]2 6 INrr)
(Typ.) I/ Lan Spl'ce (Typ.)
A
Co n'recN ons Onl))
pi
/ Lap Splice (Typ)
Head Bolts
-
_ _ _ - — _ _
_ _
��_
_ _ - -
— _ _ _ _
_ _ _ -
r-
'
' T 4 Splice Boll SIDE,
ry
Standaru' Post iTy,p.) 2'' 14isc.
Finish
& ya11V x I y,"
(Timber Shown) Asphalt
Grade
Button -Head Bolts
Pay omens
(8 Regd.) (TyPJ
zz
III
IL' I
III
IL' I
III
IL' I
LOW -SPEED GUARDRAIL
INSTALLED ELEVATION
rE Post Bolt Hale,
Slot, & %" 0 Button- Bacx of
Heed Bolt (Tyo.l Post (Ty p.)
Standaru Post (Ty,p.)
(Timber Shown) VV-Beam Panel Low -Speed Guardrail End Treatment or
Offset W-Beam Panel Mid—, Panel (9'-4V, for End Approach Transition r
Block rTyp.) (12'-6" I4io.) Lap Splice (Typ.) Connections Only)
Face of
Guard rall
(TPPJ
Direction of Traffic
INSTALLED PLAN
3" 8"
Buttons Iv m. Non,.
Head Bolt VV-Beam
(18" Lergth for Panel
Tiber Post)
Back of Pas(
Standard Post Offset
(Timber Shown)
Block
INSTALLED SECTION
NOTES
1 oENERAL: Install Ehe Loy Speed Gua d ail conf 3 at' n where
I rented in the plans Low SpeedCua ail map inclu le tapered
segments if called' for in the Plans.
Use 12'-6' or 0 eare 23-"W-BPanels for rr -rnal s, s, an n cr u e
9'-4 V, Panels fin- end connections to adjoining segments as
shown. A single 6'-3' Panel may he u. _ nn at the e of the
Lou, -Speed Guardrail run along with a single reduced 6-3' post
spacing to meet the nominal Begin/End Guardrail Sta. required.
Iwhere a differing guardrail configuration is required for
constructabil ity beyond the ow,otions shown in this index or nhe
Plans, obtain approval from Ch Engineer prior Co installation.
2, IN IDSPAN PANEL LAP SPLICE: For' ,proper structural function,
of ace all Lap Splices at midsoan unless otherwise indicated.
Lap the Panels with the Splice F-go oriented ao„nstream of the
final Dirxtion or Traffic in the nearest traffic lane. For reverse
lane conditions, orient the Splice Ridge downstream of the lane
nirenioo with tho highest traffir -lime. Orienting Lap Splires
for Temporary Traffic Contra) phasing is not required.
3. CONNECTION DETAILS: Connections to End Treatments, Approach
Transitions, or other- segment types are defined io the following
Index Shccts, APL Drawings, or the plan-
4. W-BEAI4 PANEL DETAILS: See Sheet 4
5. POST & OFFSET BLOCK DETAILS: Sec Sheet 5
6. GUARDRAIL SECTIONS: For Sections showing typical mounting
heights, grading, and lateral offsets In !,I,hon to adjacent
roadway features, see Sheet 6.
7. MODIFIED MOUNTS: Where coy _rote structures, one c rete sidowalk, or shaNow deoth conditions are encountered, see Sheet 23 for
additional post mounting options.
8. RESTRICTIONS: Low -Speed Guardrail sc9ments are not permitted
for use with items including, but not limited to, Double Faced
VV-Beam, Deep Posts aE Slone Break,,. Co,b, Pipe Pail,
and/or Rub Rail.
LOW -SPEED, TL-2 GUARDRAIL DETAILS
LAST DESCRIPTION:
REVISION FY 2022-23 INDEX SHEET
11/01/19 � F�� STANDARD PLANS GUARDRAIL
536 001 3 of 24
R-r'
[� W-eear'r
(Symmetrical)
& 2 "
Post Belt slot
R
M'
Splice Btilt
Slnt (Typ.)
0
1 hz"
fy bV-Beam 6
solire Bnrr
Slots
W-BEAM PANEL SECTION
f5ee Tcible U
4%" 4%"
(TV.) fTyp.)
2"
fp IlV-Beam (Ty,u.)
& PosL
Bolt Slots
Varies (6-3", 9'-4V2% ]2'-G', ]5'-7f", nr 25-0")
o%"x2%"
ost Balt
Slots (Typ.)
Splice Bolt Anchor Plate Bolt
Slots (Tyls Holes (Where Peyd.)
(See Note 2)
W-BEAM PANEL ELEVATION
'N' Spaces a 3-1 y"
(See Table 1)
4Vi" 4%"
Varies (3-1%" 6-3" 12'-6" or 25'-0
r Bolr
Panel Type
Number of
Spaces 'N'
Geuge
6- ' W-Beam
2
12
9'-4%" W-Beam
3
12
12'-6" W-Beam
4
12
15-7�" W-Beam
5
12
25-0" W-Beam
8
12
3'-1 f, Thrie-Bearrr
1
10
6'-3" Thrie-Beam
2
12
12-6" Thrie-Beam
4
12
25-0" Thrie-Beam
8
12
rnrie-Beam trans
2
0
rp Pose
Bolt slots
-
R- r%i 6' - - - -- -- - -- -- -- -- -- -- -
TYP.) a
Sox 2%
as -
Pt Bult Slot
R = rho Splice Bolt
(TYRJ Slots (Typ.) THRIE-BEAM PANEL ELEVATION
fy rhrie-Beam -
(SynnnetricaU
m
- -- 6 3 NOTES:
Splice Bolt 3-1 y" 3'-1'1" 1. MATERIALS:
Slot (T)p.) Use corrugated steel oanels in accordance with
4Vy" 4Va' � e2�, 4y" 4Vq, pecific h- and made from either Class A,
12 gauge steel or Class B, 10 ysuge steel a-
2" 2" ost Bolt 2'' 21, specified in the'Panel Summary Table' aboi e.
Slots (T4p.)
2. CABLE ANCHOR PLATE BOLT HOLES:
Post
C clr ae j B Cable A chor date Bolt Hales only
Bolt Slot,s -Beamh2e quire) To is ,ii,ibn of th Cable
Thrl-Beam - - - - TGOK
i A r hot Plate stoic i onSheet 9, 10, d 11.
/x
1/' stets iaV su Asti Lute for tie%' 0
- -- holes shown.
i�L '�fp tl'-Beam 6 2i/2'x1%"
2%>''x1 Vs" Splice Bolt
SiDlice BOIL SIOtS (Typ.)
Slots
THRIE-BEAM TRANSITION PANEL ELEVATION W-BEAM AND THRIE-BEAM
THRIE-BEAM PANEL SECTION (Reverse Direction Similar by Opposite Hand)
PANEL DETAILS
LAST DESCRIPTION:
REVISION ` FY 2022-23 INDEX SHEET
11101119 F�� STANDARD PLANS 4��J �IDE3�IIID
536-001 4 of 24
�3A]'0
6"
Bolt
Norn.
Hole
Na"
Yq' 0 Bolt
- —
Hole jTyp.)
o
o
Rub Rall
- -
Bolt Hole
10
(Optional)
0
ISOMETRIC
TOP
ELEVATION
a r1
TIMBER POST
(6"X8" Nominal)
E 0 0 q
BOIL IVIVOm. N
Hole
�dk
N 1
N N Rob Pall
I.
N Bolt hole
N (Optional)
N
1 %" o
N (TVp) 61 - -
N N I
ISOMETRIC
TOP
ELEVATION a° o
s r;
STEEL POST e
(W6X8.5 or W6X9)
IJom. Nom. Non,. Nom.
0x 10" fyYk'0x 18"
Button- Heart
n-
Hearl Bolt Head Bolt \\
Block SI' UV Beam
Nail �Ttp.) Panel iTyp.1
IS_ Note 51 VU-Beam W-Bean
Block Block
Stccl TimF,cr
Post Post
SECTION SECTION
b'
Block None
0 c
Bol[ Hole��o � ~-
z
PLAN
BLOCK 6,
6
No,
4Yre
Bolt
Hole
ELEVATION
W-BEAM
BLOCK
IJom.
� Ya' 0
Bolt
Hole
r^
6-
ELEVATION
T HRI E-BEAM
BLOCK
TIMBER OFFSET BLOCK
(6"X8" Nominal)
11 8, 8„
s7g 0 x 25'' Nor,. Nom. Nom.
Button-Headd E V" 0 x IB"
Bolt (See Button -
Note G) Hcad Bolts
W-Beam W-Beam
Block Block
Timber- Tin,bC
Post Post
SECTION
88
L. Nom.
Thrie-Scam
--- --- Panel (Tyi.
Thrie-Beam
Block
SECTION
el -Scan,
Panel
Block Stop- W-"earn W-Beare VV-Beam Thrie-Beam
Nail (Typ./ Panel Panel Panel Panel
(See Note 5)
PLAN PLAN PLAN PLAN
SINGLE -FACED SINGLE -FACED DOUBLE-FACED W-BEAM THRIE-BEAM
W-BEAM W-BEAM TIMBER POST TIMBER POST
STEEL POST TIMBER POST (Thrie-Beam Similar) (Steel Post Similar)
(Steel Post Similar)
BegoVEne Double-
Facce GR. St,
Eegin/End Single -
Faced OR. St,
Oouble-FaceoGuardrail Single-Facen' Guardrail
Vl-Bean,
Panel
W-Beam Block
Timber Post (Shown)
(Steel Post Similar)
W-Beam Block
vu-Bean, �FllEnd Unit
Panel (See She iD
4") PLAN
SINGLE -FACED / DOUBLE-FACED
GUARDRAIL CONNECTION
NOTES
1. STANDARD POSTS: Where Standard Posts are calleo' for in this
Index, use either a Timber Post or Steel Post at the LengM,'L'
s loon for Sta ma { Pot U e a Ingle po t sate ial type
co,sistentIV per- each un of guarr ail DPIV where spec Pied in
the li-s, u e the Deeu Pot L for Slope B Bak Cunditwi?s as
shown on Sheet o.
2. OFFSET BLOCKS: For each Panel ty,ue, install the coirespondinq
Oftset Block type as shown. Fbc General, TL-3 (Single Faced)
31,ortan I Transitions only, use the 1'-6" Thrie-Beare Block (See
Sheet 13).
3. BOLT HOLES: YG' 0 Bolt Holes shown In ,posts within this Index
,ay be substituted with 1&" 0 Bolt Holes.
d. DOUBLE FACED GUARDRAIL: Orienl Post Balls vvith Lhe
Button -Head locates on the side nearest the traffic lane. The
bolt's threader portion mi is not pertted to extend beyonr j" fro,,
the face of the tightened nut; trim the threaded portion as
needed and galvanize in accordance with 5pen1ication 562.
5. BLOCK STOP -NAIL: Drive one nail per Standard Offset Block as
-snon o ant Blork rta otion. Use steel 3�" Type 16d nails
e
withw toreSTIN rvA153 hot-oip galvanization. For steel posts, drive the
non through the unused flange Bolt Hole and bend the non so its
head contacts Lhe flange.
6. INATER[ALS: Use timber and sleet Hosts and offset blocks in
accordance with Specification gb7. Composite offset blocks nay
be subsliluled as auoroved on the APL. Use a single offset block
type consistently per each run of guaro'rail. Steel offset blocks
are only per itted for INooif , Thrie Bean,.
POST AND OFFSET BLOCK DETAILS
LAST DESCRIPTION:
REVISION FY 2022-23 INDEX SHEET
11101119 F� STANDARD PLANS GUARDRAIL
536-001 5 of 24
fp Panel
2 =. Finish Grad,
T)r)
W -BEAM
panel
Panel
2 ^
0
Face of
G,Iar o'rail
6 2 6'
1w1,
1i/" Iwin.
Slope
Break
1:70 Max. Front Slnpe
(1:2 Max.)
2" 1✓lisc. Asphalt
Pa'L (1: 10 IN",
TYPICAL GRADING &
PAVT. PLACEMENT DETAIL
(See Note 2)
DOUBLE FACED
W -BEAM
Panel [r Panel
THRIE-BEAM
DOUBLE FACED
THRIE-BEAM
GUARDRAIL TYPES - MOUNTING HEIGHTS & POST DEPTHS
Face of
Gar oral)
Pi,oe Rail
P t (110 �waalr (Rcgd. fo SIee1
(Fu 5u rou1wax) Posts ,tr devvalks
Conu ate, nd, a or Shereo Use Paths
Frangible Leave -Out 4' from Post)
per Sheet 23) (See Sheet 22)
7" Iwin Concrete
Sesevlalk
TYPICAL SIDEWALK DETAIL
(Work with Other
Sections as Reqd.)
GUARDRAIL SECTIONS - TYPICAL
Face of
C rb F. of
O nr 5'' G -ard rail
(See Note 5)
Panel
Lp Of �z
Got ter
2" 1'4isc. Asphalt
Pavt. 11:10 Max.J
ADJACENT TO CURB
(Type F Curb Shown)
� Pose &
Panel Slope
Break
r Front Slope
(1.2 I'4ax.)
O
O ^
T7mber
Deep
Post
SLOPE BREAK CONDITION
TIMBER DEEP POST
Faye of
Curb Face of
'Lateral Guardrail
OffscC
Cy Panel
0 Max.
T'M,c. Asphalt
Pavt. 1.10 Max.)
BEHIND CURB
(Type F Curb Shown)
GUARDRAIL SECTIONS - CURB & GUTTER
Face Of Face Of Face Of
Guardrail Guardrail Guardrail
Edge of 'Lateral Offset' Eo'ge of 'Lateral OffsetEdge of 'Lateral OffseC
Traffic Lanc Traffic Lane Traffic Lanc
2'-0" 2_6, 6'' 2'-6"
I'4in. Min. Min. Min.
