PRHTAs Standard Drawings.pdf

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

STANDARD DRAWINGS INDEX

DATE DRAWING

NUMBER TITLE DATE DRAWING

NUMBER TITLE

ADA Ramps December- 1998 DR-06 Drainage: Inlet Type 1 from 18-Inch to 30-Inch Diameter Bicycle Grate

June- 2012 ADA-01 General Notes and Typical Sections December- 1998 DR-07 Drainage: Inlet Type 1 from 18-Inch to 30-Inch Diameter Alternate Grate June- 2012 ADA-02 Pedestrian Curb Ramp: Curb Ramps Type 1 and 2 December- 1998 DR-08 Drainage: Inlet Type 1A from 36-Inch to 48-Inch Diameter Alternate Grate June- 2012 ADA-03 Pedestrian Curb Ramp: Curb Ramps Type 3 and 4 December- 1998 DR-09 Drainage: Inlet Type 1A from 36-Inch to 48-Inch Diameter Bicycle Grate June- 2012 ADA-04 Pedestrian Curb Ramp: Curb Ramp Type 5 December- 1998 DR-10 Drainage: Inlet Type 2 from 18-Inch to 30-Inch Diameter June- 2012 ADA-05 Pedestrian Curb Ramp: Curb Ramp Type 6 December- 1998 DR-11 Drainage: Inlet Type 2A from 36-Inch to 48-Inch Diameter June- 2012 ADA-06 Pedestrian Curb Ramp: Curb Ramp Type 7 December- 1998 DR-12 Drainage: Inlet Type 3 from 18-Inch to 30-Inch Diameter June- 2012 ADA-07 Pedestrian Curb Ramp: Curb Ramp Type 8 December- 1998 DR-13 Drainage: Inlet Type 3A from 36-Inch to 48-Inch Diameter June- 2012 ADA-08 Pedestrian Refuge Island Details December- 1998 DR-14 Drainage: Inlet Type 4 from 18-Inch to 30-Inch Diameter December- 1998 DR-15 Drainage: Inlet Type 4A from 36-Inch to 48-Inch Diameter Bus Stop Shelter December- 1998 DR-16 Drainage: Inlet Type 5 (Depressed Grass Media)

October-1997 BSS-01 Bus Stop Shelter: Construction Details December- 1998 DR-17 Drainage: Drainage Precast Curb Drains October-1997 BSS-02 Bus Stop Shelter: Construction Details December- 1998 DR-18 Drainage: Bridge End Inlet December- 1998 DR-19 Drainage: Precast Concrete End Section Concrete Barrier December- 1998 DR-20 Drainage: Metal End Sections

December- 2017 CB-01 Concrete Barrier: Index and Notes December- 1998 DR-21 Drainage: Reinforced Concrete Headwalls Type A and B December- 2017 CB-02 Concrete Barrier: F Shape Details December- 1998 DR-22 Drainage: Transversable Headwalls Type C with Load-Carrying Grate December- 2017 CB-03 Concrete Barrier: F Shape Details December- 1998 DR-23 Drainage: Headwall Type D December- 2017 CB-04 Concrete Barrier: Single Slope Details December- 1998 DR-24 Drainage: Manhole Adjustments December- 2017 CB-05 Concrete Barrier: Single Slope Transition Single Slope to F Shape December- 1998 DR-25 Drainage: Manhole Adjustments December- 2017 CB-06 Concrete Barrier: End Section Details October- 2000 DR-25A Drainage: Manhole Adjustment (Manufactured by Andrews Metal Products) December- 2017 CB-07 Concrete Barrier: End Section Details October- 2000 DR-25B Drainage: Manhole Adjustment (Manufactured by Andrews Metal Products) December- 2017 CB-08 Concrete Barrier: End Section Details for Speed 35 MPH or Less October- 2000 DR-25C Drainage: Manhole Adjustment (Manufactured by Andrews Metal Products) December- 2017 CB-09 Concrete Barrier: Reflector Detail October- 2000 DR-25D Drainage: Manhole Adjustment (Manufactured by Andrews Metal Products) December- 2017 CB-10 Concrete Barrier: Utility Pole Cover December- 1998 DR-26 Drainage: Typical Curbs December- 2017 CB-11 Concrete Barrier: Overhead Sign Support Protection December- 2017 CB-12 Concrete Barrier: Pier Protection Details Erosion Control October- 1998 ER-01 Devices Silt Fence Delineators October- 1998 ER-02 Straw Bales

