PRHTAs Standard Drawings _RPR(7).pdf
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- Solicitation number
- 693C73-22-B-000008
About this file
This solicitation seeks sealed bids from certified Small Business Concerns for sign and safety repairs across multiple municipalities in Puerto Rico. The project consists of repairing signs and guardrails damaged by Hurricanes Irma and Maria in the East and Metro Regions, including traffic sign assemblies, new guardrails, bridge transitions, traffic sign demolition and removal, temporary traffic control, and cultural resource protection. The project will be split into multiple work schedules with a total cost expected between $10-20 million. Bids are due by the date specified on the SF1442 form in the solicitation. The Department of Transportation Federal Highway Administration is the agency issuing this solicitation for Signs and Safety Repairs - East & Metro Regions, Project PR ER PRMNT RPR(7), Solicitation Number 693C73-22-B-000008.
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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWINGS INDEX
DATE DRAWING
NUMBER TITLE DATE DRAWING
NUMBER TITLE
Concrete Barrier
December‐ 2017 CB‐01 Concrete Barrier: Index and Notes February‐ 2019 GMTS‐05 Ground Mounted Traffic Signs: Foundations Drilled Shafts December‐ 2017 CB‐02 Concrete Barrier: F Shape Details February‐ 2019 GMTS‐06 Ground Mounted Traffic Signs: Foundations Spread Footings December‐ 2017 CB‐03 Concrete Barrier: F Shape Details February‐ 2019 GMTS‐07 Ground Mounted Traffic Signs: Sign Panel Assembly Details December‐ 2017 CB‐04 Concrete Barrier: Single Slope Details February‐ 2019 GMTS‐08 Ground Mounted Traffic Signs: Fuse and Hinge Plates December‐ 2017 CB‐05 Concrete Barrier: Single Slope Transition Single Slope to F Shape February‐ 2019 GMTS‐09 Ground Mounted Traffic Signs: Base Connection Details December‐ 2017 CB‐06 Concrete Barrier: End Section Details February‐ 2019 GMTS‐10 Ground Mounted Traffic Signs: Route Markers Sign Assembly Details for Three 36‐
Inch by 36‐Inch December‐ 2017 CB‐07 Concrete Barrier: End Section Details February‐ 2019 GMTS‐11 Ground Mounted Traffic Signs: Route Markers Sign Assembly Details for Four 36‐Inch by 36‐Inch December‐ 2017 CB‐08 Concrete Barrier: End Section Details for Speed 35 MPH or Less February‐ 2019 GMTS‐12 Ground Mounted Traffic Signs: Route Markers Sign Assembly Details for One and
Two 48‐Inch by 48‐Inch, or, 48‐Inch by 36‐Inch December‐ 2017 CB‐09 Concrete Barrier: Reflector Detail February‐ 2019 GMTS‐13 Ground Mounted Traffic Signs: Route Markers Sign Assembly Details for Three 48‐
Inch by 48‐Inch, or, 48‐Inch by 36‐Inch December‐ 2017 CB‐10 Concrete Barrier: Utility Pole Cover February‐ 2019 GMTS‐14 Ground Mounted Traffic Signs: Route Markers Sign Assembly Details for Four 48‐Inch by 48‐Inch, or, 48‐Inch by 36‐Inch December‐ 2017 CB‐11 Concrete Barrier: Overhead Sign Support Protection February‐ 2019 GMTS‐15 Ground Mounted Traffic Signs: Exit Gore Signs December‐ 2017 CB‐12 Concrete Barrier: Pier Protection Details February‐ 2019 GMTS‐16 Ground Mounted Traffic Signs: Supplemental Guide Signs Exit Number Plaque
Destination Signs Panels Guide Signs July‐ 2000 DSP‐01 Destination Signs Panels: Arrows for Guide Signs October‐2000 GS‐01 Guide Signs: General Information Signs August‐1999 GS‐02 Guide Signs: Route Markers for Guide Signs Use General Information Signs August‐1999 GS‐03 Guide Signs: Route Markers for Guide Signs Use
July‐ 2000 GIS‐01 General Information Signs: General Notes August‐1999 GS‐04 Guide Signs: Cardinal Direction Word for Guide Signs Use July‐ 2000 GIS‐02 General Information Signs: Auxiliary Plate August‐1999 GS‐04A Guide Signs: Miscellaneous Details Accents July‐ 2000 GIS‐02A General Information Signs: Auxiliary Plate August‐1999 GS‐07 Guide Signs: General Information Signs Port Sign July‐ 2000 GIS‐03 General Information Signs: Principal Airport Sign July‐ 2000 GIS‐04 General Information Signs: Library Sign Impact Attenuators July‐ 2000 GIS‐06 General Information Signs: Bus Stop Sign December‐2018 IA‐01 Impact Attenuators: Index Notes December‐ 2000 GIS‐07 General Information Signs: Race Track Sign December‐2018 IA‐02 Impact Attenuators: Crash Cushions Approved List December‐ 2000 GIS‐08 General Information Signs: Moscoso Bridge Sign December‐2018 IA‐03 Impact Attenuators: Inertial Crash Cushions (ICC) or Modules Approved List December‐2018 IA‐04 Impact Attenuators: Inertial Crash Cushions (ICC) or Modules Typical Installation
Details Ground Mounted Traffic Signs December‐2018 IA‐05 Impact Attenuators: Typical Installation Details (X ≤ 2MTS.)
February‐ 2019 GMTS‐01 Ground Mounted Traffic Signs: Index and Notes December‐2018 IA‐06 Impact Attenuators: Typical Installation Details (X ≥ 2MTS.)
February‐ 2019 GMTS‐02 Ground Mounted Traffic Signs: Materials Specifications February‐ 2019 GMTS‐03 Ground Mounted Traffic Signs: Post Section Selection One Post February‐ 2019 GMTS‐04 Ground Mounted Traffic Signs: Post Section Selection Two Post
DATE DRAWING
Maintenance and Protection of Traffic
June‐2012 MPT‐01 Maintenance and Protection of Traffic: Channelizing Devices June‐2012 MPT‐05 Maintenance and Protection of Traffic: F‐Shape Temporary Concrete Barrier with Connecting Pin
June‐2012 MPT‐02 Maintenance and Protection of Traffic: Channelizing Devices June‐2012 MPT‐06 Maintenance and Protection of Traffic: F‐Shape Temporary Concrete Barrier with Side Plate
June‐2012 MPT‐03 Maintenance and Protection of Traffic: Concrete Barrier Temporary End Section June‐2012 MPT‐07 Maintenance and Protection of Traffic: Temporary Concrete Barrier Positive Connection Barrier J‐J Hook Design
June‐2012 MPT‐04 Maintenance and Protection of Traffic: Temporary Impact Attenuator June‐2012 MPT‐08 Maintenance and Protection of Traffic: Polyethylene Barrier System June‐2012 MPT‐05 Maintenance and Protection of Traffic: F‐Shape Temporary Concrete Barrier with
Connecting Pin June‐2012 MPT‐09 Maintenance and Protection of Traffic: Polyethylene Barrier System
June‐2012 MPT‐06 Maintenance and Protection of Traffic: F‐Shape Temporary Concrete Barrier with Side Plate
June‐2012 MPT‐10 Maintenance and Protection of Traffic: Work Zone Design Criteria
June‐2012 MPT‐07 Maintenance and Protection of Traffic: Temporary Concrete Barrier Positive Connection Barrier J‐J Hook Design
June‐2012 MPT‐11 Maintenance and Protection of Traffic: Typical Application Diagrams
June‐2012 MPT‐08 Maintenance and Protection of Traffic: Polyethylene Barrier System June‐2012 MPT‐12 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐09 Maintenance and Protection of Traffic: Polyethylene Barrier System June‐2012 MPT‐13 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐10 Maintenance and Protection of Traffic: Work Zone Design Criteria June‐2012 MPT‐14 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐11 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐15 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐12 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐16 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐13 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐17 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐14 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐18 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐15 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐19 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐16 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐20 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐17 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐21 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐18 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐22 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐19 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐23 Maintenance and Protection of Traffic: temporary Traffic Signs Mounting Details June‐2012 MPT‐20 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐24 Maintenance and Protection of Traffic: Warning Signs June‐2012 MPT‐21 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐25 Maintenance and Protection of Traffic: Warning Signs June‐2012 MPT‐22 Maintenance and Protection of Traffic: Typical Application Diagrams June‐2012 MPT‐26 Maintenance and Protection of Traffic: Warning Signs June‐2012 MPT‐23 Maintenance and Protection of Traffic: temporary Traffic Signs Mounting Details June‐2012 MPT‐27 Maintenance and Protection of Traffic: Warning Signs June‐2012 MPT‐24 Maintenance and Protection of Traffic: Warning Signs Metal Barrier Maintenance and Protection of Traffic June‐2018 MB‐01 Metal Barrier: W‐Beam Guardrail Index and Notes
June‐2012 MPT‐01 Maintenance and Protection of Traffic: Channelizing Devices June‐2018 MB‐02 Metal Barrier: W‐Beam Guardrail Assembly Details June‐2012 MPT‐02 Maintenance and Protection of Traffic: Channelizing Devices June‐2018 MB‐03 Metal Barrier: W‐Beam Guardrail Standard Section Hardware June‐2012 MPT‐03 Maintenance and Protection of Traffic: Concrete Barrier Temporary End Section June‐2018 MB‐04 Metal Barrier: W‐Beam Guardrail Standard Section Hardware June‐2012 MPT‐04 Maintenance and Protection of Traffic: Temporary Impact Attenuator June‐2018 MB‐05 Metal Barrier: W‐Beam Guardrail Standard Section Hardware
STANDARD DRAWINGS INDEX
DATE DRAWING
NUMBER DATE DRAWING
NUMBER TITLE
Overhead Traffic Signs June‐2018 MB‐06 February‐2019 OHTS‐01 Overhead Traffic Signs: Index and Notes
June‐2018 MB‐07 February‐2019 OHTS‐02 Overhead Traffic Signs: Approved List of manufacturers for Overhead Structures Types