[ Panel
Shldr. Pav t' Shldr. Pout.
2" M4 2" Misc.
Asphalt Pavt Asphalt Pavt. Shoulder Gutter 2" Misc.
Asphalt Pavt.
UNPAVED OR PARTIALLY
PAVED SHOULDER
FULLY PAVED SHOULDER
GUARDRAIL HEIGHT SUMMARY TABLE:
Type:
Min. Depth 'D':
Mounting Height 'H':
Post Length 'L':
W-Beam
(Single oho' Double Faced)
Thri e-Beam
(5ingle ono' Double Faced)
3'-1 U"
]'-9"
6-6'
Ti ,,er Deeo Post
4'-10"
See Abor e
7-6
Stool St col Dc,p Post
6'-4'
S , Abor,
9-0
SHOULDER GUTTER
GUARDRAIL SECTIONS - SHOULDE
10101S7
I. GUARDRAIL SECTIONS: Construct Sections as indicated in the plans. Th, details
shov/n herein de,oict W-Beam Guardrail, but are a,uphcahle to the other defined
Guardrail Types placed at the corresponding height 'H'. Use components per -
Sheets 4 & 5. Steel and timber post types arc interchangeable unless
otherwise defined. The 1:10 Maxcross slope howo is Memaxi-urn slope
permitted fur proper guards l funct'on, but p o)ect �oecific cross slope
requirements are governed by additional design criteria, per the plans.
2. TYPICAL GR'DIVG & PAVEIq ENT P' CEMENT DETAIL' Construct featur,s as
depicted exc„ot where su oerceeed by --fie Guardrail Sections or the plans.
Place the 54— Brea a I'4inir,un; cf 2' behind the ppost. Fur D,Cp Posts, the
,lop, break n, be Place cl at the � Post it ith the 2'' N stall aneou.; As,oh It
P,-ienent omitted.
� ,Post &
E Panel Slope
Break
r Front Slope
(1:2 INax.)
oa
Steel
Pust
SLOPE BREAK CONDITION
STEEL DEEP POST
Back of
Gutter Fare oY
Gc and rail
Mi Mr,.
Panel
i
2" 1'4isc.
Asphalt Pavt.
ADJACENT TO
SHOULDER GUTTER
Face of
Guardrail
Edge of 'Lateral Offset' S-O"
Traffic Lane
Van6"
R' 14'e) rMin.) R11 Pail
(Required for
Median Slopes
Shldr. Pant. Greater than 1.10)
(See Sheet 21)
6 /Nor
2'' Misc. lMedfan 5/op')
Asphalt Pavt.
DOUBLE FACED GUARDRAIL
(Shown In Median)
3. SLOPE BREAK CONDITION: Install Deep Posts only where called for in the
plans. Deep Posts are only permitted where post spacing is 6' er less.
4. LATERAL OFFSETS: The Lateral Offsets shown are governed by the station
and offset call outs for- Face of Guardrail, as shown in the plans.
5, ADJACENT TO CURB °Ir_e the Face of Cuard-d consistently offset either -
flush w th t,c Face of Cub or 5" ben d the Face of Curb, a ,die t,d by
the plans station an' offset callolit For offset changes, transition the Face
Of Guardrail a, shown in the plans.
GUARDRAIL SECTIONS
LAST DESCRIPTION:
REVISION FY 2022-23 NDEX SHEET
]1101120 F� STANDARD PLANS GUARDRAIL
�53'6-001� 6 of 24
Edge of 2" Misc.
Asphalt Pavt.
(See Note 5)
Approach Terminal,
Begin/Enrl
Guardrail Sta.,
N fL Post (1)
Fro,[ Since Break 1.10 (1 T
--- ]0_ cal Front Slop
2" Wise. A It Pal, [. _ _ _ _ — — — — — Ypr
p a e Brea'r)
Face of
G- al I
Go-dr,I
eF
(see Note 2) N (4)� (3)� _ (2) (7)
General Guardrail Midspan (m,pact Head
Splice Far,of Guardrail (Sec Note 4)
(See Note 2) Location
Length of End Treatment 'LE' (Tp p.) 53'-7'fi" (TL-3, General)
40'-7Y7" iTL-2, Low -Speed)
APPROACH TERMINAL ASSEMBLY
'PARALLEL' TYPE - PLAN VIEW
Projected Face of
General Guardrail
Edge a' Varies 6-p"
Traffic Lane Front
Slope
6" 2'-6" Break
"' INisc.
Asphalt Pav,
.
SECTION AT POST (1)
WITH UNPAVED SHOULDER
Projected Face of
General Guardrail
Edge of Varies
Traffic Lane Front
Slope
2'-0" 2'-6" Break
Shl o'r.
Pavt.
Asphal[ Pav[.
SECTION AT POST (1)
WITH FULLY PAVED SHOULDER
Direction of Traffic
NOTES
I. INSTALLATION: Locate Approach Terminals where called for in the plans,
with the Post (1) ¢ placed at the Begin/End Guardrail Station indicated in
the plans.
The Plan Vier+ s shown herein are schematic only, ,showing hasic geometry
for Approach Terminals listed on the APL. The predefined Length of End
Treatment, 'LE', includes the ,proprietary ,portion of various Approach
Terminal; and to ides for more consistent planning of assembly
u rr_to'lotion, across the differing Approach Terminal types.
Forward-anchorinq style Approach Terminals may wary from the planner)
lengths shown by up to 3'-0".
Construct Approach Terminals as shown in the APT and in accordance with
the manufacturer's unique drawing details, procedures, and specifications.
Install posts c ordo ce 'th In, �anufactG e s d pings The Special
P t, Short 2 I. I g Sdor,al Steel Post,,I Posts,
F g Yl Le p t of p Itt d th tl Abo each Terminal
-
s g t unless otherwise - II l for in the plans.
Align panel lop splices in accordance ii 't r the rca cfo t ref, drawings,
rragirlle.s of the Drectrn- of trait
I tall ar,'ja__nt grading qijtt,ry, apm/hr curbing ae Town hereurr.
2. GENEPAL GUARDRAIL.: General Guardrail typically includes Panels andPost
Spacing as shown on Sheet 2, including parallel and tapered segments.
Approach Tr�ansi tinny, Law -Speed Gua (rail, or Reduced Past Spacing
Guardrail segments may be substituted for the General Guardrail shown
herein If indicated In the plans.
3. APPROACH TERMINAL TEST LEVEL : Install either a Test Level 3 (TL-3) or
Test Level 2 (TL-2) Approach Terminal a ecifie in the plans. TL-3
Approach Terminals map substitute for TL 2 Approach Terminals unless the
substitution is so", fica11, prohibited in the plans. TL-2 Approach
Terminals may not substitute for TL-3 installations.
4. IMPACT HEAD END DELINEATOR: Apply Yellow Prtroretlective Sheeting to
the nose of the Eno' Terrnlnal in a¢ord'ance with Specification 536.
5. 2" MISCELLANEOUS ASPHALT PAVEI1ENT: The Plan View depicts the
Unpaved Shoulder condition. For Fully Paved Shoulder and Shoulder Gutter
onditions, extend the 2" I'4- Asphalt P net as shown in the
corresponding 'Section it Post (1)' details belouu.
The 2" Misc. Asphalt Pavement shown upstream of Post (Il may be
substituted' with a different pavement type where called' for in the Plans.
6. CLEAP, AREA P,EOUIP,EMENT: Do not place any it —anent aboveground
installations r, thin the area, shown -th 1:10 maximum grading. For the
finished condition. keep this anon free of all aboveground obstructions,
including dense vegetation and hrees.
7. 'CURBED' AND 'DOUBLE FACED' GUARDR4fL SEGINENTS: See Sheet H
Projected Face of
General Guardrail
Edge of Varies 6'-0"
Traffic Lane Front
Slope
6" 2'-6' Break
/ Shldr.
/ Pavt.
k —\
3�, I'visc.
Shoulder Gutter 7 Asphalt Pav t.
SECTION AT POST (1)
WITH SHOULDER GUTTER
END TREATMENT -
APPROACH TERMINAL
GEOMETRY - PARALLEL
LAST DESCRIPTION:
REVISION ` FY 2022-23 INDEX SHEET
11101120 F� STANDARD PLANS GUARDRAIL
536-001 7 of 24
Apprh. Terminal,
Begil in/Eno'
GuardraSta.,
Guardrail height Taper
Edge of 2'' Mis[. Asphalt Pavt
& ¢ Post (1)
(1T-E" Linear Transition)
(See Note 4)
F ont Sloe Brea'
I
__
7r10
_ (lo TYprca/ Front
—
slop e Break)
Faca or
2 Misr
As-- Pav— -----------------------
---�
�en,r,;
Co" rdrarl
(S,e Note 2) \
,G
N
!) !) _ 12)
!7 ) Ipact He
(See Note 6)
Face of Face of
Ty- E
w
Curti Transition
Type E Curb ardrail
-6 (Or it r)
z
Cttrb Transition
(If Apnlic,Tl e)
r1f Anpl -cabl)
(See Note 2)
25'-0" Tap, Lergtb
(See Net, 2)
cal Guardrail
L nit Type E
(Sec Note 3)
L' ,it Type E
C-b P.egd.
Curb Req d.
of End Tr aatment 'LE' I 53'-1 y" (TL-3, General)
40'-7112" (TL-2, Low-Sp-1)
APPROACH TERMINAL ASSEMBLY Direcrion of rrarfiL
'CURBED' SEGMENT - PLAN ViEW
Apprh. Terminal,
Begin/End
Guardrail
4
Post (1)
Face of Edce of 2 INisc. = 2 li4- Ps It
p c
B h-Guardrail Asp taR Pavt. = Pav t. (1:10 Iwax.)
(4) (3) (2) (1)
w
r Face of Er,V ga of 2" Misr. - = Dnunle FaceA Lm,oact Head
16 Guardrail Asph-It Pavt. Approach Terminal (Flat or
Rounded)
Gener al Guardrail f5ee Note 6)
Double Fac.J
of End Tr,ahnent'LE 53'-14" (TL-3, General)
APPROACH TERMINAL ASSEMBLY
DOUBLE FACED' SEGMENT - PLAN VIEW
Face of
Guardrail Face oY
Curb
ar—
Front 2'-6" T
Break INa Q Panel
i
2" Misc. Asphalt
alit (110 Max.J Type E Curti (Only)
'CURBED' SECTION A -A
(Height, 'H', Measured from
Misc. Asphalt Pavt.)
Fac, of
Guardrail
Edge of Varies Varies
Traffic Lane Erg, of
6' 6" Traffic Lane
Flo
Slid,. Shldr.
Pavt. Pavt.
2" Misc. Asphalt
Pavt. (1: 10 I'4axf
'DOUBLE FACED' SECTION B-B
(1:10 Slope or Flatter Reqd.)
NOTES:
1. GENERAL. See IV utes 1 01,e gh 3 of Sheet 7
2 CURBED SEbMENTS: Tyoe E crb rs eyuir ' viithm the
I nits sho.� r When a d Ire rt cc b type called for
o tsid, of the Type E c b I'mits t—Illllerl t're n'b
shape linearly, ever- a nun gal -nt ig 5 0' to
3. TAPER LENGTH: For Curbed Segments, te— the
guardrail away from the roadway where shod to Glace
the inside edge of the Impact he,, at 5" behind the
, race of lhcurb. WT,re ,o' lition �l lateral orrset is
eymr d to tit the Approach The rni ial Assembli
I a d re I as a so I nlat nlac th , Impact H eao'
a lose t the b s tr r r lw rep lbws. Brut to
, ee,eu 2' 0 from lh, far., of curb.
4. GUARDRAIL HEIGHT TAPER: For Curbed Segments, the
connecting General Guardrail INowning H,ight,'H', is
typically measured from the Li,o of Gutter (Se, Sheet 6
Guardrail Sell-11, 'Adjacent to Curb'), while Ih, Bid
Terminal Assembly 'H' is rneasuree from the I'41sc.
Asphalt Pavt (see Section -A). Linearly taper the
dWrer,nce in Mounting Height over a minimum length of
starting where indicated herein.
5. DOUBLE FACED SEGMENT: Connect to Double Faced
General Guardrail. Use consistent Posts and Offset Block
types as specified in the APT drawings over the antic,
Length of Bid Treatnrent, 'LE. Posts and Offset Blocks in
lh, adjoining General Guardrail segm,nt may be
different from those inside of the 'LE. A change in post
type bet —el ti rber ar i steel is o,r,ott,d, meo'i,t,ly
outside of the LEse7meit.
1'4ainMm the 1 10 maxi nu grading as s1,,— i r Section
B-B throughout segment'LE'. Where required, transition
to differing adjacent slopes linearly, over a minimum
longitudinal length of 25'-0"
6. II'4PACT HEAD END DELINEATOR: Apply Yellow
ReOul eflectwe Sheeting to the nose of the End Terminal
in accordance with Specification 536.
7. CLEAR AREA REQUIREMENT: Do not place any permanent
aboveground installations within the areas shown with
1:10 maximum grading. For the finished condition, keep
this area free et all abovegraund obstructions, including
dense vegetation and hees.
8. 2" I'4 lSCELLANEDUS Ao1HALT PAVEMENT: The 2'' Misc.
Asphalt Pavement shown upstream of Post (1) may be
substituted with a different ,pavement type where called
for iir the Plans.
9. SINGLE FACED 'PARALLEL SEGMENTS: See Sheet 7
END TREATMENT -
APPROACH TERMINAL GEOMETRY
CURBED AND DOUBLE FACED
LAST DESCRIPTION:
REVISION FY 2022-23 INDEX SHEET
11101119 F� STANDARD PLANS 4��J 1�IDE3�IIID
536-001 8 of 24
Trailing Anchor.