October- 1997 DLN-01 Delineators: Standard Mounting (Types 1, 2, 3 and 4) October- 1998 ER-03 Silt Fence with Straw Bales October- 1997 DLN-02 Delineators: Typical Application (Types 1, 2, 3 and 4) October- 1998 ER-04 pH Calculation Lime Requirements for Acid Soils October- 1998 ER-05 pH Calculation Lime Requirements for Acid Soils Destination Signs Panels October- 1998 ER-06 pH Calculation Lime Requirements for Acid Soils

July- 2000 DSP-01 Destination Signs Panels: Arrows for Guide Signs October- 1998 ER-07 pH Calculation Lime Requirements for Acid Soils October- 1998 ER-17 Slope Protection Plastic Liner Installation Drainage

Fences and Gates December- 1998 DR-02 Drainage: Slotted Pipe and Installation Details October- 1997 FEGA-01 Fences and Gates: Barbed Wire Fence December- 1998 DR-03 Drainage: Manhole for Slotted Pipe from 18-Inch to 36-Inch Diameter October- 1997 FEGA-02 Fences and Gates: Chainlink Gate and fence December- 1998 DR-04 Drainage: Slotted Pipe and Installation Details for Existing Conditions October- 1997 FEGA-03 Fences and Gates: Wire Mesh Fence December- 1998 DR-05 Drainage: Slotted Pipe and Installation Details from 18-Inch to 36-Inch Diameter October- 1997 FEGA-04 Fences and Gates: Wire Mesh Fence (For Access Control)

DATE DRAWING

NUMBER TITLE DATE DRAWING

NUMBER TITLE

Gabions

July- 2000 GABI-01 Gabions: Welded Wire Gabion Dimensions February- 2019 GMTS-10 Ground Mounted Traffic Signs: Route Markers Sign Assembly Details for Three 36- Inch by 36-Inch

July- 2000 GABI-02 Gabions: Welded Wire Gabion Binders and Lacing Patterns February- 2019 GMTS-11 Ground Mounted Traffic Signs: Route Markers Sign Assembly Details for Four 36-Inch by 36-Inch

July- 2000 GABI-03 Gabions: Welded Wire Gabion Installation Procedures 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

July- 2000 GABI-04 Gabions: Welded Wire Gabion Geotextiles 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

July- 2000 GABI-05 Gabions: Twisted Wire Gabion Dimensions 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

July- 2000 GABI-06 Gabions: Twisted Wire Gabion Binders and Lacing Patterns February- 2019 GMTS-15 Ground Mounted Traffic Signs: Exit Gore Signs July- 2000 GABI-07 Gabions: Twisted Wire Gabion Installation Procedures February- 2019 GMTS-16 Ground Mounted Traffic Signs: Supplemental Guide Signs Exit Number Plaque July- 2000 GABI-08 Gabions: Twisted Wire Gabion Geotextiles Guide Signs October-2000 GS-01 Guide Signs: General Information Signs August-1999 GS-02 Guide Signs: Route Markers for Guide Signs Use August-1999 GS-03 Guide Signs: Route Markers for Guide Signs Use General Information Signs August-1999 GS-04 Guide Signs: Cardinal Direction Word for Guide Signs Use

July- 2000 GIS-01 General Information Signs: General Notes August-1999 GS-04A Guide Signs: Miscellaneous Details Accents July- 2000 GIS-02 General Information Signs: Auxiliary Plate August-1999 GS-07 Guide Signs: General Information Signs Port Sign July- 2000 GIS-02A General Information Signs: Auxiliary Plate July- 2000 GIS-03 General Information Signs: Principal Airport Sign Lighting Standards July- 2000 GIS-04 General Information Signs: Library Sign June-1996 LS-01 Standard Legend, Notes & Design Criteria July- 2000 GIS-06 General Information Signs: Bus Stop Sign November-1996 LS-02 Aluminum Lighting Standard December- 2000 GIS-07 General Information Signs: Race Track Sign November-1996 LS-03 Special Lighting Standard December- 2000 GIS-08 General Information Signs: Moscoso Bridge Sign June-1996 LS-04 Lighting Pole Installation Detail November-1996 LS-05 Pole Base and Anchor Detail Gravity Retaining Wall Dimensions June-1996 LS-06 Pull Box for Lighting Circuits Detail