June‐2018 MB‐08 February‐2019 OHTS‐03 Overhead Traffic Signs: Wind Beams and Vertical Hangers Details June‐2018 MB‐09 February‐2019 OHTS‐04 Overhead Traffic Signs: Cantilever Types Details June‐2018 MB‐10 February‐2019 OHTS‐05 Overhead Traffic Signs: Balanced Cantilever Types Details
June‐2018 MB‐11 February‐2019 OHTS‐06 Overhead Traffic Signs: Bridge Type Details June‐2018 MB‐12 February‐2019 OHTS‐07 Overhead Traffic Signs: Bridge Type Details June‐2018 MB‐13 February‐2019 OHTS‐08 Overhead Traffic Signs: Drilled Shafts June‐2018 MB‐14 February‐2019 OHTS‐09 Overhead Traffic Signs: Spread Footings June‐2018 MB‐15 Recreational and Cultural Interest Area Signs June‐2018 MB‐16 July‐2000 RCIA‐01 Recreational and Cultural Interest Area Signs: General Notes June‐2018 MB‐17 July‐2000 RCIA‐02 Recreational and Cultural Interest Area Signs: Auxiliary Plate June‐2018 MB‐18 July‐2000 RCIA‐03 Recreational and Cultural Interest Area Signs: Auxiliary Plate June‐2018 MB‐19 July‐2000 RCIA‐04 Recreational and Cultural Interest Area Signs: Parador Marker June‐2018 MB‐20 July‐2000 RCIA‐05 Recreational and Cultural Interest Area Signs: Meson Marker June‐2018 MB‐21 July‐2000 RCIA‐06 Recreational and Cultural Interest Area Signs: Parador and Meson Marker June‐2018 MB‐22 July‐2000 RCIA‐07 Recreational and Cultural Interest Area Signs: Parador and Meson Name Plate Text June‐2018 MB‐23 July‐2000 RCIA‐08 Recreational and Cultural Interest Area Signs: UPR Sign Plate
June‐2018 MB‐24 July‐2000 RCIA‐09 Recreational and Cultural Interest Area Signs: General Notes
June‐2018 MB‐25 July‐2000 RCIA‐09A Recreational and Cultural Interest Area Signs: Tourist Plate Detail
June‐2018 MB‐26 July‐2000 RCIA‐10 Recreational and Cultural Interest Area Signs: Paso Fino Route Sign
June‐2018 MB‐27 July‐2000 RCIA‐10A Recreational and Cultural Interest Area Signs: Paso Fino Route Map
June‐2018 MB‐28 July‐2000 RCIA‐11 Recreational and Cultural Interest Area Signs: Flamboyan Route Sign
June‐2018 MB‐29 July‐2000 RCIA‐11A Recreational and Cultural Interest Area Signs: Flamboyan Route Map
June‐2018 MB‐30 July‐2000 RCIA‐12 Recreational and Cultural Interest Area Signs: Coqui Route Sign June‐2018 MB‐RL
TITLE
Metal Barrier: Existing W‐Beam Strong Post Transition to W‐Beam Guardrail Standard Height Metal Barrier: W‐Beam Guardrail (Guardrail Reflector Details)
Metal Barrier: W‐Beam Guardrail (Reduced Post Spacing) Metal Barrier: W‐Beam Guardrail Elevation Details Metal Barrier: W‐Beam Guardrail Elevation Details
Metal Barrier: W‐Beam Guardrail Elevation Details Metal Barrier: W‐Beam Guardrail Elevation Details Metal Barrier: W‐Beam Guardrail Median Treatment Details Metal Barrier: W‐Beam Guardrail Median Treatment Details Metal Barrier: W‐Beam Guardrail Opening Details
Metal Barrier: W‐Beam Guardrail End Terminals (Terminal Type MA) Metal Barrier: W‐Beam Guardrail End Terminals (Terminal Type MA) Metal Barrier: W‐Beam Guardrail Crashworthy End Terminals Metal Barrier: W‐Beam Guardrail Anchorage Type MB Metal Barrier: W‐Beam Guardrail Anchorage Type MC Metal Barrier: W‐Beam Guardrail Anchorage Type MB‐MED Metal Barrier: W‐Beam Guardrail Anchorage Hardware Metal Barrier: W‐Beam Guardrail Transition Connection Details Bridge Transition Upgrade Approach Slab Metal Barrier: W‐Beam Guardrail Transition Connection Details Bridge Transition Upgrade Wingwall Metal Barrier: W‐Beam Guardrail Transition Connection Details New Transition Module Speed Equal or More than 45 MPH Metal Barrier: W‐Beam Guardrail Transition Connection Details Thrie‐Beam Transition Section Type I Speed Equal or More than 45 MPH Metal Barrier: W‐Beam Guardrail Transition Connection Details New Transition Module Speed Less than 45 MPH Metal Barrier: W‐Beam Guardrail Transition Connection Details Thrie‐Beam Transition Section Type II Speed Less than 45 MPH Metal Barrier: W‐Beam Guardrail Transition Connection Details Thrie‐Beam Transition Section Type III Metal Barrier: W‐Beam Guardrail Transition Connection Details Hardware Metal Barrier: Revision Log July‐2000 RCIA‐12A Recreational and Cultural Interest Area Signs: Coqui Route Map
July‐2000 RCIA‐13 Recreational and Cultural Interest Area Signs: Cotorra Route Sign July‐2000 RCIA‐13A Recreational and Cultural Interest Area Signs: Cotorra Route Map July‐2000 RCIA‐14 Recreational and Cultural Interest Area Signs: Panoramic Route Sign July‐2000 RCIA‐14A Recreational and Cultural Interest Area Signs: Panoramic Route Map
NUMBER TITLE DATE DRAWING
NUMBER TITLE
Reference Location Sign
June‐2012 RLS‐01 Reference Location Sign: General Notes January‐2000 STS‐05 Small Traffic Signs: Fasteners for Attaching Sign Plates to Top Post June‐2012 RLS‐02 Reference Location Sign: Kilometer Panel December‐2000 STS‐05A Small Traffic Signs: Fasteners for Attaching Sign Plates to Top Post June‐2012 RLS‐03 Reference Location Sign: Kilometer and Hectometer Panel July‐2000 STS‐06 Small Traffic Signs: Steel Flanged Channel and Square Steel Post “L” “T” and 45° Flat
Plates June‐2012 RLS‐04 Reference Location Sign: Assembly Details October‐2000 STS‐07 Small Traffic Signs: General Notes June‐2012 RLS‐05 Reference Location Sign: Rural Mounting or Mounting on Grass Area
May‐1998 STS‐08 Small Traffic Signs: Blank Plate Standards
June‐2012 RLS‐06 Reference Location Sign: Mounting on Sidewalk Areas May‐1999 STS‐08A Small Traffic Signs: Blank Plate Standards June‐2012 RLS‐07 Reference Location Sign: Offset Drawings Toll Roads and other Highways with 9
Meters Clear Zone May‐1998 STS‐09 Small Traffic Signs: Conversion Table Metric Equivalents
June‐2012 RLS‐08 Reference Location Sign: Offset Drawings Mounting on Grass Area May‐1999 STS‐10 Small Traffic Signs: Sing Panel Splices June‐2012 RLS‐09 Reference Location Sign: Offset Drawings Highways with Minimum of Way and
Cross Section July‐2000 STS‐11 Small Traffic Signs: Steel Flanged Channel and Square Steel Post Mounting on
Sidewalk Areas with Planting Strip June‐2012 RLS‐10 Reference Location Sign: Typical Installations July‐2000 STS‐12 Small Traffic Signs: Steel Flanged Channel and Square Steel Post Mounting on
Sidewalk Areas Without Planting Strip June‐2012 RLS‐11 Reference Location Sign: Typical Installations December‐1999 STS‐12A Small Traffic Signs: Steel Flanged Channel and Square Steel Post Typical Post
Location for Mounting on Sidewalk Areas with or Without Planting Strip June‐2012 RLS‐12 Reference Location Sign: Typical Post Marker Placement October‐2000 STS‐13 Small Traffic Signs: Steel Flanged Channel and Square Steel Post Rural Mounting on
Grass Area June‐2012 RLS‐13 Reference Location Sign: Typical Post Marker Placement December‐1999 STS‐13A Small Traffic Signs: Steel Flanged Channel and Square Steel Post Rural Mounting on
Grass Area Signs Bridge Connection December‐1999 STS‐14 Small Traffic Signs: Offset Drawings Autopista and Other Highways with 9 Meter
Clear Zone August‐1999 SBC‐01 Signs Bridge Connection Skew Angle from 0‐foot to 10‐feet December‐1999 STS‐15 Small Traffic Signs: Offset Drawings Highways with Intermediate Clear Zone August‐1999 SBC‐02 Signs Bridge Connection Skew Angle from 10‐feet to 25‐feet December‐1999 STS‐16 Small Traffic Signs: Offset Drawings Highways with Minimum Right of Way and Cross
Section July‐2000 STS‐17 Small Traffic Signs: Bridge Mounting Detail Sign Identification January‐2000 STS‐18 Small Traffic Signs: Chevron Mounting Detail for Two Way Roadways
January‐2000 SI‐01 Sign Identification: Identification label for Sign Panels December‐1998 STS‐19 Small Traffic Signs: Route Markers January‐2000 SI‐02 Sign Identification: Identification Plate for Standard Overhead Sign Structures December‐1998 STS‐19A Small Traffic Signs: Route Markers January‐2000 SI‐03 Sign Identification: Identification Plate for Non‐Standard Overhead Sign
Structures December‐1998 STS‐19B Small Traffic Signs: Route Markers Tollways Route Marker
Small Traffic Signs July‐2000 STS‐20 Small Traffic Signs: Route Markers Auxiliary Plates
July‐2000 STS‐01 Small Traffic Signs: Steel Flanged Channel and Square Steel July‐2000 STS‐20A Small Traffic Signs: Route Markers Auxiliary Plates October‐2000 STS‐02 Small Traffic Signs: Steel Flanged Channel Post Foundation Details July‐2000 STS‐21 Small Traffic Signs: Route Markers Auxiliary Plates December‐2000 STS‐03 Small Traffic Signs: Steel Flanged Channel Base to Top Post Connection Details July‐2000 STS‐21A Small Traffic Signs: Route Markers Auxiliary Plates July‐2000 STS‐04 Small Traffic Signs: Square Steel Post Foundation and Connection Details July‐2000 STS‐22 Small Traffic Signs: Route Markers Sign Assembly Details July‐2000 STS‐04A Small Traffic Signs: Steel Flanged Channel or Square Steel Post July‐2000 STS‐22A Small Traffic Signs: Route Markers Sign Assembly Details December‐1999 STS‐04B Small Traffic Signs: Small Traffic Signs Precast Base July‐2000 STS‐22B Small Traffic Signs: Route Markers Sign Assembly Details July‐2000 STS‐22C Small Traffic Signs: Route Markers Sign Assembly Details
Warning Signs December‐2000 WS‐01 Warning Signs: Falling Rock
P U E R T O R I C O
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-01
INDEX AND NOTES
GROUND MOUNTED TRAFFIC SIGNS
FEBRUARY 2019
GENERAL NOTES:
APPLICABLE TO ALL GROUND MOUNTED TRAFFIC SIGNS (GMTS) STANDARD DRAWINGS
1. DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL USE ON ALL BOLTS WHICH CONTACT THE REFLECTIVE SHEETING, A
NYLON, NEOPRENE OR FIBER WASHER BETWEEN THE REFLECTIVE SHEETING SIGN FACE AND
THE BOLT HEAD AS A SUBSIDIARY OBLIGATION.