& Be9iVEnd
C, ardrall sta.
6'-O" Iq- Asphalt Pa,/E. Extoosueu
Flared, Rounded, or
Buffer End Unii
rE W-Scam, Post Solt Slots, &
O Button -Herod Bolts
End Delie-O or
lsee Note 6)
2" Mi
fL Short Timber Brkwy. Post
& Steal Tu be Foundation
Length of Trailing Anchorage, 'LT' = 9'-4%' General Guards/1
0 x 1%,' 8utton-
i Head 8oR (TypJ Cable Anchor
Plate Pssemd1,
I �
_
Cable
Hex Jam
_
Short Timher Brkwy. Post
Assembly
Nut System
GrounU
Sec Post &Cable Mount
57ruts Short Timber
(2 Rep J Brkvty. Post
Detail fSheet ]0)
\\�\�
iA \
7\\� \�
sc. Asphalt. Pavt.
'k D x 10"
Hex -Head Bolts (1 Regd_)
(Washers
Each Face, 2 �RegdJ
Steel Tube
StcN Tuhc
Foundation
Foundation
Direction of Traffic
INSTALLED ELEVATION
IN -Beano Pana1
(9-4F" Panel Shown, Niupp c
Splr Panr_I
15'-7f" Panel Optional) p Standard Post
- W, N x lU" Finish Grade
Hex -Heal Bolt
Sj 0 x 10" Hex -Heed Bolts (1 P,Cryd_)
(Washers Each Face, 2 Regd.)
Button -Head BDIC
short Timber Brkwr. Past ¢ %' 0 x 10"ee
ion Button-Hd Bole
& Stl Tube ou be Fndatea
ree
¢ Short Timber Brkwy.
& Stl Tube un Fodatio
Post
n
6 O
Hex Jain
Brkuvy. Terrni nal
Ground Nut Systen
Post Sleeve
Struts Cable Anchur
Hex Jan1
l2 Regd.) Plate Assembly
Not System
ry
- Cable Assembly
- -
Steel Tube
I✓ Edye Of
Flared -,I'd
II
Foundation
ITVPJ
2 INrsc.
rtrf SIT I?
e ..v ..... ...... ...
As rhalt
(5 e IV ute 5J
[„
Pa it.
I;V Se.m Fare Of G,-1, nil
SINGLE
FACE TRAILING ANCHORAGE
INSTALLED PLAN
4 s/" O x 25''
E-- � Short Ti nbe Bi kvvy. Post
4 9" O x 25''
Short T''nbe - Brkvv
y. Post
Button-h'ead Bolt
& Steel Tube F000datian
Button-l—d Bolt,
& 51-1 T be Foundation
W-Beam
Face Of Guardrail
-
Cable Assembly -
Offset Block
(Typ.)
fh,x
Cble Anchor
Hex Jan,
- -
Steel Tube
Plate Assembly
Nut System
Founa. N-
(Typ.Il
Edge Qf
V 2" INisc.
Buffereeve
End Unit
GrounG Strn�ts (2 P.e p
o r
I�I
As,rhalt
-
Pavr
UV -Beam
Face 0f Guardrail
DOUBLE FACE TRAILING ANCHORAGE
INSTALLED PLAN
NOTES:
1. COMPONENT DETAILS: Far additional component
details-, See Skeet I0.
2. END UNITS: Use materials for eno units — definea'
in SPecirications Section 967. End Units are rererred
to as "End or Buffer Sections" in AASHTO 14180.
Lap the Flared End Unit behind the VV-Beam; Ian the
R unded J Buffer Enc Unit- er the face of
the Ir/-Bea n.
3 FOUNDATIONS : In,4,11 Steel Tubes bl either of Lhe
following iiiethads:
a. Excavate, backrill, ono' mmnac[ rraierial to nravide
full Passive soil resistance to the surface of the
Tube.
L. Drive the Tube using a dummy Iimber post If
prevouL o'annage tO the Breakaway Post.
4. GENERAL GUARDRAIL General Guarorail typically
nc1�o'es Panel, and Past Spanog as sh-1, on Sheet
2, i ncluui ny parallel and tapered sayems.
Transitions, Low -Speed Guaro'rai 1, ar Reduced Post
Spacing Guardrail segments may be substituted for
the General Guardrail shown herein it ino'icated in
the dians.
5 SIDEWALK REQUIREMENTS. III, s'oe Iks are
Io ated aril ant to the End Tre tnre,t install a
Ro To'ed End Unit (Rrod End U t not nerr Yted for
,ie Cos )
b END DELINEATOR: Ir70u rt retrorefle ti4e sheeting to
t,e app posh face of the E-nd Unit I, a—,Fance with
Spec'ficalion Sections 536 aria967.
4%"4 V2" 2"
f5ynn_) -
ELEVATION 'hi.'x1 �;' Slots
(Typ.) 18 Regd.)
o�
2- 4
PLAN
= FLARED END UNIT
7y" 8%" 2''
a -
E ((TSyY p nn.)(%4 -' ELEVATION
RSClgodts.)
�o
PLAN
ROUNDED END UNIT
7%"I
I I
E (Sy m.) =
/, x1%' Slots (TIP.)
ELEVATION (4 Ragd. Ea. 5/dc)
I
(Sync.)
�Q
PLAN
BUFFER END UNIT
END TREATMENT - TRAILING ANCHORAGE
LAST DESCRIPTION:
REVISION ` FY 2022-23 INDEX SHEET
11101120 F� STANDARD PLANS GUARDRAIL
536-001 9 of 24
p,
8,
0 Pn't
Bolt Hole'
�' �
0 Soil
Plat
Holes
LISS Rect.
8"X6 XX'"
(See Note 2)
Y"x2" Slot (TypJ
ELEVATION (Typ.)
C3x5 Steel
Channel
SECTION
9g' Steel
Plate
Bolt
Hole
4 8
SECTION
BEARING PLATE
1" 0 x 7" Cable St-1 -
Full Thread Galvanized 5%' 21yo" 7"
Swage Fitting a
Pr Galvarizeo Cable (6x79)
Sw age Coln ctei To Anchor Studs
CABLE ASSEMBLY
GROUND srRur 2 4„ >� �;'�nle
4' He
le
2" NP5 Schedule 40 1 1 35' M Y" P b_
Shaee0 <Xoles (TYPJ l ^
ped Stl Platy4"
e ( g Xg' Hul, Jv ,ye 79
(16'x12/r;'xX F'J 2
ELEVATION SECTION-- -
STEEL TUBE FOUNDATION ELEVATION SECTION
ELEVATION SECTION
BREAKAWAY TERMINAL CABLE ANCHOR PLATE
5'/2" (+o,-b,°) 7 '' POST SLEEVE
Xd' 0 x IHex Hcad
Ij W-Benin Bolt (Thru Pre-
Xa'x2%' = Fabricated Holes) (8 Regd.) W-Beam
SlotJ— Not
�- ® (lb ®
Catle Sy't,m I
1 t"d Hole A—bl/ — —i — hey
0 cable Stub'
VI -Beam And
Hex -head Solt Anchor Plate
2Xe" 0 Systen' (8 Regd.) --
Post bVasher- (2" OD.,
Sleeve o 1&" ID, X6,' Thick) Steel End Plate
Hole _ %" Steel Plate ]"
Steel End Plate To Anchor Steel End Plate CL. Cable Assembly &
/^ 0 = = 2y" Plate Edge (Three Side,) yU� 1'/,y' 0 cable Stud Holc
Foundation � �
Bult Hole N
ELEVATION SECTION
STEEL END PLATE CABLE ANCHOR PLATE ASSEMBLY
ELEVATION SECTION Steel Tube Foundation
SHORT TIMBER BREAKAWAY POST 2 - Plate NOTES:
(6°X8° Nom.) StoP-Nails Short Timber- 1, INSTALLATION: Use components as shown on Sheets 9 & 11.
(See Nut4/'
3) Brkwy. Post
2. MATERIALS: Use steel plates, channels, anrd Cable AssensbII- in accordance with Specification 967.
Bearing PUse Short Timber Breakaway Posts and Steel Tube Foundations in accordance with Specification 536.
%" Steel Plat, erkry V. Tenrinal
Hex Jar, Nut SPost Sleeve Use Hex Nuts, Hex Jam NUPs, and /Vashers in accordance with the AASh'TO-AGC-ARTBI Cuicle to
0 Standaro-d Barrier- Hardware vidth Eiglish unit eGui valnts of components FNX24a and FWC24a,
Two �Li- Nuts nay be used for the Hex Jam Nut SystemHol, IPo LSleve_& Sho7 Timber Assembly3 PLPTE STOP -NAILS: Top dent rotation of the Bearing Plate, clrii c steel 2�" Type 8d nals with
Brkwy Post 4ST14 4153 hot-dp4. CABLE ANCHOR. PLATE ASSEMBLY INSTALLATION: Mount to tie per, fabricated Cool, Anchor Plat, Bolt
Holes the W-Bea Panel, as siouvn on Sheet 4. These p-0 hole- -'e only p tted for this
F—? Tub, Cabl, Anc ror Plate A sembly applca'ion.
/"x Foundation
Hex Head Bolt 5. SOIL PLATE BOLT hOLE(S): For Tra'1'eg Ancrorage inst allaL'o �s as shorn on 5h-i 9, the trvo bolt
2-g hol,s horn —y be -bstituteo v -th a single bolt hole located at till tube c,nt, Ali ie
SECTION ELEVATION
SOIL PLATE POST & CABLE MOUNT ASSEMBLY END TREATMENT
COMPONENT DETAILS
LAST DESCRIPTION:
REVISION FY 2022-23 INDEX SHEET
]]/O]/]9 F� STANDARD PLANS GUARDRAIL536 001 10 of 24
� Post INount Cap, Short Timber
Brkwy. Post, & Steel Tube Foundation
6-V IHlsc. Asphalt PavL Extension
P-t '4OLlnt CdiD
0 x 7 %" Button -Head Bolt (Typ.)
Buffer End Unit
tE IN -Beam, Post Bolt Slots,
IS 0 Butten-Head Bolts
EnaDeliner ato
(Sec Not, 7)
-' Short Timber Brkivy. Pnst —
see Post & table Ir1ount
Deta I (Sheet 10)
77/\\7�
2" 11isr.
Asphalt.
Pavt.
Steel Tube
Foundation —
LRT End Ti-eahvient &
Begin/End Guardrail Sta.
15'-7F" W-Beam Panel
[i Short Timber Brkwy. Post
Cx Steel Tube Foundation
6-
6' '
"O x 1Y"
r+ex-Head Bolt � 7�0 �
& Rxt Washer Cable Anchor., 0 x ]0"
(Sec Note 5)-� Plate Assembly , Button -Head Bolt
Cable
Hex J.— Nut
Assembly
systen (T7p.)
1
arized Steel
U Bu1L Cabl
Chits S 4y" Sp.
1_D. Grip
PatterT)
Soil Plate
(On Tube 4i
tial Cable Par
Assembl y
(see Net, 4)
Transverse
Cable Stud
J
6lount
Steel Tube -
10" Hex-H,ad
Bolts
Foundation
2 Regd.)
j Washers Each
Face, 4 Reg d.)
INSTALLED ELEVATION
Short Timber
lyr Brkuvy. Post
Soil Plate
(On Tube [r/
�," 0 x 10" Hex -Head Bolts
(2 RegdJ
(Washers Each Face, 4
Short Timber Brkwy. Post, Post
Mount Cap, & Steel Tube Foundation
�" 0 x 1%"
Button -Head Bolt CL ShorP Timber Brkwy. Post �
/ II x I"'
eu tton-Hear) Bolt
_ -�I
& Steel Tube Foundation
(Nu Washer)
0 x ]%" Button -
Butter End Unit
Hcad Bolt (Ty p.) Partial Cable
(Bend to Fit)
(8 Rcgd. Per Splice) Assembly
Special End Shoe (See Note 4)
Short Timber
Post
Brkuvy. Post
Mount
Insiu'e Steel
Cap
�n
Tube Fdo. `
---
cable Anchor
(Typ.J
Edge Of
21 lilisc.
--- -_
Cable Asscm. plate Assem.
't - -
Asphalt
------
-
o a t
e
- - - - - -
" 0 x 1 r/'' Hex -Head
Face Of
Soil Plate (T p.) —1
IIl -Beam Bolt & Rect. IlVashcr- J
Guardrail
INSTALLED PLAN
CRT END TREATMENT ASSEMBLI
NOTES:
1. INSTALLATION: Use with CRT Systems as required on Sheet 12.
2. COMPONENT DETAILS: For additional component details, See Sheet 10 & 12. For the Rectangular
INashcr detail, see Shoot 24.
3. MATERIALS: Use steel End Shoes, Plates, Tubes, and pipes in accordance with Specification 9C.
4. P4RTIAL CABLE ASSENBLV: The Partial Cable Gssembly is s ,il to the Cable Assembly defined
on Sheet 10, except with a 9'-T total length and the Swage Fitting and Cable Stud omitted from
Feed the Cable Stun' through the Cable Stud Help of the Tra -r, Cable Stud I1eu t a sheiin,
and secure it with the 4ex Jam Nlut System m oefined on Sheet 10.
I'4ntch Line
(See Sheet 12)
i CRT S/stem
(see Sheet 12)
� Hiusp i Panel
ap Splice
CRT Post
(See Sheet 12)
3 4" A'' 2"
x" 0 Hole
ja'x21," Post m
Bolt slat
-jc�'x3" Slot
ITyp./(B R,grIJ
2 6
ELEVATION
�l
PLAN
SPECIAL END SHOE
5. SPECIAL END SHOE MOUNT: Punch a %," 0 hole in the W-Beam Panel a- n ceded to -.re e the
Special End Shoe with the Vu" 0 Hex -Head Bolt. Galvanize hole per Specification 562.