October- 1997 REWA-01 Gravity Retaining Wall Dimensions November-1996 LS-07 Arm Support & Hand Hole Detail June-1996 LS-08 Underpass and Pedestrian Bridge Standard Ground Mounted Traffic Signs June-1996 LS-09 Pole Mounted Substation Standard-I

February- 2019 GMTS-01 Ground Mounted Traffic Signs: Index and Notes June-1996 LS-10 Pad Mounted Substation Standard-II February- 2019 GMTS-02 Ground Mounted Traffic Signs: Materials Specifications June-1996 LS-11 Pad Mounted Substation Standard-III February- 2019 GMTS-03 Ground Mounted Traffic Signs: Post Section Selection One Post June-1996 LS-12 Median Barrier Mounting Detail August- 2020 GMTS-04 Ground Mounted Traffic Signs: Post Section Selection Two Post June-1996 LS-13 Trench Detail Standard August- 2020 GMTS-05 Ground Mounted Traffic Signs: Foundations Drilled Shafts November-1996 LS-14 Highmast Lighting Standard August- 2020 GMTS-06 Ground Mounted Traffic Signs: Foundations Spread Footings June-1996 LS-15 Highmast Detail February- 2019 GMTS-07 Ground Mounted Traffic Signs: Sign Panel Assembly Details June-1996 LS-16 Temporary Lighting Standard February- 2019 GMTS-08 Ground Mounted Traffic Signs: Fuse and Hinge Plates December- 1998 LS-17 Highway Lighting Alternate Bases for Aluminum Lighting Poles August- 2020 GMTS-09 Ground Mounted Traffic Signs: Base Connection Details May-1998 LS-17A Highway Lighting Alternate Bases Precast base for Round High Mast (80’-0” and

100’-0”

DATE DRAWING

NUMBER TITLE DATE DRAWING

NUMBER TITLE

Impact Attenuators

December-2018 IA-01 Impact Attenuators: Index Notes June-2012 MPT-25 Maintenance and Protection of Traffic: Warning Signs December-2018 IA-02 Impact Attenuators: Crash Cushions Approved List June-2012 MPT-26 Maintenance and Protection of Traffic: Warning Signs December-2018 IA-03 Impact Attenuators: Inertial Crash Cushions (ICC) or Modules Approved List June-2012 MPT-27 Maintenance and Protection of Traffic: Warning Signs December-2018 IA-04 Impact Attenuators: Inertial Crash Cushions (ICC) or Modules Typical Installation

Details

December-2018 IA-05 Impact Attenuators: Typical Installation Details (X ≤ 2MTS.)

December-2018 IA-06 Impact Attenuators: Typical Installation Details (X ≥ 2MTS.) Metal Barrier June-2018 MB-01 Metal Barrier: W-Beam Guardrail Index and Notes Maintenance and Protection of Traffic June-2018 MB-02 Metal Barrier: W-Beam Guardrail Assembly Details

June-2012 MPT-01 Maintenance and Protection of Traffic: Channelizing Devices June-2018 MB-03 Metal Barrier: W-Beam Guardrail Standard Section Hardware June-2012 MPT-02 Maintenance and Protection of Traffic: Channelizing Devices June-2018 MB-04 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-05 Metal Barrier: W-Beam Guardrail Standard Section Hardware June-2012 MPT-04 Maintenance and Protection of Traffic: Temporary Impact Attenuator December- 2020 MB-06 Metal Barrier: Existing W-Beam Strong Post Transition to W-Beam Guardrail

Standard Height June-2012 MPT-05 Maintenance and Protection of Traffic: F-Shape Temporary Concrete Barrier with

Connecting Pin June-2018 MB-07 Metal Barrier: W-Beam Guardrail (Guardrail Reflector Details)

June-2012 MPT-06 Maintenance and Protection of Traffic: F-Shape Temporary Concrete Barrier with Side Plate

June-2018 MB-08 Metal Barrier: W-Beam Guardrail (Reduced Post Spacing)

June-2012 MPT-07 Maintenance and Protection of Traffic: Temporary Concrete Barrier Positive Connection Barrier J-J Hook Design