3. THE HOLES DRILLED IN SIGN PLATE AND WIND BEAM SHALL NOT EXCEED BOLT DIAMETER BY
MORE THAN 1/16".
4. SIGN PANEL THICKNESS SHALL BE 3.175 (1/8").
5. BREAK-AWAY POSTS ARE DIVIDED IN THREE SEGMENTS: TOP POST, CENTER POST AND STUB
POST. EACH SEGMENT SHALL BE CONTINUOUS IN LENGTH.
6. ALL TRAFFIC SIGN SUPPORTS SHALL BE BREAK-AWAY SYSTEMS IN COMPLIANCE WITH
NCHRP-350 OR MASH TEST CRITERIA.
7. STIFFENERS FOR ROUTE MARKERS ASSEMBLIES SHALL BE STEEL FLANGED CHANNEL, SQUARE
STEEL POST AS PER SMALL TRAFFIC SIGNS STANDARD DRAWINGS.
8. AUXILIARY PLATES FOR ROUTE MARKERS SHALL BE ACCORDING TO DETAILS SHOWN IN PLANS.
9. FOUNDATIONS, HINGE, FUSE AND BASE PLATE FOR ROUTE MARKERS SIGNS SHALL BE
ACCORDING TO THE POST SECTION ESTABLISHED FOR EACH ASSEMBLY.
10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LENGTH OF THE SIGN
POST IN THE FIELD PRIOR TO FABRICATION.
11. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND OBSTRUCTIONS TO THE
CONSTRUCTION OF THE GROUND MOUNTED TRAFFIC SIGNS FOOTING BY MEANS OF TEST PITS,
REMOTE SENSING OR ANY OTHER METHOD SELECTED BY THE CONTRACTOR. IF OBSTRUCTIONS
ARE DETECTED. THE CONTRACTOR SHALL AVOID THEM BY USING THE DRILLED SHAFT FOOTING
OR RELOCATING THE SIGN WITH THE CONSENT OF THE ENGINEER. THE EXPLORATION FOR THE
UNDERGROUND OBSTRUCTIONS AND RELOCATION STRUCTURES ARE A SUBSIDIARY
OBLIGATION OF THE CONTRACTOR.
GROUND MOUNTED TRAFFIC SIGNS INDEX
SHEET No. DESCRIPTION EFFECTIVE DATE
GMTS-01 INDEX AND NOTES FEBRUARY 2019
GMTS-02 MATERIALS SPECIFICATIONS
GMTS-03 POST SECTION SELECTION
ONE POST
GMTS-04 POST SECTION SELECTION
TWO POST
GMTS-05 FOUNDATIONS
DRILLED SHAFTS
GMTS-06 FOUNDATIONS
SPREAD FOOTINGS
GMTS-07 SIGN PANEL
ASSEMBLY DETAILS
GMTS-08 FUSE AND HINGE PLATES
GMTS-09 BASE CONNECTION DETAILS
GMTS-10 ROUTE MARKERS SIGN
ASSEMBLY DETAILS
FOR THREE 36" x 36"
GMTS-11 ROUTE MARKERS SIGN
ASSEMBLY DETAILS
FOR FOUR 36" x 36"
GMTS-12
GMTS-13 ROUTE MARKERS SIGN
ASSEMBLY DETAILS
FOR THREE 48" x 48" OR 48" x 36"
GMTS-14 ROUTE MARKERS SIGN
ASSEMBLY DETAILS
FOR FOUR 48" x 48" OR 48" x 36"
GMTS-15 EXIT GORE SIGNS
GMTS-16 SUPPLEMENTAL GUIDE SIGNS
EXIT NUMBER PLAQUE
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
ROUTE MARKERS SIGN
ASSEMBLY DETAILS
FOR ONE AND TWO 48" x 48" OR 48" x 36"
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-02
MATERIALS
SPECIFICATIONS
FEBRUARY 2019
ALUMINUM MATERIALS
- ALL ALUMINUM MATERIALS SHALL MEET THE REQUIREMENTS OF THE ASTM B-209 ALLOYS, 5052 H-32, 5052 H-36, 5052 H-38, 5086 H-34, 5154 H-36 OR 6061 T-6. SHEETS AND PLATES SHALL MEET THE REQUIREMENTS OF B-209.
EXTRUDED TUBE, BARS, RODS AND SHAPES SHALL MEET THE REQUIREMENTS OF B-221. STANDARD
STRUCTURAL SHAPES SHALL MEET THE REQUIREMENTS OF B-308. SIGN PANEL SHEETS ARE TO BE
DEGREASED, ETCHED AND NEUTRALIZED. NO STENSILING SHALL BE PERMITTED ON SHEETS. ALUMINUM
WELDING RODS SHALL MEET THE REQUIREMENTS OF ALUMINUM ASSOCIATION FILLER WIRE.
STRUCTURAL STEEL
- ALL STRUCTURAL STEEL SHALL MEET THE REQUIREMENTS OF AASHTO M 223 GRADE 36 (ASTM A 572, GRADE 36)
OR AASHTO M 270 GRADE 36 (ASTM 709, GRADE 36).
REINFORCEMENT STEEL
- ALL REINFORCEMENT STEEL SHALL CONFORM TO THE AUTHORITY'S STANDARD SPECIFICATION 602.
ALUMINUM BOLTS, NUTS AND LOCK WASHERS
- ALUMINUM BOLTS SHALL MEET THE REQUIREMENTS OF ALUMINUM ASSOCIATION ALLOY O24-T4 (ASTM F468M).
THE BOLTS SHALL HAVE AN ANODIC COATING AT LEAST 0.005 MM THICK AND BE CHROMATE SEALED.
LOCK WASHERS SHALL MEET THE REQUIREMENTS OF ALUMINUM ASSOCIATION ALLOY 7075-T6 (ASTM B221M).
NUTS SHALL MEET THE REQUIREMENTS OF ALUMINUM ASSOCIATION ALLOY 6061-T6 OR 6262-T9 (ASTM F467M).
STEEL BOLTS, NUTS AND WASHERS
1. ALL BOLTS, NUTS AND WASHERS, EXCEPT THOSE USED IN THE HINGE, FUSE AND BASE CONNECTIONS, SHALL BE CLASS 9.8 MANUFACTURED ACCORDING TO THE GEOMETRIC SPECIFICATIONS INCLUDED IN ANSI
B18.2.3.5M USING MATERIAL CONFORMING TO ASTM F568 CLASS 9.8 (900 MPa TENSILE STRENGTH AND 720
MPa YIELD STRENGTH). THREADS SHALL CONFORM TO ANSI B1.13M CLASS 6g. BOLT HEADS SHALL BE
MARKED WITH THE SYMBOL "9.8" AND THE MANUFACTURER'S IDENTIFICATION SYMBOL AS SPECIFIED IN ASTM
F568 SECTION 9. ASTM F569 CLASS 9.8 BOLTS ARE ESSENTIALLY EQUIVALENT TO SAE J429 GRADE 5 BOLTS.