6- FOUNDATIONS Install Stool Tubes with attached Soil Plates by ci thcr of the tolloviing method,:
.a. Excavate, backfill, and compact material to ,provide full passive soil resistance to all
surfaces of the tube and soil plate.
b- Drive the ;tool tube and soil plate as a single unit using a dummy timber post to prevent
damage to the b-eakaway post.
7. END DELINEATOR: Mount retro etlecDve sheeting to the approach face of the Butter End Unit in
actor dance m th Specitications 536 and V67.
Post Cap 6 Steel Plate
Panel Bolt Hole (72,4'x4l,")
4— -
�" 0 Panel -
Bolt Hole
10'' NPS Sch. 40
ELEVATION
4" Steel
Plate & Pipe
Il
10' NPS Sch. 40 Steel Plate
0 Panel Belt Hnlr_ (72'x4"xijj�')
Steel Plate & Pipe /0
PLAN
steel Plate fp Post & Post Cap
12"x 4"xs/ ")
W-Beam Panel
�CL%' Ox I/,
- Button -Head Bolt
(No IlVashcr)
Short Timber
Brkwy. Post
INSTALLED SECTION
POST MOUNT CAP
Trans. Cable Stud Ir1ount
¢ Square Steel Tube,
steel Plate, & yq
1 %6' 0 cable Stud Hole 7)� Bolt Hole
Square Steel Tube Steel Tube
(8, Foundation
ELEVATION
Square Steel Tube
(8"x2h"x24"x%") / %" Bnit Hole
Trans. Cable I/
Stud uNbunt
Steel Tube
Fe-dat,en
Steel Plate to>
Steel Tube V
squ�,St sr„I rene,�
Steel Plate, & Steel Plate
1 %E' 0 cable Stud Hole (2y"x211,"xra")
PLAN
TRANSVERSE CABLE
STUD MOUNT
END TREATMENT -
CONTROLLED RELEASE
TERMINAL (CRT) SYSTEM
LAST DESCRIPTION:
REVISION FY 2022-23 INDEX SHEET
]]/O]/]9 F� STANDARD PLANS 4��J1�IDE3�IIID
536-001 11 of 24
Principle Roadway (Typ.)
Berr by/End CPT
On,it Bolt g,-4'/C'' B Ft4. Sta.
(See Note S) VV-Beans
P ane� Panel General Guardrail
s
fey
0
H �'q Sf andard -
Post 6
Offset rho" p
v-
v Idly. dear Are, Ll mlt,
0
L = 25'-O"
PIM-an Panel Splice (Typ.)
C c_
- CRT Post (6, 6'-3" Sp.
(TypJ (5 RepoJ _
8 FOOT RADIUS
CRT SYSTEM
PLAN VIEW
BCgi IEnd CRT
9'-41'' 16 Ft. R. St,.
VV-Beam
Panel General Guardl"all
a p(k51
be
Q,Q ,
oQ Standard -
�r �s- Post 6
--� Offset Block p
Min. Clear Area Limits
L = 30'-0"
Watch Line
Match One
(CRT Sys Lem
(CRT System
Plan View)
Plan View)
Face of
Guardrail
— _
Face of
Guardrail
_
-
CRT
p
CRT
Post
Post
- -
CRT Eno'
Treatment
CRT End
o w
no
& Begin/E'
Treatment
Guardrail Sta.
Assembly
(See Sheet 11)
CONTINUING
OPTION
END TREATMENT OPTION
CONNECTING DETAIL
Ididspan Panel Splice (Typ.)
CRT Post rU; 6'-3" Sr
(TYp.) (6 Rood.)
16 FOOT RADIUS
CRT SYSTEM
PLAN VIEW
BCgii yEnA CRT
9'-4V," 24 Ft. R. Sta.
W-Beam
Panel General Guardrail
0
�t
� Standaro'
o� Post 6
hr Orrset Block N
2p. II
I'4in. Clear Area Limits
I = 40'-0" 1
CRT SYSTEM SUMMARY TABLE:
Midspan Panel Splice (TVpJ
CRT Post � 6-3" Sp
(TYPJ (8 Requ'.)
24 FOOT RADIUS
CRT SYSTEM
PLAN VIEW
RETURN
LENGTH OF
QUANTITY OF
AREA CLEAR
RADIUS
SHOP -BENT
CRT POSTS
OF HAZARDS
(FT.)
PANEL(S) (FT.)
'L' x 'W' (FT.)
8
12.5
5
25 x 15
16
25.0
6
30 x 15
24
37.5
8
40 x 20
32
50.0
1O
50 x 20
NOTES:
1. INSTALLATION: Construct the specified racial, layout and Connecting Detail option as shown in the plans.
2. MIN C� E4R AREA: Keep the area behind slue CRT',-,, of fixed objects rn o'Cu n Vg'ed h a ds within the We Cie -Are, Om'ts
shown Maintain a slope not'teeper than 1:10 ter a minimum 2 behi v, the posts, and ,alntain a slope not steeper thin 1.2 beycnd 2
from the posts.
3. APPROACH GRADING: Idarnt— grading on the roadway side of the guardrail Lace at a maxrmun, slope of 1J0.
4, MATERIALS: For CRT Posts, use T tuber Post material ie accordance with Speciti Duh 967. Use steel ,panels and haro'ware in
accordance With SpecrPicaNce 967.
5. BOLT OIVTSSION: For the 8 Foot Radius CRT System only, no not place a panel -to -,post mount bolt at the center CRT Post (omit the
Button -Head Bolt only at the location show nJ.
6. SHOP -BENT PANELS: Install Shoo -Bent panels) r+ here indicated using 12'-0" or 25'-0" W-Beam Panels. Splice at post locations within
the CRT r 01— using the General Configuration of �," 0 Button-HeadBolts (8 rega'. per splice).
7. 6ENERPL GUPRDRAIL: General Guardrail ty,picallp includes Panels and Past Spacing as shovin on Sheet 2, including parallel and ta,oereo'
segments. Approach Transitions, Low -Speed Guardrail, or Reo'uced Post Spacing Guardrail segments may be substituted for the General
Guardrail shown herein if indicated in the ,plans.
LAST DESCRIPTION:
REVISION
11101119 w
FDOTT FY 2022 23
ap� STANDARD PLANS
BCrrIn7Esd CPT
9'-4�2" 32 Ft. R. Sta.
vv Beam
Panel General Guardrail
w(5
Q e°
n Sand and
�L\ PO,t 6
\o Offset Block _N
y
111m Clear Area Limits
1 = 50'-0" 1
Midspan Pagel Sncc, (Typ)
CRT Post @ 6-3" Sp.
(Typ.) 00 Regd)
32 FOOT RADIUS
CRT SYSTEM
PLAN VIEW
a7a.O Face of0
Bolt Hole Guardrail
f) V4+-Beam Panel
S sV" 0 x 10"
., ., Button -Head Bolt
Cr 3%" ry ry
0 Hole 1:10 Ma,.
Finish
Asphalt y
_ = Grade Pa' L
iMin.)
3y" Hole
(TypJ
CRT Post
_I
CRT POST ELEVATION CRT INSTALLED SECTION
(6"x8" Nom. Timber)
LAYOUT FOR CONTROLLED
RELEASE TERMINAL (CRT) SYSTEMS -
SIDE ROADS AND DRIVEWAYS
GUARDRAIL
INDEX SHEET
536-001 ]2 of 24
TL-3 Apprh. Trans. &
Begi nIEnd Guardrail Sta
begin/End Rigid
Direction
of Traffic
� Splice
barrier Sta.
Rectangular Wash-
'LA
Length of Approach Transition - 30'-7yj' (TL-3)
a
(Over P-nel Face)
(Tyo) (12 P,egd.)
Rigs Barrrer
]2' 6 Th ie-Bean
Panel iNest i�
6'-3" Thr ie Beam Tra nsi ti un Panel /2-6 W Bear(r Panel (IJestedi
o ae"al Gua" ail
(Si glc-Slope Thn,-Bctor�
(]2
Gzu, c)
(]0 G ugc)
(72 GaUgc)
G App o ch
\I
Shape Shown) TI�
7y"
]7h"
Button fl— Bolts
Th re Beam Offset Block
JI B am
Te final A--e bly
( opt Mount) fT/pJ
With 1'-6" h'ei glut (Typ.)
(See Note 6)
011set Block
(TTpJ
(Per the PI„n5)
° "' o
off'
Constant Slope
Begin Trans.
(vancs by End
of Curb
Trans. Option)
End Trans.
Curb Top
(5cc Note 4)
of Curb
_ 7��
ce o 1,9 en wrh
s_-
Cork, Lrp
I is & Ya" D 2"
4ex-Head 60 �
_-
- _-
-��
---- -i_-
� Curh Bnttnm
_-
_
___--------
f P q ton-Heaa
ark, Ll,u and/or
(See Sheet 17) Bolts (Tyr.)
'Wish Grade Elevation
(Varies by End
Transition Option)
(See Note 4)
Standard Post (Typ.)s''i I
Post Spacing _ 5 Sp. @ 7'-6Ma'
- - 4 Sp. �t 3-1 V," - -
2 Sp- a_k 6'-3"
TL-3 APPROACH TRANSITION
INSTALLED ELEVATION
TL-3 Anprh. Trans. &
Begin/End Guardrail St,.
Mpio' Barrier A B�
V161FAMI
Parallel Guardrail (Offset Parallel to Traffic
2LI -1 '/,"
Edge of 2"lil-
As,ohalt Pavt.
Standard Offset Block (Typ.)
Pnst(Ty P.J (See Note 6) back of
� R Bid e r
Ri !d Barrier rr er
g hldr Lne Alignment Curu
EndI
ansiti on (See Note 7)
(See Note 5)
41 41
1. TNSTALLATTON: Consh-uct the Approach Transition segment where indicated In the
plans. For example Layouts showing the Approach Tran,N-Ts fit among other
br uadrall segments, see Sheet 79.
For existing bridge connection options, see Indexes 536-002, 527-404, and 527-405.
2_ SECTION VIEIAIS & DETAILS' For cross sections and data0,,-4,rmt, the barrier
mounting hardware, nrrb transition, adjacent grading, and installation cm—simrs,
see Sheet 17.
3. GUARDRAIL TAPER: The connecting guardrail may require a different lateral offset if
shown in the plans- At the location shown hcrcin, taper the guardrail to the
connecting guardrail offset. If the adjacent guardrail segment has the same offset
as the Approach Transition segm-n , then no taper is required.
Face of
GUarclrI
(See Note 6)
Curb Lip
41
TL-3 APPROACH TRANSITION
INSTALLED PLAN
9 4F C Urb T ansition
("lush Shoulder Option Shovvn, See Note 4)
4. END TR4NSTTION OF CURB OPTIONS: The Plan and Elevation views depict an example
Curb Transition to Flush Shoulder from Section D-D to E-E, but this hansi ti on may
rzgulre a different shape depending on the Endransi Ttlon option shown In the plans
(Either a'Shoulder Gutter' OptiOn','Raised Curb Option', or 'Flush Shoulder Option').
See Sheet 74 for additional curb options and Sheet 17 for curb shape details.
5- RIGID BARRIER END TRAIVSFTIGN: Taper- the Rigid Barrier toe as shown_ sac
Concrete Barrier, Index 521-001, and Traffic Railing, Indexes 521-422 and 521-428,
for a'etails,
6. OFFSET BLOCKS: For Thrie-Beam post locations wI thln the Length of Approach
Transition segment, use the Timber Offset Blocks with 1'-6' height shown on Shcct 5_
For the ivvidspan of the Thrie-Beam Transition Panel and for all other- IA/ -Beam
locations shown herein, use the W-Beam Offset Blocks with 1'-2' height.
Ta,uer to Guardrail Offset Per the Plans
(If Required) (1:75 M-) (See Note 3)
Flush Shor lder iShownT
(Fur Curb Lon rec(ion
OPE on" See Noie 4)
Direction of Traffic
7. OFFSET: The required offset difference beM-, the Face of Guardrail and Rigid
Barrier Shoulder Line is Considered negligible and may not be shk- in the guardrail
offset guardrail_
in the Ilan' A consistent guardrail offset deviation of u,u to 4 inches
outsid
e of the Rigid Barrier Shoulder Line is permitted over the length 'LA'
S. GENERAL GUARDRAIL General Guardrail typically includes Panels and Post Spacing as
shown on Sheet 2, including parallel and tapered segments- Approach Terminals,
Low -Speed Guardrail, cr Reduced Post Sp-mq Guardrail segments may be
substituted for the General Guardrail shown herein if indicated in the plans.
APPROACH TRANSITION CONNECTION
TO RIGID BARRIER - GENERAL, TL-3
LAST DESCRTPTTON:
REVISION FY 2022-23 INDEX SHEET
11101119 F� STANDARD PLANS GUARDRAIL
536 001 1
3 of 24
'LA' Length of Apprh Tna—h— = 30'-7?," (TL-3)
TL-3 Apprh.
(Son Nee, 31
Trans. &
Bagin7End
Parallel Guardrail
Tapering Guardrail (1: 15 Ilax.)
Parallel Guardrail
Guardrail Ste.
23�_I��
(See Sheet 6, "Adjacent
to Shoulder Gutter")
7y
Addrtional offset
Edge of 2ivisc_
Block (Ty,o.l
Asphalt P,, L
Edge of 2" 14isc. (ft ApW—blel =
Asphalt Pa,t. -
F
10" (Alin.)