June-2018 MB-09 Metal Barrier: W-Beam Guardrail Elevation Details

June-2012 MPT-08 Maintenance and Protection of Traffic: Polyethylene Barrier System June-2018 MB-10 Metal Barrier: W-Beam Guardrail Elevation Details June-2012 MPT-09 Maintenance and Protection of Traffic: Polyethylene Barrier System June-2018 MB-11 Metal Barrier: W-Beam Guardrail Elevation Details June-2012 MPT-10 Maintenance and Protection of Traffic: Work Zone Design Criteria June-2018 MB-12 Metal Barrier: W-Beam Guardrail Elevation Details June-2012 MPT-11 Maintenance and Protection of Traffic: Typical Application Diagrams June-2018 MB-13 Metal Barrier: W-Beam Guardrail Median Treatment Details June-2012 MPT-12 Maintenance and Protection of Traffic: Typical Application Diagrams June-2018 MB-14 Metal Barrier: W-Beam Guardrail Median Treatment Details June-2012 MPT-13 Maintenance and Protection of Traffic: Typical Application Diagrams June-2018 MB-15 Metal Barrier: W-Beam Guardrail Opening Details June-2012 MPT-14 Maintenance and Protection of Traffic: Typical Application Diagrams June-2018 MB-16 Metal Barrier: W-Beam Guardrail End Terminals (Terminal Type MA) June-2012 MPT-15 Maintenance and Protection of Traffic: Typical Application Diagrams June-2018 MB-17 Metal Barrier: W-Beam Guardrail End Terminals (Terminal Type MA) June-2012 MPT-16 Maintenance and Protection of Traffic: Typical Application Diagrams June-2018 MB-18 Metal Barrier: W-Beam Guardrail Crashworthy End Terminals June-2012 MPT-17 Maintenance and Protection of Traffic: Typical Application Diagrams June-2018 MB-19 Metal Barrier: W-Beam Guardrail Anchorage Type MB June-2012 MPT-18 Maintenance and Protection of Traffic: Typical Application Diagrams June-2018 MB-20 Metal Barrier: W-Beam Guardrail Anchorage Type MC June-2012 MPT-19 Maintenance and Protection of Traffic: Typical Application Diagrams June-2018 MB-21 Metal Barrier: W-Beam Guardrail Anchorage Type MB-MED June-2012 MPT-20 Maintenance and Protection of Traffic: Typical Application Diagrams June-2018 MB-22 Metal Barrier: W-Beam Guardrail Anchorage Hardware June-2012 MPT-21 Maintenance and Protection of Traffic: Typical Application Diagrams June-2018 MB-23 Metal Barrier: W-Beam Guardrail Transition Connection Details Bridge Transition

Upgrade Approach Slab June-2012 MPT-22 Maintenance and Protection of Traffic: Typical Application Diagrams June-2018 MB-24 Metal Barrier: W-Beam Guardrail Transition Connection Details Bridge Transition

Upgrade Wingwall June-2012 MPT-23 Maintenance and Protection of Traffic: temporary Traffic Signs Mounting Details June-2018 MB-25 Metal Barrier: W-Beam Guardrail Transition Connection Details New Transition

Module Speed Equal or More than 45 MPH June-2012 MPT-24 Maintenance and Protection of Traffic: Warning Signs June-2018 MB-26 Metal Barrier: W-Beam Guardrail Transition Connection Details Thrie-Beam

Transition Section Type I Speed Equal or More than 45 MPH

DATE DRAWING

NUMBER TITLE DATE DRAWING

NUMBER TITLE

Metal Barrier (Cont’d) Miscellaneous Bridge Details June-2018 MB-27 Metal Barrier: W-Beam Guardrail Transition Connection Details New Transition

Module Speed Less than 45 MPH June-2012 MBD-01 Miscellaneous Bridge Details: Expanded Metal Fence for Bridge

June-2018 MB-28 Metal Barrier: W-Beam Guardrail Transition Connection Details Thrie-Beam Transition Section Type I Speed Less than 45 MPH

June-2012 MBD-02 Miscellaneous Bridge Details: Expanded Metal Fence for Bridge

June-2018 MB-29 Metal Barrier: W-Beam Guardrail Transition Connection Details Thrie-Beam Transition Section Type III

June-2012 MBD-03 Miscellaneous Bridge Details: Expanded Metal Fence for Bridge (Type 1 and Type 2)