NUTS SHALL BE MANUFACTURED ACCORDING TO THE DIMENSIONS AND TOLERANCES IN ANSI B18.2.4.2M
SPECIFICATIONS FOR HEX NUTS. ZINC-COATED NUTS SHALL CONFORM TO THE REQUIREMENTS OF AASHTO
M291M (ASTM A536M) FOR CLASS 12 NUTS. NUT THREADS SHALL CONFORM TO ANSI B1.13M CLASS 6H.
2. ALL BOLTS IDENTIFIED AS A307 SHALL CONFORM WITH ASTM A307 REQUIREMENTS AND BE PROVIDED WITH
CORRESPONDING NUT AND WASHER. BOLTS A307 SHALL BE EITHER GRADE A OR B AND SHALL BE HOT-DIP
GALVANIZED. UNLESS OTHERWISE SPECIFIED, BOLT HEAD MAY BE EITHER HEX OR CARRIAGE.
HIGH STRENGTH STEEL BOLTS, NUTS AND WASHERS
- HIGH STRENGTH BOLTS, NUTS AND WASHERS USED IN THE BASE CONNECTION, THE HINGE PLATE AND FUSE
PLATE SHALL COMPLY WITH AASHTO M 164. HIGH STRENGTH BOLTS, NUTS AND WASHERS SHALL CONFORM TO
THE AASHTO M-164, TYPE I, HOT DIP GALVANIZED.
TOLERANCES
- ALL ABOVE MATERIALS SHALL BE IN ACCORDANCE WITH THE GOVERNING ASTM SPECIFICATIONS.
GALVANIZING
- ALL STEEL SHAPES, ANGLES, TEES AND PLATES SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH AASHTO
M111 (ASTM A123). ALL BOLTS, NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH
ASTM A 153, CLASS C.
BASE CONNECTION
- HIGH STRENGTH BOLTS L2 IN THE BASE CONNECTION SHALL BE TIGHTENED ONLY TO THE TORQUE SHOWN IN
THE TABLES. OVERTIGHTENING OR UNDERTIGHTENING THE BASE CONNECTION WILL NOT BE ACCEPTED.
CONTRACTOR SHALL BE RESPONSIBLE FOR APPLICATION OF THE CORRECT TORQUE.
FUSE PLATE
- ALL HOLES IN THE FUSE PLATE SHALL BE DRILLED. ALL PLATES CUT SHALL BE SAW CUT. METAL
PROJECTION BEYOND THE PLANE OF THE PLATE WILL NOT BE PERMITTED.
TORQUE
- ALL BOLTS, EXCEPT IN THE BASE CONNECTION, SHALL BE TIGHTENED ONE-SIXTH TURN BEYOND
NUT IS IN FULL CONTACT WITH THE PLATE OR POST.
REFLECTIVE SHEETING
1. REFLECTIVE SHEETING USED ON ALL SIGNS SHALL BE AS ESTABLISHED IN SPECIFICATION 613.
BACKING SHALL BE CLASS 1 OR 2.
2. NO SPLICES IN THE REFLECTIVE SHEETING WILL BE PERMITTED WHEN THE SIGN HEIGHT IS 4' OR
LESS. ON SIGNS WITH HEIGHTS IN EXCESS OF 4', HORIZONTAL SPLICES WILL BE PERMITTED ON 4'
SPACING, WITH THE LAST SPLICE PROVIDING FOR THE REMAINING SIGN HEIGHT. THE SPLICE
UPPER PANEL SHALL OVERLAP 3/8" MAX. THE LOWER PANEL.
3. REFLECTIVE SHEETING FROM DIFFERENT MANUFACTURERS SHALL NOT BE MIXED WITHIN THE
SAME SIGN PANEL. SIGN PANELS FABRICATED WITH REFLECTIVE SHEETING FROM DIFFERENT
MANUFACTURERS SHALL NOT BE MIXED WITHIN THE SAME SIGN SUPPORT.
MATERIALS SPECIFICATIONS:
MATERIALS SPECIFICATIONS (CONT.):
GROUND MOUNTED TRAFFIC SIGNS
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-03
POST SECTION SELECTION
ONE POST
FEBRUARY 2019
NOTES:
1. VERTICAL CLEARANCE TO BOTTOM OF LOWEST SIGN PANEL SHALL BE 2.13 (7'-0")
TO 2.30 (7'-6") FROM THE FINISHED GRADE OF THE NEAREST LANE EDGE.
2. CLEAR HEIGHT SHALL BE THE DISTANCE FROM THE BASE OF THE SIGN POST TO
THE BOTTOM OF LOWEST SIGN PANEL. IF CLEAR HEIGHT IS MORE THAN 12 FT.,
THE SIGN SHALL BE SHIELDED BEHIND W-BEAM GUARDRAIL OR ANY OTHER
SAFETY MEASURE SHOWN ON THE PLANS OR AS NOTED BY THE ENGINEER.
3. W-BEAM GUARDRAIL OR ANY OTHER SAFETY MEASURES SHALL BE ACCORDING
TO PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS.
4. THE CONTRACTOR SHALL USE THE NUMBER OF POSTS AND POST SIZE
TABULATED FOR A SIGN PANEL WIDTH AND FOR A SIGN PANEL HEIGHT (H)
EQUAL TO OR GREATER THAN THE ACTUAL SIGN PANEL LENGTH (L) AND SIGN
PANEL HEIGHT (H).
SIGN WIDTH (W)
C L E
A R
H
E I G
H T
S I G
N
H
E I G
T
GROUND MOUNTED TRAFFIC SIGNS
SIGN WIDTH (W)
C L E
I G
H T
S I G
N
H
E I G
TYPICAL ELEVATION
N.T.S.
V E
R T
I C
A L
C
L E
A R
A N
C E
S
N
O T
E
S
T
E
V E
R T
I C
A L
C
L E
A R
A N
C E
S
T
E
S
T
E
TOP POST TOP POST
STUB POST
STUB POST
TYPICAL ELEVATION
N.T.S.
CLEAR HEIGHT = 8 FT
SIGN
HEIGHT (H)
(FT)
4 6
SIGN WIDTH (W)
(FT)
W6 x 12
W6 x 12
W6 x 12
W8 x 18
W6 x 12
W6 x 12
W6 x 12
CLEAR HEIGHT = 10 FT
SIGN
HEIGHT (H)
(FT)
4 6
SIGN WIDTH (W)
(FT)
W6 x 12
W6 x 12
W8 x 18
W8 x 18
W6 x 12
W6 x 12
W8 x 18
CLEAR HEIGHT = 12 FT
SIGN
HEIGHT (H)
(FT)
4 6
SIGN WIDTH (W)
(FT)
W6 x 12
W8 x 18
W8 x 18
W8 x 18
W6 x 12
W8 x 18
W8 x 18
CLEAR HEIGHT = 14 FT
SIGN
HEIGHT (H)
(FT)
4 6
SIGN WIDTH (W)
(FT)
W8 x 18
W8 x 18
W8 x 18
W6 x 12
W8 x 18
W8 x 18
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-04
POST SECTION SELECTION
TWO POST
FEBRUARY 2019
SIGN WIDTH (W)
S I G
N
H
E I G
TYPICAL ELEVATION
N.T.S.
SIGN WIDTH (W)
S I G
N
H
E I G
GROUND MOUNTED TRAFFIC SIGNS
V E
R T
I C
A L
C
L E
A R
A N
C E
C L E
I G
H T
C L E
I G
H T
V E
R T
I C
A L
C
L E
A R
A N
C E
A/2
C
L
A/2 A/2
C
L
A/2
NOTES:
1. VERTICAL CLEARANCE TO BOTTOM OF LOWEST SIGN PANEL SHALL BE 2.13 (7'-0")
TO 2.30 (7'-6") FROM THE FINISHED GRADE OF THE NEAREST LANE EDGE.
2. CLEAR HEIGHT SHALL BE THE DISTANCE FROM THE BASE OF THE SIGN POST TO
THE BOTTOM OF LOWEST SIGN PANEL. IF CLEAR HEIGHT IS MORE THAN 12 FT.,
THE SIGN SHALL BE INSTALLED BEHIND W-BEAM GUARDRAIL OR ANY OTHER
SAFETY MEASURE SHOWN ON THE PLANS OR AS NOTED BY THE ENGINEER.
3. W-BEAM GUARDRAIL OR ANY OTHER SAFETY MEASURES SHALL BE ACCORDING
TO PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS.
4. THE CONTRACTOR SHALL USE THE NUMBER OF POSTS AND POST SIZE
TABULATED FOR A SIGN PANEL WIDTH AND FOR A SIGN PANEL HEIGHT (H)
EQUAL TO OR GREATER THAN THE ACTUAL SIGN PANEL LENGTH (L) AND SIGN
PANEL HEIGHT (H).
S
T
E
S
T
E
S
T
E
S
T
E
TYPICAL ELEVATION
N.T.S.
TOP POST
TOP POST
STUB POST
STUB POST
INTERIOR SPACING (A) INTERIOR SPACING (A)
1 mts.
1 mts.