N
B
Curb T-er
8— of Curb (Linear)
m
;�
eazk of �
Shldr. Gutter -
P, i gid
Curb Lip Face of 6uaru'ra0
Rigid B„arner =
-
Barricr
Shldr. Line
ry
A 8
D
Curb Tzper
(Linear)
Curb Gp.
F
(Front of
Shldr. Gutter))
Alignment Nrb
Curb Transition
Shoulder G.iE"
TL-3 APPROACH TRANSITIONDirection
of Traffic
WITH 'SHOULDER GUTTER'
CONNECTION - PLAN VIEW
TL-3 Apprh.
Trans. &
'LA' Lenrth of A. oach Trans hen = 30'-7y (TL-3)
Fpr" a'
Begin/End
(She Nee, 31
Guardrail Sta.
Parallel Guardrail
Tapering Guardrail (1:15 1'46x.)
Parallel Guardrail
28'-1'6"
(See Sheet 6, "Adjacent to CurU')
7�„
Edge of 2" 14isc
Edge of 2' It1isc.
Asphalt 1-t.
Asphalt Pevt.Is
A B
G
t
eac< of curb arrb raper
ienear)
iN
�'
------------
N N N
Rigid
Barrier
Curb Li,o Face of Guardrail
Bark of Curb N
Curb Lip
B
D
G
(Fr "t of
Type F Cw b)
Alignment Curb
Curb Transition
Tyj, F Curb
9.-4 i
TL-3 APPROACH TRANSITION
Direction of Tr-affi,
NOTES:
WITH 'TYPE F CURB'
CONNECTION - PLAN VIEW
1. GENERAL: See the e,Nplicablu notes end details on Sheet 13.
2. SECTION VIEWS & DETAILS: For cross sections and details,
including the barrier mounting hardware, curb transition,
arljacent grading, and installation rlimensinns, sae Sheet 17.
3. ELEVATION VIEW: For post and panel instal l,ation details
wirhiee the elevation View on sneer 1 The urb
dfffcr
APPROACH TRANSITION CONNECTION
will dcpcndi rrg on curb optn ioreryuircd.
details l
TO RIGID BARRIER - GENERAL, TL-3
CURB CONNECTIONS
2022-23
INDEX
SHEET
ERELASTODESCRIPTION:FY
F�
GUARDRAIIL,
w
STANDARD PLANS
536-001
14 of 24
TL-2 Apprh. Trans.
& Beyin/End
Guardrail Sta.
� Splice
Rectangular Washer
(Over Panel Fare)
(Tvp) (12 R od
Rijid e rier
(s ngle Slope ThTe e Ri
shape sh un)
1 Connector
Beyin/End Rigid
earner- Sr.
'LA' Length of Approach Transition - 21'-31,' (TL-2)
3'-1% Th re Bean 6-3' Thrie-Beam Transition Panel ]Z'-6" W-Beam Panel
(]0 oauge) (]U Gauge) (12 Gauge)
BuLLon-Head Bolts
(Post Mount) (Typ./
----I Direction of Traffic
Low -Seed
ara ra I
4pi0 OGCh
final Assembly
IT
e dais)
Cons[ant Slope
Vl-Beam
Beyin Trans.
(Varies by End
Offset Block
of Curb
Trans. Option)
End Trans.
Curb Top
(see NOLe 4)
of Curb
Splice Hale s',
Plignne rt L.�rG �i' Cr rb Lo
r,
Hex -Head Bolts
& Y" O x 21,
Curb Bgttu r
ITVPJ (5 Requ'J
Bcttcrr Heaa
Curb Lio and/or
(See Sheet 17)
Bolts (Typ.)
Finish Grade Elevation
(Varies by End
Transition Option)
(See Note 47
Standard
Post (TypJ-- F
Post Soacinq
3 Sp. LN 3'-1 �12"
2 Sp. 6-3"
TL-2 Apprh. Trans.
& eegmTEnd
Gu ardr ail sta.
Riyid Barrier A I
7%"
Ri id 4 Barr-ier-
End Transition
(see Note 5)
TL-2 APPROACH TRANSITION
INSTALLED ELEVATION
Parallel Guardrail (Dftset Parallel to Traffic Lane)
Edge of 2" Hl,.
Asphalt PM
C __D�
Back of Standard
�, Curb Post (Typ.)
Rig,id Earn er 9'-4%" Curb Transition
7j
y Alignment Curb Sertion
Shl dr. Line ('Flush shoulder Option' Shown, see Nate 4)
(See Note 6)
curb lip
TL-2 APPROACH TRANSITION
INSTALLED PLAN
Taper to Guardrail Offset Per the Plans
(It Required) (1A0 Hot.) (See Note 3)
Flush Shoulder (Sfrnwn)
(For Curb Connection
Options, See Note 4l
Direction of Traffic
NOTES:
1. IN5TALLATI0N: Construct the Approach Transition segment
where indicated in the plans. For e ample Layouts
showing the A,oproacch Transition's fit among on4er
guardrail segments, see sheet 19.
For existing bridge connection options, see Indexes
536-002. 521-404. and 521-405.
2 SECTION VIEWS & DETAILS F t, rI
d tails, i-ludiny the barrier .� t ry —Ivv,re. curb
transition, adjacent grading, and Installation dimensions,
see Sheet 17.
3 GUARDRAIL TAPER: The nectiny gear dr ail - y quire
a different lateral offset f shovvn n the pla rs. At the
location indicated ,herein, taper the guardrail to h/o
ecti nq guardrail offset. If the adjacent guardral
segment has the same offset as the Approach Transition
segment, then no taper is required.
4. END TRANSITION OF CURB OPTIONS: The Plan and
Elevation views depict an example Curb Transition to
Flush Shoulder from Section D-D to E-E, but this
transition may require a different shape depeno'iny on the
End Transition opLi on shovvn in the plans rElEher a
'Shoulder Gutter Option','Rai sod Curb Option', or 'Flush
Sheni-i- Ontion'). See Stree[ 16 for ao'dr t Tonal curb
options ood Sheet 17 for curb s;ha,ne details.
5. RIGID SARPHER END TRANSITION. Taper Lb, R. ]-gio' Barrier
toe as shovvn. See Concrete Barrier, Index 52001, and
Traffic Railing, Inde.e 521-422 one 521-428' for, ls.
6. OFFSET: The required offset difference betuveen the Face
of Guardrail and Rigio' Barrier Shoulder Line is
considered negligible and may not be shown in the
guarorzi of fseL ca"a, in Lhe plans. A consistent
guar0' ail offset deviation of un to 4 inches outsi of
Lhe Rigid Barrier Shoulder Line is permiLLed 'over [he
I eng Lh 'LA'.
7 GENERAL GUAPDRAIL bi,ncr,l Gua d a l Lyp,ally cl des
a cols an Post Spa mg Ls how r o r S /Bet 2
pa vallaI a r 1-_1, s y nells. Apu oa h Ter r rals
To -Speed "ei- o Red ced Po L Si, c rg G drail
segments 1 " o } be su bsttuted for t'ire General Gc, drail
shown herein if indicated in Lhe plans.
APPROACH TRANSITION CONNECTION
TO RIGID BARRIER - LOW -SPEED, TL-2
LAST DESCRIPTION:
REVISION FY 2022-23 INDEX SHEET
11/01/1.9 F� STANDARD PLANS 4��J �IDE3�IIID
536-001 15 of 24
'LA' Length of Approach Transition = 2V 3%" (TL-2)
TL-2 Approach (See IVOLe 3)
Trans. & Parallel Guardrail
Begin)End
Guardrail Sta. 78'-9"
Additional Offset
7y" Block (TYp)
Edge of 2" INisc. (It Applicable) _
Asphalt Pavt F
8 � Cnrb Taper
Back of Curb (Linear)
ti
Rigid Curb Lip Fa cc of Guardrail
A,
r 8 D Curb Taper
/�� I (Linear) F
Alignment Curb Curb Transition
8'- 9V," 9'-4Z,
Tapering Guardrail (]:10 INax.) Parallel Guardrail
(see Sheet A,"Adjace
In Shoulder GuiLer'y
Edge df 2" INisc.
Asphalt Pavt.
m� Back of � -
Shldr_ GutYor -
Pigid Barrier = a�
Shl Or. Line
Curb Lip
(Front ur
shlo'r. Gutter)
Shoulder Gutter
TL-2 APPROACH TRANSITION Direction ofTrrffr
WITH 'SHOULDER GUTTER'
CONNECTION - PLAN VIEW
TL-2 Approach
Trans. & A' Length of Approach Transition = 2P-3V,'
(TL-2)
Begin/End
Guardrail Sta.
(See NULe 3)
Parallel Guardrail
Tapering Guardrail (1: 1,1 I'4a,
Parallel Guardrail
7 Vq"
78'-9"
(Sec Snect G, "Adj accnt to Curb")
Edge of 2t INisc.
Edge of 2" Ml—
P
Asphalt avt.
Asphalt POvC.
f I e
G
Back of Curb
Curb Taper
N
(L/neal")
-------------
Rigid
Curb Lip Face of Guardrail
Back of Curb
-
earrier
Curb Lip
B
D
G
Fri, f
Tppe F Curbb)
Alignment Curb
Curb Transition
Type F Curb
8'- 91/n" 9'-4F"
TL-2 APPROACH TRANSITION
Direation ,rTrarfic
NOTES:
WITH 'TYPE F CURB'
CONNECTION - PLAN VIEW
1. GENERAL: See the applicable notes end details on Sheet 15.
2. SECTION VIEWS & DETAILS. For cross sections and details,
including the ba ricr mounting hardware, curb transition,
arljacent prading, and installation dimensions, sae Sheet 17.
3. ELEVATION VIEW: For post and panel installation details
within'LAee , the elevation view on sheet 1 The urb
dfffcr
APPROACH TRANSITION CONNECTION
details will dcpcndi rrg on curb option reryuircd.
TO RIGID BARRIER - LOW -SPEED, TL-2
CURB CONNECTIONS
LAST
DESCRIPTION:
FY 2022-23
INDEX
SHEET
REVISION
F��
GUARDRAIL
11/01/19
STANDARD PLANS
536-001
16 of 24
16 P g'd ea -'
He o BoI (S hgle Slop
4�
& ] 0 Hole., Tr alfrc Oar ll hr
L,'ier rnila`'j
`3
So L. �Srov
Si
'
0 Bolt
%"x2h" Post Holt
fSee eoe al
Note 5)to
ck Pia
Holes
_ Slot (T%p) (2 Regd)
(5 Rego'.)rxl2"xs/")
f2 P,op,I
-
- - - �
&'NOTE
splice
Terminal
Connectrcj
(TYP.) (7 Regd.J (TyP) f12 Reed)
;#."h
ELEVATIONt
tor"
a Flat
Jstt—I
Back Face)
10 Galrge
SECTION A
PLAN
-A
RIGID BARRIER TERMINAL
THRIE-BEAM TERMINAL
CONNECTOR MOUNT
CONNECTOR DETAIL
,NUTE: Fir I anions rrirnm 4'-0" of .,
sidevralk or shared use oath, trim bolts down
[o within w, oI LighLpnd nut Deform exposed
[Breach File down sha, r edges and butts.
Rigid' Barrier
Thr'i e- Tr,ri e-Slope
Par el 61auwec Corner g
Ir
�rete
r Sn lar)
Curb
Shoulder Lip o, TUr of Curb (Typ.)
(1:10 Max..
Back of Curb (Ty,uJ
Align with ease
Alignment Curb t Cono-ete
Rigid earner
SECTION B-B
BEGIN ALIGNMENT CURB
(Mate to Rigid Barrier)
2'-6"
iIV-Beam
noel
Corr,
Shoulder Lip
(7:10 Max_)
zh° 2 Misa.
Flatt ned Asnhalt PavL
AI'g,ne" Lu b (1r70 1'4ax.)
(T mi ,atin9
5-tiun)
SECTION E-E
END TRANSITION
FLUSH SHOULDER OPTION
2 ni 4„ 4,
2" 4''
JJLL�� ro
]° Ho0( Bolt
le Typ.) p-p^
steel FILLER PLATE
BACK PLATE
Illatch 51ope of
Adjoining TraffiC 6' R = %j' (Ty I,
Railing F—
(Top Corners)
�L
Single -Slope Barr ier� 2'-1"
-
Concrete
(See Note 9)
F-Shape ear-rier 2'-pys°
ALIGNMENT CURB
SECTION
Alignment Curb
Begin Transition
(Section D-0l
FLUSH SHOULDER OPTION � End Face
End Transition
(Section E-E)
Alignment Curh
Begin Transitiun
(Section D-D)
2'-6" 2'-6"
ra Thrin- rE W-Beam
Beare o
Panel Offset Block rc1 Offset
('-6' Height Block Block rTyp) SHOULDER GUTTER sh-0 - Gurrcr
CLIP
fur General, TL-3 Curb - Cross Section
5 boulder Lip -- ppoadh Tr ans., Shoulder Lip OPTION
(1.10 INax.) 5, rrn Da bed) (7 10 10 ax.) -
- Encl Transition
(Section F-F)
IV-
2 h4sphalt Part Zhu Asnhalt Part.
Alignment Curb (]ALI I'4ax.) Alignment Curb (I 10 Max.) Alignment Curb
SECTION C-C
ALIGNMENT CURB
(Intermediate)
SECTION D-D
BEGIN TRANSITION
(End Alignment Curb)
-0" ,_6"
rk au -Beam � w-Bean,
Panel qo'd itional Panel
Uffser
emrk
Shoulder CLp Shoulder Curib :-
ry rShldr (1:10 INax.J P 2'' I'4-
Line 2'' 1'4isc. Asphalt Pavt.
ASohalt Pavt. (]: 10 INax.)
(1: 10 INax.)