June-2018 MB-30 Metal Barrier: W-Beam Guardrail Transition Connection Details Hardware June-2012 MBD-04 Miscellaneous Bridge Details: Expanded Metal Fence for Bridge June-2018 MB-RL Metal Barrier: Revision Log June-2012 MBD-05 Miscellaneous Bridge Details: Expanded Metal Fence for Bridge June-2012 MBD-06 Miscellaneous Bridge Details: Expanded Metal Fence for Bridge June-2012 MBD-07 Miscellaneous Bridge Details: Bridge Name Plate Miscellaneous Bituminous Pavement Details June-2012 MBD-08 Miscellaneous Bridge Details: Bridge Name Plate

May-2010 MBPD-01 Miscellaneous Bituminous Pavement Details: Notes for Transitions to Bituminous Pavements and Structures

May-2010 MBPD-02 Miscellaneous Bituminous Pavement Details: Details for Transitions to Bituminous Pavements and Structures Type 1

Miscellaneous Concrete Pavement Details May-2010 MBPD-03 Miscellaneous Bituminous Pavement Details: Details for Transitions to

Bituminous Pavements and Structures Type 2 May-2010 MCPD-01 Miscellaneous Concrete Pavement Details: Notes for Transition to Concrete

Pavements and Structures May-2010 MBPD-04 Miscellaneous Bituminous Pavement Details: Details for Transitions to

Bituminous Pavements and Structures Type 3 May-2010 MCPD-02 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete

Pavements and Structures Type 1 May-2010 MBPD-05 Miscellaneous Bituminous Pavement Details: Details for Transitions to

Bituminous Pavements and Structures Type 4 May-2010 MCPD-03 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete

Pavements and Structures Type 2 May-2010 MBPD-06 Miscellaneous Bituminous Pavement Details: Placing Sequence of Bituminous

Course Type 4 May-2010 MCPD-04 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete

Pavements and Structures Type 3 May-2010 MBPD-07 Miscellaneous Bituminous Pavement Details: Details for Transitions to

Bituminous Pavements and Structures Type 5 May-2010 MCPD-05 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete

Pavements and Structures Type 4 May-2010 MBPD-08 Miscellaneous Bituminous Pavement Details: Placing Sequence of Bituminous

Course Type 5 May-2010 MCPD-06 Miscellaneous Concrete Pavement Details: Placing Sequence of Bituminous Course

Type 4 May-2010 MBPD-09 Miscellaneous Bituminous Pavement Details: Details for Transitions to

Bituminous Pavements and Structures Type 6 May-2010 MCPD-07 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete

Pavements and Structures Type 5 May-2010 MBPD-10 Miscellaneous Bituminous Pavement Details: Placing Sequence of Bituminous

Course Type 6 May-2010 MCPD-08 Miscellaneous Concrete Pavement Details: Placing Sequence of Bituminous Course

Type 5 May-2010 MBPD-11 Miscellaneous Bituminous Pavement Details: Details for Transitions to

Bituminous Pavements and Structures Type 7 May-2010 MCPD-09 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete

Pavements and Structures Type 6 May-2010 MBPD-12 Miscellaneous Bituminous Pavement Details: Placing Sequence of Bituminous

Course Type 7 May-2010 MCPD-10 Miscellaneous Concrete Pavement Details: Placing Sequence of Bituminous Course

Type 6 May-2010 MBPD-13 Miscellaneous Bituminous Pavement Details: Details for Transitions to

Bituminous Pavements and Structures Type 8 May-2010 MCPD-11 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete

Pavements and Structures Type 7 May-2010 MBPD-14 Miscellaneous Bituminous Pavement Details: Placing Sequence of Bituminous

Course Type 8 May-2010 MCPD-12 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete

Pavements and Structures Type 8 May-2010 MCPD-13 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete

Pavements and Structures Type 9

DATE DRAWING

NUMBER TITLE DATE DRAWING

NUMBER TITLE

Miscellaneous Concrete Pavement Details (Cont’d) Planting May-2010 MCPD-14 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete

Pavements and Structures Type 10 May-1998 PL-01 Planting: Pruning Broadleaf Evergreens and Deciduous Plants

May-2010 MCPD-15 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete Pavements and Structures Type 11