CLEAR HEIGHT = 8 FT
SIGN
HEIGHT (H)
(FT)
8 10
SIGN WIDTH (W)
(FT)
W6 x 12
W6 x 12
W8 x 18
12 14 16
W6 x 12
W8 x 18
W8 x 18
W8 x 24
W6 x 12 W6 x 12 W6 x 12 W6 x 12
W6 x 12
W8 x 24
W8 x 24
W8 x 18
W8 x 18
W8 x 18
W6 x 12
W8 x 18
W8 x 18
W8 x 24
W8 x 24
W10 x 33 W10 x 33
W10 x 33 W10 x 33
W10 x 33
W8 x 18
W8 x 18
W8 x 18
W8 x 24 W8 x 24
W8 x 24
W8 x 18
W8 x 18
CLEAR HEIGHT = 10 FT
SIGN
HEIGHT (H)
(FT)
8 10
SIGN WIDTH (W)
(FT)
W6 x 12
W8 x 18
12 14 16
W6 x 12
W8 x 18
W8 x 24
W6 x 12 W6 x 12 W6 x 12 W6 x 12
W6 x 12
W8 x 24
W8 x 18
W8 x 18 W8 x 18
W8 x 18
W8 x 24
W8 x 24
W10 x 33 W10 x 33
W10 x 33 W10 x 33
W10 x 33
W8 x 18
W8 x 18
W8 x 24
W8 x 24
W8 x 18
W8 x 18
W8 x 18
W8 x 24
W8 x 24
W10 x 33
W8 x 18
W8 x 24
W10 x 33
CLEAR HEIGHT = 12 FT
SIGN
HEIGHT (H)
(FT)
8 10
SIGN WIDTH (W)
(FT)
W6 x 12
W8 x 18
12 14 16
W6 x 12
W8 x 18
W8 x 24
W6 x 12 W6 x 12
W8 x 24
W8 x 18
W8 x 18 W8 x 18
W8 x 24
W10 x 33 W10 x 33
W10 x 33 W10 x 33
W8 x 18
W8 x 24
W8 x 18
W8 x 18
W8 x 24
W8 x 24
W10 x 33
W8 x 18
W8 x 24
W10 x 33
W8 x 18
W8 x 24
W8 x 18
W8 x 18
W8 x 24
W10 x 33
W8 x 24
W10 x 33
CLEAR HEIGHT = 14 FT
SIGN
HEIGHT (H)
(FT)
8 10
SIGN WIDTH (W)
(FT)
W8 x 18
12 14 16
W6 x 12
W8 x 24
W6 x 12
W8 x 18
W8 x 18
W8 x 18
W10 x 33
W10 x 33
W10 x 33 W10 x 33
W10 x 33
W8 x 18
W8 x 18
W8 x 24 W8 x 24
W8 x 24
W8 x 18
W8 x 18
W8 x 18
W8 x 24
W10 x 33
W8 x 18
W8 x 24
W8 x 24
W10 x 33
W10 x 33
W10 x 33
W10 x 33
W8 x 24
W8 x 24
W10 x 33
SIGN
HEIGHT (H)
(FT)
8.00
9.00
10.00
11.00
12.00
13.00
14.00
INTERIOR
SPACING "A"
(FT)
POST SPACING
15.00
16.00
7.00
7.00
7.00
7.00
7.00
7.54
8.12
8.70
9.28
75 COVER
D E
P T
H
S
B
L
D E
P T
H
S
B
ELEVATION VIEW PRECAST
(STUB POST SHALL BE CAST
WITH PRECAST FOUNDATION)
N.TS
TOP VIEW
CAST IN PLACE AND PRECAST
N.TS.
L A
P
S
P L I C
E
M
I N
NOTES:
1. DRILLED SHAFTS SHALL BE CAST IN PLACE. THE CONCRETE SHALL BE POURED
AGAINST UNDISTURBED SOIL.
2. THE CONTRACTOR MAY ELECT TO CONSTRUCT A SPREAD FOOTING OR DRILLED
SHAFT FOOTING PROVIDED THEY DO NOT CONFLICT WITH UNDERGROUND
OBSTRUCTIONS, MAINTENANCE OF TRAFFIC CONSIDERATIONS, ROCK LAYER OR
ANY OTHER SITE CONSTRAINTS. IF SITE CONSTRAINTS PREVENT THE USE OF A
TYPE OF FOOTING, THE CONTRACTOR SHALL DESIGN AND CONSTRUCT A
MODIFIED FOOTING SUITABLE TO THE SITE SUBJECT TO THE APPROVAL OF THE
AUTHORITY.
DESIGN REFERENCES:
1. AASHTO - LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY
SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS - FIRST EDITION 2015, INTERIMS 2017
AND 2018, OR LATER DRAFTS OF SAID SPECIFICATION.
2. LRFD BRIDGE DESIGN SPECIFICATIONS - SEVENTH EDITION, 2014.
DESIGN PARAMETERS:
1. WIND SPEED - 170 M.P.H.
2. ALLOWABLE BEARING PRESSURE 2000 P.S.F.
3. INTERNAL FRICTION ANGLE Ø - 25°
4. SPT N
VALUE = 10
MATERIALS:
1. CONCRETE TYPE I CLASS A-4, PRHTA STANDARD SPECIFICATION 601.
2. STEEL: REINFORCING STEEL AASHTO M31 (ASTM A615) GRADE 60,
PRHTA STANDARD SPECIFICATION 601
CONCRETE COVER:
1. FOOTING BOTTOM 0.075
2. DRILLED SHAFT TOP 0.075
BOTTOM & SIDES 0.075
3. PEDESTAL TOP 0.05
SIDES 0.075
MISCELLANEOUS:
1. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 0.025 WHETHER OR
NOT SUCH CHAMFERS ARE SHOWN ON THE PLAN DETAILS.
2. SPLICES ON LONGITUDINAL DRILLED SHAFT REINFORCEMENT IS NOT
PERMITTED.
3. FOR DRILLED SHAFTS WITH 0.9M DIAMETER, THE MAXIMUM ALLOWED DIAMETER
OF COLUMN POST IS 0.45M (18 INCHES).
STUB POST
FINISHED GRADE
CONCRETE CAST AGAINST
UNDISTURBED SOIL
VERTICAL
REINFORCEMENT
(SEE TABLE 4)
S T
U B
P
S
T
L E
N G
S
B
FINISHED GRADE
VERTICAL
REINFORCEMENT
(SEE TABLE 4)
SATURATED CLEAN SAND
WITH LESS THAN 5%
PASSING THE #200 SIEVE
BACKFILL AGAINST
UNDISTURBED SOIL.
BARS #4 @ 100 PITCH
(SPIRAL)
CLASS A-4
CONCRETE
S T
U
N G
B
VERTICAL REINFORCEMENT
(SEE TABLE 1)
STUB POST
BARS #4 @ 100 PITCH. THREE
FLAT TURNS TOP AND ONE FLAT
TURN BOTTOM.
D I A
M E
T E
R
S
B
DRILLED SHAFTS
POST
SECTION
DIAMETER DEPTH
VERTICAL REINFORCEMENT STUB LENGTH
M M
AMOUNT SIZE
W 6X12
W 8X18 0.60 2.60 10 #6 1.30
W 8X24 0.60 2.90 10 #6 1.30
W 10X33 0.75 3.25 12 #8 1.30
W 12X45 0.75 4.00 12 #8 1.60
M
STUB POST
ELEVATION VIEW CAST IN PLACE
N.TS
BARS #4 @ 100 PITCH
(SPIRAL)
CLASS A-4
CONCRETE
0.45 2.30 8 #5 1.05
TABLE 1
P U E R T O R I C O
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-05
FOUNDATIONS
DRILLED SHAFTS
FEBRUARY 2019
(TYP.)
C POST & SIGN
L
B
W
#3 @ 0.10 (TYP.)
W
T
#3 @ 0.10
T
PEDESTAL
A
PEDESTAL VERTICAL REINFORCEMENT 16 # 5
NOTE:
FOOTING TO BE PLACED
WITH LONGEST SIDE
PARALLEL TO ROADWAY.
PLAN
N.T.S.
TYPICAL PEDESTAL SECTION
N.T.S.
PEDESTAL VERTICAL REINF.
TRANSVERSAL REINFORCEMENT, TOP
(SEE TABLE 2)
LONGITUDINAL REINFORCEMENT, TOP
(SEE TABLE 2)
LONGITUDINAL
REINFORCEMENT, TOP
(SEE TABLE 5)
SECTION 1-1
N.T.S.
C
A
L
C POST & SIGN
STUB POST
FINSHED GRADE
LONGITUDINAL
REINFORCEMENT, TOP
(SEE TABLE 2)
LONGITUDINAL
REINFORCEMENT,
BOTTOM (SEE TABLE 2)
SECTION 2-2
N.T.S.
H
SPREAD FOOTINGS
POST
SECTION
PEDESTAL
DIMENSIONS
VERTICAL
REINFORCEMENT
FOOTING
DIMENSIONS
LONGITUDINAL
REINFORCEMENT
TRANSVERSAL
REINFORCEMENT
T W
QTY.
SIZE
A B C TOP BOTTOM TOP BOTTOM
M
M
M M M
QTY. SIZE QTY. SIZE
SPACING SIZE SPACING SIZE
W 6X12
W 8X18 0.60 0.60 16 #5 1.20 2.65 0.60 5 #4 7 #6 0.3 M #5 0.3 M #5
W 8X24 0.60 0.60 16 #5 1.20 3.10 0.60 5 #4 7 #6 0.3 M #5 0.3 M #5
DESIGN REFERENCES:
1. AASHTO - LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY
SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS - FIRST EDITION 2015, INTERIMS 2017
AND 2018, OR LATER DRAFTS OF SAID SPECIFICATION.