1" (Single -Slope) 3/2 (s-kyle-Slnpej
Shoulder butter 2'fz (F Shape) (Typ F Shone) 5 (F Shape)
SECTION F-F SECTION G-G
END TRANSITION END TRANSITION
SHOULDER GUTTER OPTION RAISED CURB OPTION
CURB TYPICAL SECTIONS
Begin Transition
(Section D-Dl
F-
`i' for
F-Shape
Barrier
Raised Curb
RAISED CURB OPTION cross Section
(Type F Shovr n)
End Transition
(Section G-G)
CURB TRANSITION ISOMETRIC VIEWS
NOTES:
1. PLAN AND ELEVATION VIEWS: Work with Sheets 13 thru 16.
2. END TRANSITION OF CURB OPTION: Install one of the three End Transition types shown
er Section E-E as indicated by the plans.
3. GRADING BEHIND POSTS: Place Slope Break a Min. 2'-O" behind the post, per Sheet 6.
4. MATERIALS & CONSTRUCTION. Construct the concrete Aligning Curb and Curb transition
accordance vrirh Specification 520. Use steel Plates and Thric-Beam Terninal
Connectors m -c ornanre with Snecification 967.
APPROACH TRANSITION CONNECTION - DETAILS
LAST DESCRIPTION:
REVISION FY 2022-23 INDEX SHEET
]1101120 F� STANDARD PLANS 4��J 1�IDE3AIIID
536-001 17 of 24
Ppproach Trans. &
Bcgi nlEpd Double rE Splice
Fared Guardrail Sta.
4 Splice Holes
& 1," 0 x 1 /„ 6_3
Button-Head Hex -Head Bafts
Bolts (TypJ (Barrier Mount) (TIP.)
Begin/End Rigid
Barrier Sta.
25'-0" Thrie-Beam
Panel (12 Gauge)
6-3"
12-6" Thrie-Beam Panel (Approach 51de 0
(12 Gauge) (Nested with 25'-0" Panel)
Tri mrred Srd. 1/1
11 /��
Offset Block
[r He,e-Head Bolts
(Post Hount) (Tvp.)
'LA' Length of Approach Transi [i on = 30'-7%y"
Double Faced
6-3" Thrie-Beam Transition 12'-6" Vi-Beam Panel (Nested) General Guardrail
(10 Gauge) (12 Gauge) Gr End Treatment
iPer the Plans)
iu-Bean,
Gft,et Block
ow
A
A�
I I ■ii■n■n■n■n■nee®N®��A
E
%" 0 x 15"
Rigid Barrier Barrier
End Traiu.� 3-0"
Hex -Heap' Bolls
(Median
(Tapered Toc)
Ty,o.) (5 RegdJ
Barrier Shove n,
j See Note 2)
Traffic Railing
similar)
5t1no'ard Post (T1'P.)--,
Pose Spacing
5 Sp. ra 1, r61 r r r 4 Sp. C 3'-1 %"
TL-3 DOUBLE FACED APPROACH TRANSITION
INSTALLED ELEVATION
Guardrail Offset Parallel to Traffic Lane = 27'-6%"
Rigs Ba ier
T -neo Sto'.
Standard Offset =
Q Edye of 2" INisc. Face of
P -r' SI own
Offset
Post (Typ.) Block (Typ.)
Asphalt Pavt. Guardrail
Traffic Railing Similar)
Block (Ty..)
2 Si). r,-, 6-3" r
Taper to Guardrail Offset Per the Plans
(11 Required) i 1:15 M—) (See Note 1)
Direction of Traffic
Edge of 2" Ali,, . Face of 2'' hisc.
Direction of Traffic Asphalt Pavr. Gear mail A-hah
Concrete
NOTES: TL-3 DOUBLE FACED APPROACH TRANSITION
1. INSTALLAT?N: Cersn-uct me Approach INSTALLED PLAN Type G-G Trimmed
Transition segment where indicated in the Type F-F Trimmed Srd. Offset Block (Tvp.)
plans. The required offset of the std. Offset Block (Typ.)
corrnecti ng adjacent guardrail is shown in ", 0 fk %" 0 x (SteelTPosr A1ignmbq ent
the mans. soft 26' (Timber Posts) Width as Reqd.)
The Layout given on sheet 20 provides a Holes 4" 54"" 4" Q �" 0 x 24'' or 24" (SCeel Posts)
basic scheme for connections ro adjacent (TV P'I I" —'I I"-1 Button -Head Bolts Button -Head Balfs
s. I rl t _ t iffrrirq
g d ril ff - t iy b q - ed H, the > Thrie-B -rrn --- - TI B -n'i -
a Ijac nr gua ora I has the same offset _ ~ _ _ - ~ _ p eel ;Vested panel Nested
th Ap ch T an i — _egme of then _ - _ L - (Tr- l rhr o-ecam (T - r- _ rnrlc ecan
re taper is regoi red ^ Sue) -- - Panel Sio' ) Panel
(App?roach (A,opr oar �
2. THRIE-BEAT,1 TEP,I'IINAL CONNECTOR: See Side) Side)
Sheet 17 for Details. The installed bolt',
threaded portion is not der muted to rdodian Rigid I'4edian Rigid Barrier End
extend beyond y4" from the face of the 1/„ Barrier Barrier- T—r—I,vn (Trip.)
nut trim the threaded portion as needed r (Each Face)
and galvanize m accm-dence with
specir-Nen 562. TYPE F-F TYPE G-G TYPE F-F TYPE G-G SECTION F-F SECTION G-G
3. GENERAL GOARDR4IL: General Guardrail SECTION SECTION SECTION SECTION
typca illy includes Panels antios Pt
Spacing as shown on Sheet 2, including
parallel and tapered segments. End TRIMMED STD. OFFSET BLOCKS TRIMMED STD. OFFSET BLOCKS
n-eatinents m- -ed, re, mci Post spacing TIMBER POST ALIGNMENT WIDTH STEEL POST ALIGNMENT WIDTH
Guardrail seyr'Rap substituted
for the General Guardrail shown herein if
indicated in the Plan,. APPROACH TRANSITION CONNECTION TO
RIGID BARRIER WITH DOUBLE FACED GUARDRAIL
REVISION `LAST DESCRIPTION: FY 2022-23 INDEX SHEET
11101119 1 F�� STANDARD PLANS GUARD[i�IIID
536-001 18 of 24
DII"e CCl plt Of TI"dtflC DII"e CN c, Of TratflC
J Edge of Tra —Lane----------------------------------------------(-- I'Yed- (2-VV— Vo Median)
------------------ ——————————————————————————————————
Begin/End Rigid Begin/End
Barrier Sta. Guardrail Sta.
P"gid Barrier 'LA' Length of Approach Transition General (or Low -Sneed) Guardrail Segment Per the Plans (If Required) 'LE Length of End Treatment
(See Note 2)
Shoulder Line
Sh polder Li nc�
Linearlane,.— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
f
— — — — — — — — — — — — — — — — — — — —
Faee oY Guardrail
—
Rigid
Barrier
Approach Trans. 6eginJEnd Taper Seyment Approachh
& Begin/Era' Taper St.. (rf Applicable) Begin/End Terminal
Guardrail Sta. Taper- St,.
TYPE A APPROACH TO RIGID BARRIER - PLAN VIEW
MEDIAN OR OUTSIDE SHOULDERS
(Mirror Horiz. and/or Vert. for Opposite
Direction and/or Side of Road)
--ge o Traffic Lane /� Direction of Trafflc
------------------ . Ed f Tr iffr
------------------------------------- — — — — — —
Begin/End Rigid Begin/Evil Eeg i n/End Double
Barrier St.. Taper 5ta. Faced Cuardrail Sta.
Std. Guarch- i Trans.
Rigid Bar-ricr 'LA' Length of Approach Transition Crossover Segment Per the Plans To Crash Cushion
(If PpolicaSl e)
Shoulder- Line _S,'roulder Line
_____________________ _(Sea Ind ax 544-001)___
Match Line
Rigid Linear Ta. er Face of Guardrail End Tr'eaLmeni
Flareo' End Unit
� Barrier
(See Note 6J (Option 1)
6 Slope Begin/Enrl
_ Guard Apprh. Trans. IY'L Taper Sta. Face of Guardrail
C.C.
See s Begin/End
Note 8) Double Faceo' End Double Faced
uuardr ail SLa. Panels Requ'.
'LD' Length of Double Faced Guardrail Panels
Median Bc /End
Rigid grn sBer in/Fnd Double
Barrier Taper Sta. Faced Guardrail Sta.
Taper Segment 'LELength of End Treatment
Shoulder Line (Double Faced)
Dh-ection of TrarricF—� TYPE B APPROACH TO RIGID BARRIER - PLAN VIEW
CROSSOVER GUARDRAIL FOR MEDIAN SHOULDERS ONLY mat, Line
DUAL BRIDGE APPROACH CONFIGURATION End rreatmenr
(Option 2)
Double Faced
(Mirror Horiz. and Vert. for Opposite Direction) Appr—hTerr—1
Face nt
V[i Beam NOTES:
Bridge Q Panel &
Abutment 3'-0" S-6" E' A m Button- I. INSTALLATION: The Plan Views shown are schematic only, showing example geornetrr ror connecting 6. LENGTH OF DOUBLE FACED GUARDP,ALL PANELS,'LD' (FOP, TYPE B APPP,OACH): Ternvi-E, the Double
Slope (Berm) HeBolt guardrail segments including taper locations and Double Faced Guardrail reguirements as annlicabl e. Faced Guardrail navels as shown (based upon the 3D` line measured from the ,hazard on the onposi to
Break Work this Shaet with the plans, where stationing and offsets for Begin/End Guardrail, Begin/Eno' Rigid sip'e of the median). Extend the panel segment longer than the dimension 'LD' as needed for the
INedian Sorrier, and Begin/End Taper are specified. For existing bridge layouts, see Index 536-092, 521-404, Panel's end Bolt Slot to align with a post Bolt hole.
N and 521-405.
Install a Flared End unit where shown, as derineo' on Sheet 9.
Std. Post & 2" 1✓lisc. Asphalt 2. GENERAL (OR LOW SPEED) GUARDRALL SEUIYENT: Constrict this segnient if shovvr in the plats. For the
Offset Block PavL. (]:70 INax.) case r're this Begmutt', offset differs from the Approach Trans boll offset, linearly taper the 7. END TREATMENT OPTIONS (FOR TYPE 8 & C APPROACH): For Dor ble Faceo' apolicat ors. use either' a
guarora-I betweeo the Begin/End Taper Stations and offsets as specified in the plans. Double Faced Approach Terminal Ass—bly per Sheet 8 or a Cras�r Cushion per Index 544-001. For
Bit per Ooburr, meet N'e 1:10 - j...T grading r vents for Appr uacfr T irnals .s ouur un Sheet
For th shortest icnyOr case or a direct -o rnectio r b ' 'en Lhe End Treatment ano' the Approach 8.
SECTION H-H Trans7on, this seen of may be ointted us shci,vn lo the plans.
BRIDGE ABUTMENT 8. SLOPE GUARD: Phere indicaleo' in the plans, install a Guardrail segrrbuC between brio'ge approaches
3. S rate the an rca e Approach -.nsstron ass own per an offset from the bridge a utnents S o e Break s srowr Install posts at the en e t s ots o the
SLOPE GUARD , p pp g p a
- in the pla rs. m betwee
Sheets 13 thru ]h. where callcu Yur Tel systenr Use post s,ua�i ry of e the ] h ur b / - / a
pa he heed, a t4 rmr e�tly
(Between Bridges) Sin
l must
is
r , r n
bar c s e sys cm nay also be Ic N—nirb to fit b/ s a o or - r Unit, as defined on
4. LENGTH OF END TREAT14ENT LE: Install the Approach Terminal End Treatment as shown per Sheet 7 Sheet 9.
er 8, vvhere called rot in the plans. Use Lhe corresponding APT drawings for construction details.
LAYOUT TO RIGID BARRIER
5 CROSSOVER GUARDRAIL (FOR TYPE B APPROACH) Install the Crds—er segment tapering linearly "um
Eh, Begin raper sta ano ' onset to the End raper sta. ano ' prrset as s,oecir,cd in the plans. APPROACH ENDS
LAST
OZ DESCRIPTION:
FY 2022-23
INDEX
SHEET
REVISION
`
F�
GUARDRAIL
]]/O]/]9
w
STANDARD PLANS
536-001
19 of 24
� Direction of Traffic
Etg
- - - - - - - - - - - - - - - - - - - - - - - - - - -
of Traffic Lane
BeginIErtl Rigid Begin/End Double
BEni SLa. Faced Guardrail Sr,.
SLd. Guarcrail Trans.
Rigid Barrier 'LA' Length of Approach Transition General (or Loii-Speed) Guardrail Segment Per the Plans (If Required) To Crash Cushion
Rigid (If Applicable)
Face of Guardrail Shoulder Llne (See Index 544-001)
Barn er --- Linear /apex----------- --- -------------------------
C.C.
Begin/End
Taper Sta.
Apprh. Trans.
& BcairvEnd
Double Faced Direction of Traffic
Guardrail sta.
NOTES:
1. 5ee the applicable (Votes on Sheet Io.
Fare f Grardrail
(If Applicable) L Begin/End
Taper Sta.
TYPE C APPROACH TO RIGID BARRIER - DOUBLE FACED GUARDRAIL
PLAN VIEW - MEDIAN SHOULDERS ONLY
(Mirror Horiz. and Vert. for Opposite Direction)
Direction of Traffic
Edge
of Traftic Lane
Begin/End Rigid
Begin/End
Guardrail SLa.
Barrier Sta
Rigid Barrier-
'LC
General (or Low -Speed) Guardrail
Segment Per the Plans (If Required) 'LT'
Trailing
Con.