2. LRFD BRIDGE DESIGN SPECIFICATIONS - SEVENTH EDITION, 2014.
DESIGN PARAMETERS:
1. WIND SPEED - 170 M.P.H.
2. ALLOWABLE BEARING PRESSURE 2000 P.S.F.
3. INTERNAL FRICTION ANGLE Ø - 25°
4. SPT N
VALUE = 10
MATERIALS:
1. CONCRETE TYPE I CLASS A-4, PRHTA STANDARD SPECIFICATION 601.
2. STEEL: REINFORCING STEEL AASHTO M31 (ASTM A615) GRADE 60,
PRHTA STANDARD SPECIFICATION 601
CONCRETE COVER:
1. FOOTING: BOTT. 0.075
TOP & SIDES 0.075
2. PEDESTAL: TOP & SIDES 0.075
MISCELLANEOUS:
1. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 0.025 WHETHER OR NOT
SUCH CHAMFERS ARE SHOWN ON THE PLAN DETAILS.
2. PRIOR TO ERECTION OF THE POST, THE BACKFILL MATERIAL SHALL BE IN PLACE.
NOTES:
1. THE CONTRACTOR MAY ELECT TO CONSTRUCT A SPREAD FOOTING OR DRILLED
SHAFT FOOTING PROVIDED THEY DO NOT CONFLICT WITH UNDERGROUND
OBSTRUCTIONS, MAINTENANCE OF TRAFFIC CONSIDERATIONS, ROCK LAYER OR ANY
OTHER SITE CONSTRAINTS. IF SITE CONSTRAINTS PREVENT THE USE OF A TYPE OF
FOOTING, THE CONTRACTOR SHALL DESIGN AND CONSTRUCT A MODIFIED FOOTING
SUITABLE TO THE SITE SUBJECT TO THE APPROVAL OF THE AUTHORITY.
W 10X33 0.60 0.60 16 #5 1.20 3.75 0.75 n/a
W 12X45 0.60 0.60 16 #5 1.50 4.25 0.75
H
M
0.60
0.60
0.75
0.75 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a
TRANSVERSAL REINFORCEMENT,
BOTTOM (SEE TABLE 2)
C
0.60 0.60 16 #5 0.90 2.10 0.60 4 #4 6 #6 0.3 M #4 0.3 M #40.60
TABLE 2
P U E R T O R I C O
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-06
FOUNDATIONS
SPREAD FOOTINGS
SEE DETAIL "A"
BOLT WIND BEAM TO
SIGN POST WITH
5/8" Ø GALVANIZED HEX HEAD BOLT
WITH NUTS & LOCK WASHERS.
SIGN PANEL
H/2
Z5x 6.19 ALUMINUM
VERTICAL HANGER
DETAIL "A"
ATTACHMENT OF SIGN PANEL TO SIGN POST
N.T.S.
Z3x2.33 ALUMINUM
HORIZONTAL WIND BEAM
H/2
1/4" Ø AT 14" SPACING
ALUMINUM FLAT HEAD
MACHINE BOLT WITH
NYLON WASHERS,
LOCK WASHERS AND NUTS
SIDE ELEVATION
N.T.S.
SIGN PANEL
SPLICE
SEE DETAIL "B"
0.050
DETAIL "B"
SIGN PANEL SPLICE
N.T.S.
PLAN VIEW
0.356
0.025
ALUMINUM
BACKING STRIP
WIND
BEAM
0.010
1/4" Ø
ALUMINUM FLAT HEAD
MACHINE BOLT
WITH NYLON WASHERS
AND NUTS
ELEVATION
C PANEL SPLICE
L
SIGN PANEL
(TYP.)
C PANEL SPLICE
L
ALUMINUM BACKING STRIP
1/8" THICK
0.050
0.100
SIGN PANELS BUTT TOGETHER
SIGN PANEL (TYP.)
1/4" Ø
ALUMINUM FLAT HEAD
MACHINE BOLT
WITH NYLON WASHERS
AND NUTS
NOTES:
1. MAXIMUM DEVIATION FROM VERTICAL, FOR ANY COMPONENT, IN ANY
DIRECTION SHALL BE 1/8 INCHES IN A FOOT.
2. MAXIMUM DEVIATION FROM HORIZONTAL, FOR ANY COMPONENT, IN
ANY DIRECTION SHALL BE 1/8" IN A FOOT.
3. SIGN CORNERS SHALL BE ROUNDED AS FOLLOWS:
* FOR SIGNS WITH ONE OF ITS DIMENSIONS, HEIGHT (H) OR WIDTH (W),
LESS THAN 8 FEET (2.4 METERS) CORNER ROUNDING SHALL EQUAL TO
1/8 INCHES OF THE LESSER DIMENSION.
* FOR SIGNS WITH BOTH OF ITS DIMENSIONS, HEIGHT (H) AND WIDTH (L),
EQUAL TO OR GREATER THAN 8 FEET (2.4 METERS) CORNER ROUNDING
SHALL EQUAL TO 1 FEET (0.30 METERS).
4. THE WIND BEAM NEAR THE HINGE POINT MAY BE ROTATED 180
DEGREES AT THE CONTRACTOR'S OPTION.
5. THE BOLT ATTACHING THE SIGN PANEL TO THE WIND BEAMS SHALL BE
SPACED STARTING AT THE CENTER LINE OF THE PANEL AND
PROGRESSING OUT WALL.
6. SIGN PANEL VERTICAL SPLICES SHALL HAVE A MINIMUM SPACING OF
1.22M (4.0'). NO HORIZONTAL SPLICES SHALL BE ALLOWED.
7. EQUAL SPACING FOR TWO, THREE, FOUR OR FIVE WIND BEAMS.
PARTIAL REAR ELEVATION
N.T.S.
SIGN PANEL
(TYP.)
W I N
D
B
E A
M
E
X T
E R
I O
R
S
P A
C I N
G
A
S
B
SIGN POST
SIGN POST
1/42-11/16
3" x 2-11/16" x 1/4"
SECTION
d
(INCHES) (INCHES)
tb
(INCHES)
Z SHAPE WIND BEAM
N.T.S.
Z SHAPE
WIND BEAMS DIMENSIONS
0.025
0.010 b d t
WIND BEAMS QUANTITY AND SPACING
SIGN
HEIGHT (H)
(FT)
QUANTITY
(FT)
WIND BEAMS
A
(EXTERIOR SPACING)
(FT)
0.87
0.73
0.842
B
(INTERIOR SPACING)
SIGN WIDTH (W)
W I N
D
B
E A
M
I N
T E
R I O
R
S
P A
C I N
G
B
S
T
B
A
A
S I G
N
H
E I G
B
B
1.02
1.16
0.96
1.07
1.18
1.28
1.11
1.19
1.28
1.36
2.13
1.78
2.32
2.49
2.84
2.36
2.62
2.88
3.14
2.70
2.91
3.11
3.32
TABLE 3
C POST HINGE
AT BOTTOM OF
SIGN ± 25 mm
L
FOR HINGE
SEE HINGE
JOINT DETAIL
P U E R T O R I C O
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-07
SIGN PANEL ASSEMBLY
DETAILS
13/16"
6 1/2" cb
1 1/14" e
15/16" d
7/8" t DD
11/16"
L
SECTION
W6 x 12
POST
W10 x 33
W12 x 45
W8 x 18
4"
1 3/8" 1 1/8" 1 1/4" 3/4"
8" 2" 1 1/8"
FLANGE HOLES FOR
FUSE AND HINGE PLATES
SHALL BE DRILLED OR
SUB-PUNCHED AND
REAMED. HIGH
STRENGTH BOLTS,
WASHERS AND NUTS
(SEE TABLE 4 FOR SIZE).
SEPARATE POSTS
REQUIRED
CENTER POST
cc c c a a/2 a/2 e b d d b d d
₂ 1 ₂ 1a
7 1/4"
W8 x 24
1 5/16"
8 1/4"
8 1/4"
9 1/4"
11"
5 1/4"
8"
1 3/8"
2"
1 1/2"
1 3/4"
1 3/4"
1 1/2"
1 3/4"
1 3/4"
3/8"
3/8"
1/2"
5/8"
3/4"
1"
1"
13/16"
13/16"
1 1/16"
1 1/16"
3/4"
1"
1"
5/8"
THICKNESS=t₂
C COLUMN HINGE
MATCH COLUMN
FLANGE THICKNESSD₂ Ø HOLE (TYP.)
D
∅ HOLE (TYP.)
D₂ Ø HOLES
FOR L H.S.
BOLTS TYP.
C SIGN POST
HINGE JOINT DETAIL
N.T.S.
TOP POST
HINGE PLATE
FUSE PLATE
FUSE PLATE
N.T.S.
HINGE PLATE
N.T.S.
D₂ Ø HOLES
FOR L H.S.
BOLTS TYP.
T
MATCH COLUMN
FLANGE THICKNESS
W6x12
SECTION
(INCHES)
7 7/8
(INCHES)
d
1/44
6 1/2
(INCHES)
3/8
1/4
(INCHES)
POST
8 1/8 5-1/4 5/16
T w
Tf d
Bf
W SHAPE POST
N.T.S.