Linc ..
Trailing
Anchorage
---
--------- _ _ _ _ _
rnear Fader
_ _ _ _ _ _ _ _Shoulder
_ _ _ _
F— of Guardrail
------
----
Rigib
earner
T railing Tr art s.
Begin/End
Taper SegrenI
Begiri/End Trailing Anchorage
6 Begrrh/Ene
Taper" Sta.
IIf ApiDllCabl e)
Taper Sta. (FlarEd Enna ll nit 5%10uvn,
Guardrail Sta.
Round End Unii Similar')
TYPE D TRAILING CONNECTION FROM RIGID BARRIER
PLAN VIEW - MEDIAN OR OUTSIDE SHOULDER
(Mirror Horiz. and/or Vert. for Opposite
Direction and/or Side of Road)
NOTES
7. See tic applicable Notes on sheet 79.
2. LENGTH OF TRAILING AN(J GRAGE, 'LT': Install the Trailing Anchorage as shown on
5heet 9, wicre called fm- in the plans.
3. THRIE-BEAIq TERI'4INAL CGPINECTOR: Install connector and bolts as shown on sheet 17.
4. RIGID BARRIER SINGLE SLOPE END FACE: Sec Concrete Barrier (Nall, fod- 521-001,
and Traffic Railing, Indexes 527-422 and 521-423, for details -
Narch L
End Treatment
(Option ])
o Double
Faced Guardrail Sta.
.d Gu
Typical Section
'LELength of End Treatment
(If Applicable)
(Double Faced)
Double
(see Sheet
6)
Faced
Approach
Terminal
Mar- L
End Treatment
(GPCidn 2)
Rigid Barrier
(Single -Slope
Shane Shni+n)
LAYOUT TO RIGID BARRIER -
APPROACH ENDS WITH
DOUBLE FACED GUARDRAIL
Trailing Trans. Direction of Traffic
& Begin/End
Guardrail St,
6-3' Thric-Bear, Transition Panel General Guardrail
Thrie-Beam
Terminal
7%q" 'LC Length of Trailing Connection
Connector
5'-7%'
o= a�
7-7
EI d9ge of
Iv-ecan,
GYfset Block
Fi nis,h
P. d
Grade
B �1I rl er
0 x 15" ��-� splice Holes
2" 1.1isc.
Hex -Head Bolts & yn' O x IV,'
Asphalt
(5 RegdJ (Ty,,l Button -Head
Cena etc
iSee Mote 3) Bolts (Typ.)
Standard Post (Ty,o.)S;I
'
6-
TRAILING END TRANSITION CONNECTION
TO RIGID BARRIER -INSTALLED ELEVATION
LAYOUT TO RIGID BARRIER -
TRAILING ENDS
LAST DESCRIPTION:
REVISION FY 2022-23 INDEX SHEET
11101119 F�� STANDARD PLANS GUARDRAIL
536-001 20 of 24
lz-s"
IV,
xr%n' Splice Rect. Slot (Typ.)
r%s'xrr/. n' Splice Solt Hole (Typ)
C6M.2 Steel Channel
�
� A
Post Bolt Rect. Slot (Typ.)
PANEL ELEVATION
Direction of Tr -attic
Standard Post(Typ)
Parcel % Space (TypJ (At General
6-3" Sp.)
O Button- Panel
Panel
LIL
H
Head bolt (Typ.)
.
T Splice Plate (Typy
(Pack Face Ot Panel)
(Between Panel G Pest)
INSTALLED ELEVATION
C
i°axr /lyl
Hex -Head Pelt
(TypJ (a Rego
Per splice)
CHANNEL SECTION RUB RAIL
6 '/d'xI y" Splice 2�,
lU u auge Steel PI-te ce 3oIL Hule (Typ.)
See Detail ''A" I p' j/a'xN2' Post Belt Hole (Ty) 3"
7 %" C
sleeve Section PANEL ELEVATION
f ^�
See detail "P, PANEL PLAN Direction of Trattic
standard Past(Tpp.)
Panel (At General 6-3' Sp.) /" O Bul[on- Panel Panel
Head Eolt (Tyd,i
T4.
INSTALLED ELEVATION
LAST
REVISION
11101119
Splice Bolt 2 Spl' e Bolt TI
Holes and Slots H I._. and Slots h" Steel P/atc
117 Panel & L Panel &
Post Slots _ Post Slots. - -
Face Roadway _
2"x'y,r' splice
C6x81 Steel Channel Roct. sot (Typ_)
Splice 2, 1 &' Post Bolt
Bolt Hole (Typ.) Re" Slot (Ty p.)
SECTION A -A SPLICE PLATE
(Panel Typical) ELEVATION
Splice Splice
Bait Holes i' Bolt Holes ti
fy Panel & Panel &
Post slots -- ost slots --
Fare Roadviay Face Roadway
��]
R_V," 10 Gauge s
R=%" 0 Gauge
Steel Plate teel Plate
SECTION B-B SECTION C-C
(Panel Sleeve End) (Panel Typical)
R_A„ 70 Gaugee ��� 70 GaE"
0 TYpJ
Steel Place R=4` Steel Place
(Ty P.1
DETAIL "A" DETAIL "B"
(Sleeve Transition Elevation) (Sleeve Transition Plan)
BENT -PLATE PANEL RUB RAIL
NOTES:
End Rub Rail I. GENERAL: lnstall Rub Rail where called for- in the plans. Position as shown on Sheet 6 unless otherwise shown in the
Rub Rail S[a no'ard Past (T)'p.i (see Note 4) plans. Instill the backs of Rub Rail panels frsn against StonJare Posts Eitherf the Channel SccN er, or Ecnt Plate
Ppproach he, Panel Rub Rail options ma) be used (consiste�c type >er l oject) Where Double Sided Rub Rail Called to?-, thread the
Button-Hcacl Bolt through the Post Eolt Holes) ono the pz cls on c'H c sioc, and' t',hten the rt against the face of the
panel to Chest from adjacent traffic lanes. Trim the bolts ch eaded portion in aced dance with Noce d on Sheet 5.
Face of Guardrail 2_ MOUNTING HEIGHT: Mount to the Standard Posf s ftub 4ail Eolt Hole as defined on Sheet 5-
61er11 Guardrail Lenylh of End Tro,Cm ,t'LE3. MATERIALS Use steel connponents in accordance with Specification 967.
D'r ert on of Tr affix 4. END HUB RAIL. For S'.9le Si Rib Rail, tc rnatc Yhc i. of Rib Ra I by bending the oancl bch'nr' the pot and
RUB RAIL TERMINATION -SCHEMATIC PLAN VIEW Burr ny place (as hown)_ -or Double side Rtb Ra 1, tc nnrnate the runs or Rub Rail on their rcspecti trout face of
the post ant senu-e with the typical Button -Head belt,
RUB RAIL DETAILS
DESCRIPTION:
FY 2022-23 INDEx SHEET
F� STANDARD PLANS GUARDRAIL
536-001 21 of 24
" � x ,111'
Pnllpn-Head Ppll ��
(TyP)(2 Peyu
Per Splice)
See "INount
Section Oet"
Face of
Guardrail
(Ty P.)
Offsct
Black
Steel
Post
GENERAL PIPE
RAIL SECTION
General Pipe Rail 6'-3' Pipe Rail EnoSegment
See "llount (Post Bolt Space) Begin/End Pipe Rail Sta.
Elev. Detail" fL Post Bolt of
2" NPS Pipe Rail Smooth Pipe Send Terminal Post
(R-4" Min.J I
W-Beam Panel
(Thric-ecam
Panel Similar)
4 %" O x 3%" —
Hex -Head Bolts
End Fixture
Steel Post
PIPE RAIL INSTALLED ELEVATION
(End Segment Shown)
2" N P
Pi,ue Rar
,% 0 x7''
Hex -Head Bolt
INouriL Bracket
Terminal Post
(Timber Post
Shown, steel f2 %^ 0 x 2" Hex -He,
Post similar) Bolt & y"" 0 Bolt Lin
Sfrrl Past
Timber Post
%' 0 x 3%"
Mount Bracket ex-h 2" NPS Pipe Rail H'ead Bolts /// fL Post & %' 0 x 7"
® / 111-1cad Bolt
Stccl Post 1
End Fi xiure
Face of
Guardrail PIPE RAIL INSTALLED PLAN
END AT TIMBER POST OPTION
$reel Post
Mount Bracket 2'' NPS Pipe Rail
Hex -Head ELM
Steel Pnst
End Fixture
Face of
Guardrail PIPE RAIL INSTALLED PLAN
END AT STEEL POST OPTION
0 x 3%"
lean' Bolt &
Bolt Holes
MOUNT SECTION DETAIL
%"a x 3,"
Hex-H - Bolt
2"NPS
Pi,oe Rail
%'Ox 2'
Hex -Head Bolt
Mount Bracket
Steel Post Flange
MOUNT ELEVATION DETAIL
(Back View - Mirrored)
yi' Galvanized � Steel Plate
4" 2" Steel Plate & I%' NPS
a NP Vr Steel Plate &
& Ii,/ _ CL,,' 0 Bolt Halc
Stccl Plat Zed Bolt Holes S � Q I %�� ET
calvam
NP$
tee
e NPS
0' NPS
I,.
Bolt Hole T" / - - - Bolt Hole --�--�
0 Bolt _
0 Bolt Hole Bolt Hole /� Hole iTVti 3' - °- ya'
ELEVATION SECTION ELEVATION SECTION PLAN
MOUNT BRACKET DETAIL
END FIXTURE DETAI
2" NPS Pipe Rail
--I, i
INount Bracket
Stccl Post
MOUNT ISOMETRIC
CUT -AWAY
NOTES:
1. GENERAL: Install General Pipe Rail
where indicated in the ,plans or when
existmq sidewalks or shared use paths
-
-e Inrated less than 4'-0" from hhe
back of Steel Posts as shouun on Sheet
6.
2. PIPE RAIL ENO SEGMENTS: Placc Eno'
Seq,enfs on both ends of General Pipe
Pail rn,, with Ern' Fixtures rrounied
io T. urinal Posts locate' ooi 'e r
Ppproach Terminal Assembly ('LE'),
Trailing Anchorage Assernhly ('LT'), and
Approach Transition ('LA') segments.
3. MATERIALS: Use steel brackets,
fixtures, and ,pipes in accordance with
Soeci fication 9r7.
4. RAIL SPLICES: Install Rail Sol-, to
join pieces of 2" NPS Pipe Rail into a
Continuous Sy't— Place srhI a�
ccded, at a s,oacirrg of 16-0" or
greater. Orient the head of bolt on the
top of the pipe.
Pipe Rail Gap � Splice &
Max.) �� Splice Pipe
]F" NPS Splice Pipe
(Inside of -ipc .Rail) 2" NPS
oe Rail
Hex-Hcad
3" Bolt & Nut
(Ti p.) (See Note 4)
1'-0"
(Splice Pipe)
RAIL SPLICE DETAIL
PEDESTRIAN SAFETY TREATMENT - PIPE RAIL
LAST DESCRIPTION:
REVISION FY 2022-23 INDEX SHEET
11101119 F� STANDARD PLANS GUARDRAIL
536-001 22 of 24
o p
NpIP 7
N
N
N �HBolt
Hole (Ty p_)
Steel Section N (12 Regd)
(7V15 N
or W6Y9)
� hole (Ty RI
Q Post &
Plate
��" Post & Steel Base Plate
Plate (12'x12 xr/j
ISOMETRIC
VIEW
0 F 4'''i
Bolt Non,. in General
Hole Special Post
0 Adhesive- Steel _ _Spacing
Bonded Anchor Bolts Post
(Tye.) (4 RegU.) Steel Section
- - (See /Vote 3) to, Base Plate
Pr Ruh ^ I F" (Ti p.)
RalI Bolt o Top of Concrete
Hole Strtrture
(It Regd.) Pdjushnent
_ rrm
Nut (Tye.)
Stn. Post
(Ji�
& Offset
Block
ec/ R 2 S
(TypJ StSech on (T/)�
°:p
]y"
IT)'p.)
rL %,
Bolt
Holes Steel
Base
ELEVATION g
Plate INSTALLED SECTION
(Option 2, Special Post)
SPECIAL STEEL POST
NOTES:
1. INSTALLATION: Aid- the construction of Guardrail at the requireo post spacinu results it post(-) located atop
culverts, inlets, pier fnnti cgs; o milar co rote str ,tires, a Special Steel Pnst Iraq he - rbstituted for 'a Stannard
Post. Install where shown in the plans and/or as -needed, in accordance with Specification 536.
2. EDGE CONFLICT: When a required post location causes an Edge Conflict with the structure, where the Steel Base Plate
not located entirely orr the structure at least 3" from the Edge of Concrete, the longitudinal ,post location may be
altered by up M 1 Ga/G'(quarter Seafrom the oriqueal regiiren .pacing lace rn to prevent the Enge Conflict. With
Lhe post location adjusted, use a Std. Post rreanted in soil (Option I) er a Special Steel P-L with its Base Plate
mounted entirely On the structure (Opt-, 2). Maintain the original required spacing locations upstream and downstream
of the structure.
� Base Plate & Str'uCtur'e
r Ecige Conflict (See Note 2) General
Post
6-3" 6-3 6-3 6-3" Spacing
Option I
] 63/q ] 63/q" Option 2�
P4ax. 11 ax Suer_ - al Stl' Post
Aba StdPnst
Off t BI-ck(s)
(If IJ dad)
(3 Blocks II—)�
Snec'al
Steel Post
tE
Tvp.)
P - 'ttcp Rargc
t st Pl ace,e nt ' A, pan
Edge OI Concr eLe
Strurture
p�
� Li�,rit of Bolt
Hole Placement
Face of
GUaYp'rail
INSTALLED PLAN EXAMPLE
(Curb Inlet Top Type 2 Shown)
STRUCTURE MOUNTING
3. BASE PLATE MOUNT: install Special Steel Posts a.shown using stccl Adhesfvc-Bonded Anchor Bolt, in accordance with
Speciticatinn 536. Use jy' Hex -Head Bolts for str-t re, less than 9 deep as net rued in the Sper firation.
4. PANEL 14OUNT TO ADJUSTED POST: Punch additional sjs'x2V," Post Bolt Slo(s) in the W-Bean or Thine -Beam Panel only where
needed to mount the panel to a post in an adjusted location. Meet the Panel Post Bolt Slot- rcquirenhents of
Speciticatinn 536-
5. MATERIALS: Use steel base olates in accordance with Specification 536.
SPECIAL STEEL POST FOR CONCRETE STRUCTURE MOUNT
Reduced -Length
Post &
Foundation
(g Post
St, ndaru' POst
(Timber Shown)
iTransverse &
Longitudinal)
NOTES:
Standard Post
(See Note 21
1 rNsrauarroN: When the ,Bost, n,rien of
(Steel only)
NOTES:
Guardrail at the required post spacing
Concrete
]. IN STALLATIOIV: 6V hen the construction et
Li
_ _
7%" iT xJ
Itl I post spacing
h(i
mar
Fle—ble Fill
t.i
bi-e-d
re,ultsah, vithi a oncrete
p,
2" Misc. Ps halt 'aft.
u�rdbthound
obstl t-o,d y
th
(4"_V"1
M
sir fa e (t wclk) use a
(If Applicable)
Mere aa�Ll)0 de
See Nute 2)
R anrrble Leeave OLri ar p u'h the post base
COn�wct_isnr eeh�edl ere shor ua nethe ,plans
_
Plowable Fill
(4'+y�y
as -,own. Install where show, rh the
plan rd/pr a reeJeu, ih accor�ance
F-nish
Grade
Sneci ficaL on 536.
_'nsh t_u hcreLe
Grade (8 14-
(See Note 2)
with 5—f-tioh 536.
17Sta,dard
2. REDUCED LEU T`1 STANDARD POST: Use a
(TVp1
Use Stadard teal posts. Timber posts
Post ., th r n d Length such
tI the Pa>el Heiyht H -
-
/' CL Post &
Flor+abl, Fill
are hot I•e"mr tteC to? Yrangi ble
at ai ntained
while Lhe nosL bottom terminates 3" from
a
.e.. .o. .. a°,: 4:,.:
(
lezve outs.
the button of the Concrete Foundation.
7yi"
For the reyui eY 7 E' x ] 6 Leave -Out,
Concrete Foundation
��
TVpi 1iV. Lhe Post Length L s 4-7" fur
VV Bearn Guardrail.
INin.
Face of
shoot hly cut the eri 'ling co hn ate surface
(Square or Hound)
=
N
3. FOUNDATIONUse non reinforced Class US
Gt arrlrail
or for n-up the syr are slhape when an
application has pew surrou chng concrete.
Concrete hater al i, a oa hce with
_
o" o
E, ure Flowable Fill surface is smooth
Spec'fi-t on 347. Aft castiny the
ahi even with the anj ace ht concrete
=
co, ete, ensure the s roe hding soil
later-ial s npletelr ba kfilled and
Leave Out ] 6"
si'rface
a Tped to p oxide full passive re 'stance.
INSTALLED SECTION
Min.
2 INATERIALSr use won-Excavatable Flowable
Fill m ¢ordance with Specification J21,
4. LIMIT: En -led Posts are ',oL Y,. e°'
INSTALLED PLAN
netto exceed 150 psi.
for inure than 3 consecutive nesnsts.
INSTALLED SECTION
ENCASED POST FOR SHALLOW MOUNT FRANGIBLE LEAVE -OUT FOR CONCRETE SURFACE MOUNT
LAST DESCRIPTION:
REVISION FY 2022-23 INDEX SHEET
F� STANDARD PLANS GUARDRAIL
536-001 23 of 24
NOTES:
i. INSTALLATION: Instep Barrier Delineators as shorn in
accordance with the Plans, with Specifications 536 ono
705, a wnu ith the manufacturer's design a., ig�ipproven oa
the 4PLn
2. Ii4ATEPIALS: Use materiels of the size and type defined for -
Barrier Delineators in Specification 993.
3. COLOR: Use either r+hite or yellow retroreflectire sheeting
to match the relor of the nearest lene's edgehne.
4. 140UNT LOCATIONS: 14ount barrier Delineators aton posts
shown, starting with Post (3) of Approarh Terminals a nd
incrementally increasing spacing towards the oownstr eat,
action. Install the Barrier Delineators at the following
spacing:
51 = 25' x 7 Space
S2 = 50' x ] Space
S3 = 75' x 1 Space
S4 = 100' x for the Remaining Run
A Jnt ally, I-- - Bar Delineation - - -t (2,1
of the Trail hg Anchorage or on the pot roarost
the Rigid Ba
5. 14ED lAN U4RDRAIL. (-st,all retroreflect ve hoet,eg o
both sides of the barrier delineator for Guardrail oar
medians.
NOTES
I. INSTALLATION:
Work these details with the
plans, where Stationing far
Begin/End Half Spacing old
Begin/End Quarter S,oacinq are
indicated if requiren.
uuhr_re the Begin/End Stations
indicated in the plans on Prot
correspond exactly to pose
locations in rstruction, extend
the Reduced Lwost Spacing
segment to the n - est post(s)
before the Begine5tati orr ono'/or
after the End Station called for.
2. PANEL SPLICES: Mole- Panel
Splices are not required irr
Transition and P, educeo' Post
Spacing segments, ,however they
o' for ral - regmre acne
segments. To place t,idspan.
splices in C ral seyments, u e
one Non -General navel length s
19'-411," or 15-7y") or add an
additional Trarsiticn spaced post
where required.
3. LGN-SPEED GUARDRAIL For
Reduced Post S,oacing with
Low -Speed Guarorail (12'-E' to
spacing), the Reduced Spacing
Pattern requires a 6'-3" space
between the 12-6" and 3-1 yz'
Space,_.
4. PANEL POST BOLT SLOTS::
For Quarter Spacing
configurations, punch additional
9u"x2ll," Post eolt Slots is the
panels oniy he, required for
mounting and in—o'dance with
Specification 536.
LAST DESCRIPTION:
REVISION
11101119
Barr
Debra
Barrier
DCIIncatr ji' %' Y„" Le ,th'L'
i R_7
STEEL POSTS TIMBER POSTS
MOUNT LOCATION - ISOMETRIC VIEWS
Approarh B..rrie57Deli2_Q�� Conc. Spacing 52, 53, 54
Ter ninal
e � li are? 4 13 ,er Deneator
Intact (1) (2) (')
Heap
Direction of Traffic F—�
MOUNT LOCATION - PLAN VIEW
BARRIER DELINEATORS
Begin/End Halt
Spacing Sta.
Hair Spacing Sp. g 3'-1�2"
P,eo'uced Post
6-3" - Spa. Segment
ELEVATION ELEVATION PROFILE
OPTION 1 OPTION 2 (Option 1 Shown)
BUTTON -HEAD BOLT
1 %a'
ELEVATION PROFILE
WASHER
1 Y�"
Clole > /,;' Depth
(Each F-e)
ELEVATION PROFILE
HEX -NUT
51.
.,
T.
^�
Half
S
Spar
pacing inu Sta.
ELEVATION PROFILE
General)
RECTANGULAR WASHER =
(For CRT & Terminal
e
Connectors Where Shown -
Install Over Panel Face)
Me 'pan
P.
Splice
DETAIL 'S' - HALF SPACING ELEVATION
(AS READ. PER THE PLANS)
Begin/End Ouarter Bog, .VEnd Puarler
Spacing St'. Spacing Sta.
Quarter Spacing S,o. @ 1'-6�4'
Reduced Post
3-1 y" Spa. Segment 3'_Ir�6_3"
(General) Transition Transition (General)
BUTTON -HEAD BOLT LENGTHS:
Application(sl'
Length 'L':
Min. Thread Length.:
Palo/ Splice
1%"
Full Length
Steel Post 14ount - Single Faced Guardrail
10"
4"
Timber Post Mount - Single Fared Guarorail
Is
4"
Steel or Timber Post 14ount - Double Faced Guarorail
25''
4"
NOTES:
1. Use nuts, bolts, no washers in accordance with Specification 967.
2. For Steel Pasts with Double Faced Guardrail, the single 25" Length bolt
14idspan (ore bolt thru both ,post flanges) may be replaced trite two 10'' Length bole
Panel (ova bolt per post Ylange).
Splice
3. Use bolts listed in Table 2 in Corresponding locations shown is this Index.
DETAIL 'S' - QUARTER SPACING ELEVATION
(AS READ. PER THE PLANS) 5/g" BUTTON -HEAD BOLT SYSTEM
REDUCED POST SPACING FOR HAZARDS
FY 2022-23 INDEX SHEET
F� STANDARD PLANS 4��J1�ID E3 �IIID
536-001 24 of 24
Miscellaneous Traffic Engineering Study at US 441 /SR 7/ NW 7 Avenue at US 27/SR 25 / NW 36 Street
FDOT District 6 CA427 TWO 17
Extend bollards or
install guardrail back of
sidewalk through the
northwest corner of
the intersection to the
Fire Station No.6
Fence.
Replace light in
northwest corner
of intersection.
Bring valve in
crosswalk to grade
rI ME
1isifimmo
41i
Make EBL and WBL
protected only. Add
retro-reflective
backplates to all
signal heads.
-fti,
Realign eastern
leg crosswalk
markings and
stop bar to be
parallel to NB
lanes.
0.
Figure
SR 7 / US 441 / NW 7 Avenue and SR 25 / US 27 / NW 36 Street
Proposed Recommendations 18
K I T T E L 5 O N H: 123123353 - FDOT D6 Traffic Ops1017 - US 441_NW 7 Ave and US 27 NW 36 St Misc Study data collection jrecommendations
& ASSOCIATES
Miscellaneous Traffic Engineering Study at US 4411SR 71 NW 7 Avenue at US 271SR 25 / NW 36 Street FOOT District 6 CA427 TWO 17
ms
1 t�
f4 Replace
Existing Winding Road (W1-5) Sign
(approximately MP 3.464;
approximately 248 feet upstream of �®
the proposed speed feedback sign). a33ds
anon
Install speed feedback sign
(approximately MP 3.417).
Replace lights that
are out on
underpass.
:,*
Installsp eed
feedback sign
(approximately
MP 3.172).
Existing Winding Road
(W1-5) Sign
(approximately MP
3.135;approximately 200
feet upstream of the
proposed speed
YOUR
SPEED
lights that
are out on
underpass.
Add physical
barrier along
reverse
curves.
n
LMFix high mast
arm lighting.
Existing Reverse
Curve (W1-4) Sign
(approximately MP
18.749;
approximately 152
•• , r �� feet upstream from
the proposed speed
feedback sign).
Replace
T
lights that
are out on
underpass. W
feedback signl.
Install Reverse Curve (W1-4) r ♦ ,ao� r Install speed
Sign (approximately MP.' °a° feedback sign
18.600; approximately 264 (approximately
feet upstream of the s Existing Signal MP 18.720).
proposed speed feedback Ahead (W3-3)
sign). sPEEo _ Install speed Sign
feedback sign (approximately
(approximately MP 18.689; j
Install speed '- approximately
feedback sign MP 18.650). app 63 feet
z (approximately T downstream from
MP 2.975 �' _ t the proposed
speed feedback
e v sign). -
Figure
SR7/ US441/ NW 7Avenue and SIR 25/ US 27/NW 36Street
Proposed Recommendations 19
hK I T T E L S O N M:123113353 - FDOT D6 Traffic Ops1017 - US 441_NW 7 Ave and US 27 N W 36 St Misc Studyldoto collectionlrecommendotions
� & ASSOCIATES
ENGINEER'S OPINION OF CONSTRUCTION COST - Fire Station No. 6 - Guardrail Installation for Safety
Eithel M. Sierra, PE - Engineer of Record
Date:12/15/2022
ITEM
PAY ITEM
DESCRIPTION
UNITS
AVERAGE
UNIT COST
QUANTITTY
TOTAL AMOUNT
ROADWAY AND DRAINAGE PAY ITEMS
1
102-60
WORK ZONE SIGN
ED
$0.50
14
$7.00
2
102-74-8
CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE)
FD
$1.00
36
$36.00
4
110-1-1
CLEARING AND GRUBBING
AC
$25,000.00
0.04
$1,000.00
5
339-1
MISCELLANEOUS ASPHALT PAVEMENT
TN
$250.00
5.4
$1,347.50
6
536-1-1
GUARDRAIL -ROADWAY, GENERAL TL-3
LF
$35.00
160
$5,600.00
7
536-85-24
GUARDRAIL END TREATMENT- PARALLEL APPROACH TERMINAL
EA
$5,000.00
1
$5,000.00
8
536-85-26
GUARDRAIL END TREATMENT- TYPE CRT
EA
$3,750.00
1
$3,750.00
9
570-1-2
PERFORMANCE TURF, SOD
SY
$7.50
44
$330.00
SUBTOTAL ROADWAY ITEMS=
$17,070.50
10
101-1
MOBILIZATION (8%)
LS
1
$1,365.64
11
102-1
MAINTENANCE OF TRAFFIC (10%)
LS
1
$1,707.05
PERMIT (1%)
LS
1
$170.71
CONTINGENCY (10%)
LS
1
$1,707.05
ENGINEERING CONSTRUCTION COST ESTIMATE
1 $22,020.95