W SHAPES DIMENSIONS
W8x18
W8x24
W10x33
W12x45
Bf T w
Tf
9 3/4
5/168 7/16
5/168 9/16
1/4
1/4
DIRECTION
OF TRAFFIC
e e
TABLE 4
FUSE AND HINGE PLATES DATA
TABLE 5
L
L
P U E R T O R I C O
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-08
FUSE AND HINGE PLATES
SECTION
W8x24
W12x45
W10x33
REMOVE ALL GALVANIZING
RUNS OR BEADS IN WASHER AREA
GRIND
TOP OF FOUNDATION
AND FINISHED GRADE
WASHER DETAIL
SEE BOLT KEEPER
H.S.BASE BOLT WITH 3
WASHERS & HEX NUT
ON EACH BOLT. SEE TABLE 6
FOR BOLT DIA. & TORQUE
SEE NOTE 1
A
SB
4 3/4
Dg R fb T1
TORQUE
270 +/- 45
(lbf*in)
T2 W
12"
HOLE SIZE = Ø OF BOLT PLUS 1/16"
SEE BASE PLATE DETAIL
b
B
A b f
GRIND
ABOVE FINISHED GRADE
MAXIMUM PROJECTION
STUB POST
B
DEPTH OF SECTION
S S
BOLT = L
A
W₂
WASHER DETAIL
SEE BOLT KEEPER
TOP BASE PLATE
T
Y
P
A
B
B
R
A/2
T1
F
S
B
POST
W8x18
SECTION A-A
N.T.S.
PLATE THICKNESS = 0.0149"
(28 GAUGE)
BOLT KEEPER PLATE DETAIL
N.T.S.
STIFFENER PLATE
N.T.S.
CONNECTION DATA
SIGN POST AND STUB POST ELEVATION
N.T.S.
BASE PLATE DETAIL
N.T.S.
R
D g
12"
NOTES:
1. ASSEMBLY OF BASE INSTRUCTIONS:
A. PLACE ONE WASHER ON EACH BASE BOLT BETWEEN THE BOTTOM BASE
PLATE AND THE HEAD OF HIGH STRENGTH BASE BOLT; PLACE THE NEXT
WASHER BETWEEN THE BOTTOM BASE PLATE AND THE BOLT KEEPER PLATE;
ADD THE TOP BASE PLATE SECTION AND PLACE THE THIRD WASHER
BETWEEN THE TOP BASE PLATE AND THE NUT.
B. SHIM AS REQUIRED TO PLUMB COLUMN. PROVIDE 2-0.0149" THICK (28 GAUGE)
AND 2-0.0329" THICK (21 GAUGE) BRASS SHIMS PER COLUMN.
2. H.S. BASE BOLT L₂ TIGHTENING INSTRUCTIONS:
A. TIGHTEN BASE BOLTS TO THE MAXIMUM POSSIBLE WITH A 12" TO 15" WRENCH
(THIS WILL BED THE WASHERS AND SHIMS AND CLEAR THE BOLT THREADS).
B. LOOSEN EACH BASE BOLT ONE TURN.
C. UNDER THE SUPERVISION OF THE ENGINEER, USE A CALIBRATED WRENCH TO
TIGHTEN BOLTS TO THE TORQUE PRESCRIBED IN THE TABLE. OVER
TIGHTENED BASE BOLTS WILL NOT BE PERMITTED.
D. BURR THREADS AT JUNCTION WITH NUT TO PREVENT NUT LOOSENING. TREAT
DAMAGED GALVANIZING.
SHIMS AS REQUIRED
W₂
W₂
BOLT KEEPER PLATE
SHIMS AS REQUIRED
W₂
WASHER (TYP.)
BOTTOM BASE PLATE
H.S. BASE BOLT
DIA. = L ₂
D.O.T.
W₂
R (TYP.)
SIGN POST SECTION
SIDE ELEVATION FRONT ELEVATION
W₂
STIFFENER PLATE
⅊THICKNESS = T₂
R (TYP.)
1 1/8 1 3/16 2 1/2 1/2 5/8
3/8
5 1/8
1/4
5 3/4 1 1/2 1 3/8
2 3/4 2 3/16 5/8 3/4
7/16 445 +/- 75
580 +/- 90
445 +/- 75
580 +/- 90
6 1/4 2 3/16
2 3/8
2 3/4
1/4
5/16
5/16
5/16
1 3/4
1 9/16
1 9/16
1 3/8
3 1/2
3/4
3/4
3/4
3/4
7/16
9/16
9/16
2 3/4
2 3/8
(SEE DETAIL)
(SEE DETAIL)
₂
W6x12
STIFFENER PLATE
SEE DETAIL
ON THIS SHEET
W
W
W
W₂ W
PLATE THICKNESS = T1
TABLE 6
P U E R T O R I C O
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-09
BASE CONNECTION DETAILS
STIFFENERS
Z4x2.85
2"
2"
POST (SEE TABLE 7)
2"
4"
C
L
1"
6"
6"
BOLT WIND BEAM TO STIFFENER WITH
5/16"Ø ALUMINUM FLAT HEAD MACHINE
SCREWS WITH NUTS AND LOCK WASHER.
18"
6"
8"
4"
2"
4"
M2-1 OR M3-1 TO M3-4
OR M4-1 TO M4-4
M1-6A, M1-6B, M1-6C
OR M1-6D
M5-1, M5-2 OR
M6-1 TO M6-7
USE FASTENERS FOR ATTACHING SIGN PLATE TO
STIFFENER AS PER SMALL TRAFFIC SIGNS
STANDARD DRAWINGS
BOLT WIND BEAM TO POST WITH 5/8"Ø HOT
DIP GALVANIZED STEEL BOLTS WITH NUTS
AND LOCK WASHERS. BOLT WITH TWO
BOLTS AT EACH POST.
USE FASTENERS FOR ATTACHING SIGN PLATE
TO POST AS PER SMALL TRAFFIC SIGNS
STANDARD DRAWINGS
TYPICAL ROUTE MARKER ASSEMBLY
FOR THREE 36" x 36" ROUTE MARKERS
WITH OR WITHOUT AUXILIARY PLATES
N.T.S.
P U E R T O R I C O
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-10
ROUTE MARKERS
SIGN ASSEMBLY DETAILS
FOR THREE 36" X 36"
FEBRUARY 2019
CLEAR HEIGHT
(FT.)
UP TO 12
POST
SECTION
W8 x 18
ROUTE MARKERS
POST SECTIONS
TABLE 7
Z4x2.85
2"
POST (SEE TABLE 8)
STIFFENERS
2"
2"
STIFFENERS
2"
C
L
6"
1" 1"
2"
18"
4"
8"
4"
18"
4"
4"
M2-1 OR M3-1 TO M3-4
OR M4-1 TO M4-4
BOLT WIND BEAM TO STIFFENER
WITH 5/16" ALUMINUM FLAT HEAD
MACHINE SCREWS WITH NUTS AND
LOCK WASHER.
M1-6A, M1-6B, M1-6C OR M1-6D
M5-1, M5-2 OR
M6-1 TO M6-7
BOLT WIND BEAM TO
STIFFENER WITH 5/16"Ø
ALUMINUM FLAT HEAD
MACHINE SCREWS WITH
NUTS AND LOCK WASHER.
USE FASTENERS FOR ATTACHING SIGN PLATE TO STIFFENER AS
PER SMALL TRAFFIC SIGNS STANDARD DRAWINGS
BOLT WIND BEAM TO POST WITH 5/8"Ø
HOT DIP GALVANIZED STEEL BOLTS WITH
NUTS AND LOCK WASHERS. BOLT WITH
TWO BOLTS AT EACH POST.
USE FASTENERS FOR ATTACHING SIGN PLATE TO
STIFFENER AS PER SMALL TRAFFIC SIGNS STANDARD
STANDARD DRAWINGS.
BOLT WIND BEAM TO POST WITH 5/8"Ø
HOT DIP GALVANIZED STEEL BOLTS WITH
NUTS AND LOCK WASHERS. BOLT WITH
TWO BOLTS AT EACH POST.
TYPICAL ROUTE MARKER ASSEMBLY
FOR FOUR 36" x 36" ROUTE MARKERS
N.T.S.
P U E R T O R I C O
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-11
ROUTE MARKERS
SIGN ASSEMBLY DETAILS
FOR FOUR 36" X 36"
FEBRUARY 2019
CLEAR HEIGHT
(FT.)
UP TO 12
POST
SECTION
W8 x 18
ROUTE MARKERS
POST SECTIONS
TABLE 8
1"
2"
POST (SEE TABLE 9)
2"
2"
2"
2"
Z4x2.85
POST (SEE TABLE 10)
2"
2"
2"
6"
6"
2"
C
L
6"
12"
12"
6"
12"
6"
STIFFENERS
24"
9"
9"
8"
2"
USE FASTENERS FOR
ATTACHING SIGN
PLATE TO POST
(W6x12) AS PER
SMALL TRAFFIC
SIGNS STANDARD
DRAWINGS.
M1-6A, M1-6B, M1-6C OR M1-6D
M2-1 OR M3-1 TO M3-4
OR M4-1 TO M4-4
M5-1, M5-2 OR
M6-1 TO M6-7
TYPICAL ROUTE MARKER ASSEMBLY
FOR ONE 48" x 48" ROUTE MARKER WITH
OR WITHOUT AUXILIARY PLATES
N.T.S.
BOLT WIND BEAM TO POST
WITH 5/8" Ø HOT DIP
GALVANIZED STEEL BOLTS
WITH NUTS AND LOCK
WASHERS. BOLT WITH TWO
BOLTS AT EACH POST
BOLT WIND BEAM TO
STIFFENER WITH
5/16"Ø ALUMINUM
FLAT HEAD MACHINE
SCREWS WITH NUTS
AND LOCK WASHER.
M5-1, M5-2 OR
M6-1 TO M6-7
M1-6A, M1-6B, M1-6C OR M1-6D
USE FASTENERS FOR
ATTACHING SIGN
PLATE TO STIFFNERS
AS PER SMALL
TRAFFIC SIGNS
STANDARD DRAWINGS
M2-1 OR M3-1 TO M3-4
OR M4-1 TO M4-4
TYPICAL ROUTE MARKER ASSEMBLY
FOR TWO 48" x 48" ROUTE MARKERS
WITH OR WITHOUT AUXILIARY PLATES
N.T.S.
12"
P U E R T O R I C O
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-12
ROUTE MARKERS
SIGN ASSEMBLY DETAILS
FOR ONE AND TWO 48"X48" OR 48"X36"
FEBRUARY 2019
CLEAR HEIGHT
(FT.)
< THAN 8
POST
SECTION
W6 x 12
ROUTE MARKERS
POST SECTIONS
TABLE 9
GROUND MOUNTED TRAFFIC SIGNS
CLEAR HEIGHT
(FT.)
POST
SECTION
ROUTE MARKERS
POST SECTIONS
TABLE 10
8 TO 14 W8 x 18
LESS THAN 14 W8 x 18
USE W12 x 45 POST
2"
2"
2"
Z4x2.85
1"
2"
2"
2"
1"
L
C
6"
12"
6"
STIFFENERS
6"
24"
2"
TYPICAL ROUTE MARKER ASSEMBLY
FOR THREE 48" x 48" ROUTE MARKERS
WITH OR WITHOUT AUXILIARY PLATES
N.T.S.
M2-1 OR M3-1 TO M3-4
OR M4-1 TO M4-4
BOLT WIND BEAM TO POST WITH 5/8" Ø
HOT DIP GALVANIZED STEEL BOLTS WITH
NUTS AND LOCK WASHERS. BOLT WITH
TWO BOLTS AT EACH POST
BOLT WIND BEAM TO STIFFENER WITH 5/16" Ø
ALUMINUM FLAT HEAD MACHINE SCREWS WITH
NUTS AND LOCK WASHER
M2-1 OR M3-1 TO M3-4
OR M4-1 TO M4-4
USE FASTENERS FOR ATTACHING SIGN PLATE
TO STIFFENERS AS PER SMALL TRAFFIC SIGNS
STANDARD DRAWINGS
M1-6A, M1-6B, M1-6C OR M1-6D
M5-1, M5-2 OR
M6-1 TO M6-7
M5-1, M5-2 OR
M6-1 TO M6-7
M1-6A, M1-6B, M1-6C OR M1-6D
USE FASTENERS FOR ATTACHING SIGN PLATE
TO POST (W12x40) AS SMALL TRAFFIC SIGNS
STANDARD DRAWINGS
USE W12 x 45 POST
8"
12"
P U E R T O R I C O
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-13
ROUTE MARKERS
SIGN ASSEMBLY DETAILS
FOR THREE 48" X 48" OR 48" X 36"
USE W12 x 45 POST
2"
Z4x2.85
2"
2"
2"
1"
6"
12"
6"
12"
12"
6"
1"
6" 6"
1"
1"
24"
24"
STIFFENERS
2"
2"
8"
2"
M2-1 OR M3-1 TO M3-4
OR M4-1 TO M4-4
M1-6A, M1-6B, M1-6C OR M1-6D
M5-1, M5-2 OR
M6-1 TO M6-7
BOLT WIND BEAM TO POST WITH 5/8"Ø
HOT DIP GALVANIZED STEEL BOLTS WITH
NUTS AND LOCK WASHERS. BOLT WITH
TWO BOLTS AT EACH POST
BOLT WIND BEAM TO STIFFENER WITH 5/16" Ø
ALUMINUM FLAT HEAD MACHINE SCREWS WITH
NUTS AND LOCK WASHER.
USE FASTENERS FOR ATTACHING SIGN PLATE
TO POST (W12x40) AS SMALL TRAFFIC SIGNS
STANDARD DRAWINGS
M2-1 OR M3-1 TO M3-4
OR M4-1 TO M4-4
USE FASTENERS FOR ATTACHING SIGN PLATE
TO STIFFENERS AS PER SMALL TRAFFIC SIGNS
STANDARD DRAWINGS
M1-6A, M1-6B, M1-6C OR M1-6D
M5-1, M5-2 OR
M6-1 TO M6-7
TYPICAL ROUTE MARKER ASSEMBLY FOR
FOUR 48" x 48" ROUTE MARKERS WITH
OR WITHOUT AUXILIARY PLATES
N.T.S.
12"
P U E R T O R I C O
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-14
ROUTE MARKERS
SIGN ASSEMBLY DETAILS
FOR FOUR 48" X 48" OR 48" X 36"
15 1/2"
17"
32 1/2"
22 1/4"
1"
5 3/8"
1"1"
1 3/4"
6 5/8"
18"D
14"
VARIES
6"
CENTER LINE FOR NUMBERS
VARIESVARIES
E5-1A
N.T.S.
COLORS
LEGEND - WHITE (REFL.)
BACKGROUND - GREEN (REFL.)
2.3
2.3
2.8
2.8
2.3
ALTERNATE POSTS FOR SIGN E5-1A
108 INCHES
90 INCHES
72 INCHES
SIGN WIDTH (X)
4 DIGITS
3 DIGITS
1 AND 2 DIGITS
NUMBER OF DIGITS
IN EXIT NUMBER
1 POST W 6 X 12
1 POST W 6 X 12
QUANTITY
OF POST SUPPORTS
AND SECTIONS
60"
8"
8"
12"D
28.59"28.59"
1 1/2"
ARROW CENTER LINE
8"
C
L
X
45°
72 INCHES NONE 1 POST W 6 X 12
8"
28.59"28.59"
X
60"
8"
12"D
8"
45°
1 1/2"
SPACING BETWEEN LETTERS
N.T.S.
ARROW DETAIL
N.T.S
GENERAL NOTES:
1. LETTERS AND NUMBERS SHALL CONFORM TO FHWA STANDARD ALPHABETS. LETTER SPACING
SHALL BE AS INDICATED HEREIN.
2. NUMBERED EXIT SIGNS (E5-1A) DIGITS INCLUDES NUMERALS AND LETTERS.
3. ON E5-1A, THE NUMBERS AND LETTER OF THE EXIT DESIGNATION SHALL BE AS INDICATED IN THE
CONSTRUCTION PLANS.
4. ON E5-1, THE ARROW SHALL BE CENTERED HORIZONTALLY IN THE SIGN.
5. ALL OTHER REQUIREMENTS FOR THE CONSTRUCTION AND INSTALLATION OF THE EXIT GORE SIGN, SHALL COMPLY WITH THE GROUND MOUNTED SIGNS STANDARD DRAWINGS.
E5-1
N.T.S.
COLORS
LEGEND - WHITE (REFL.)
BACKGROUND - GREEN (REFL.)
1 POST W 8 X 18
P U E R T O R I C O
DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
GMTS-15
EXIT GORE SIGNS
FEBRUARY 2019
GROUND MOUNTED TRAFFIC SIGNS
AutoCAD SHX Text C
AutoCAD SHX Text
BOLT A307, 1/4"Ø WITH NUTS
AND LOCK WASHES
WIND BEAMS Z TYPE
CONNECT WIND BEAM TO STIFFENER
WITH BOLT A307, 1/4"Ø
WITH NUTS & LOCK WASHERS.
1.7
1.7
1.7
1.7
2.1
EXIT NUMBER PANEL
E1-5
COLORS
LEGEND:WHITE (REFL.)
BACKGROUND:GREEN (REFL.) 30" 10"C
7-1/2"
7-1/2"
15" E
VARIES
38.72"
3/4"
11" 12" 4"VARIES 8"
EXIT NUMBER PANEL
EXISTING OR PROPOSED
GUIDE SIGN
STIFFENER
USE THE SAME
WIND BEAM
Z TYPE OF
EXISTING OR
PROPOSED
GUIDE SIGN.
USE INTERMEDIATE STIFFENERS AT
EXISTING OR PROPOSED GUIDE SIGN
WIND BEAMS
Z TYPE
STIFFENERS
18"
6"
6"
MAXIMUM SPACING OF 48"
STIFFENERS SHALL BE
ADJUSTED
TO THE LOCATION OF
THE SECOND
Z BEAM OF EXISTING
OR PROPOSED
GUIDE SIGN.
30"
36" VARIES 36"
EXIT NUMBER
PANEL E1-5
ATTACHMENT TO GUIDE SIGN
N.T.S.
SPACING BETWEEN LETTERS
N.T.S.
LOCATION DETAIL
N.T.S.
EXISTING PROPOSED GUIDE SIGN
SIDE VIEW
N.T.S.
NOTES:
1. PLACE THE EXIT NUMBER PANEL ON THE RIGHT EDGE OF THE GUIDE SIGN FOR RIGHT
HAND EXITS, AND ON THE LEFT EDGE OF THE GUIDE SIGN FOR LEFT HAND EXITS.
2. WHEN THE EXIT NUMBER IS INCLUDED AS PART OF A NEW GUIDE SIGN, THE EXIT
NUMBER PANEL SHALL BE A SUBSIDIARY OBLIGATION OF THE GUIDE SIGN PAY ITEM.
3. WHEN THE EXIT NUMBER PANEL IS TO BE ATTACHED TO AN EXISTING GUIDE SIGN,
PAYMENT WILL BE PROVIDED IN THE CONTRACT.
4. IN ALL CASES, THE STIFFENERS AND FASTENERS USED TO ATTACH THE EXIT NUMBER
PANEL TO THE EXISTING OR PROPOSED GUIDE SIGN SHALL BE A SUBSIDIARY
OBLIGATION.
5. EXIT NUMBER PANEL DETAILS APPLY TO GROUND MOUNTED INSTALLATION,
OVERHEAD INSTALLATIONS AND SIGN BRIDGE…
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