May-1998 PL-02 Planting: Pruning Cutting Procedures

May-2010 MCPD-16 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete Pavements and Structures Type 12

May-1998 PL-03 Planting: Pruning of Trees Location of the Pruning Cut

May-2010 MCPD-17 Miscellaneous Concrete Pavement Details: Placing Sequence of Bituminous Course Type 12

January-2000 PL-04 Planting: Method of Planting Tree Seedling

May-2010 MCPD-18 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete Pavements and Structures Type 13

January-2000 PL-05 Planting: Planting Pits Details

May-2010 MCPD-19 Miscellaneous Concrete Pavement Details: Placing Sequence of Bituminous Course Type 13

January-2000 PL-05A Planting: Planting Pits Details

May-2010 MCPD-20 Miscellaneous Concrete Pavement Details: Details for Transition to Concrete Pavements and Structures Type 14

January-2000 PL-06 Planting: Planting Details Staking, Guying and Wrapping

May-2010 MCPD-21 Miscellaneous Concrete Pavement Details: Placing Sequence of Bituminous Course Type 14

January-2000 PL-07 Planting: Slope Planting Details Staking, Guying and Wrapping

Miscellaneous Pavement Details Portland Cement Concrete Pavement February-2000 MPD-01 Miscellaneous Pavement Details: Typical Pavement Sections Widening April-1996 PCCP-01 Portland Cement Concrete Pavement: Typical Sections April-1996 PCCP-02 Portland Cement Concrete Pavement: Shoulders Typical Sections Types A, B and C Overhead Traffic Signs April-1996 PCCP-03 Portland Cement Concrete Pavement: Typical Median Sections

February-2019 OHTS-01 Overhead Traffic Signs: Index and Notes December-1998 PCCP-04 Portland Cement Concrete Pavement: Joint Details February-2019 OHTS-02 Overhead Traffic Signs: Approved List of manufacturers for Overhead Structures

Types April-1996 PCCP-05 Portland Cement Concrete Pavement: Pavement Drain Details

February-2019 OHTS-03 Overhead Traffic Signs: Wind Beams and Vertical Hangers Details May-1998 PCCP-06 Portland Cement Concrete Pavement: AC and DC Lanes February-2019 OHTS-04 Overhead Traffic Signs: Cantilever Types Details July-2000 PCCP-06A Portland Cement Concrete Pavement: Approved List February-2019 OHTS-05 Overhead Traffic Signs: Balanced Cantilever Types Details February-2019 OHTS-06 Overhead Traffic Signs: Bridge Type Details PCC Pavement Restoration February-2019 OHTS-07 Overhead Traffic Signs: Bridge Type Details May-1999 PCCPR-01 PCC Pavement Restoration: Installation of Steel Dowel and Tie bars February-2019 OHTS-08 Overhead Traffic Signs: Drilled Shafts May-1999 PCCPR-02 PCC Pavement Restoration: Joint Detail February-2019 OHTS-09 Overhead Traffic Signs: Spread Footings May-1998 PCCPR-03 PCC Pavement Restoration: Partial Depth Patching May-1999 PCCPR-04 PCC Pavement Restoration: Slabjacking and Undersealing Pavement Marking July-2000 PCCPR-04A PCC Pavement Restoration: Approved List

December-2000 PM-01 Pavement Marking: General Notes October-1997 TRSN-16 Traffic Sign Pavement Marking Polyethylene (PE) Pipe October-1997 TRSN-17 Traffic Sign Pavement Marking Details July- 2000 PEP-01 Polyethylene Pipe: Installation Method: Negative Protection and Trench Method October-1997 TRSN-18 Traffic Sign Pavement Marking and Summary September- 1996 PEP-02 Polyethylene Pipe: Polyethylene End Section

PVC Pipe May-1998 PVCP-01 PVC Pipe Installation Method Negative Projection and Trench Method

DATE DRAWING

NUMBER TITLE DATE DRAWING

NUMBER TITLE

Recreational and Cultural Interest Area Signs Reinforced Concrete Pipe July-2000 RCIA-01 Recreational and Cultural Interest Area Signs: General Notes April-1996 RCP-01 Reinforced Concrete Pipe: Installation Methods July-2000 RCIA-02 Recreational and Cultural Interest Area Signs: Auxiliary Plate April-1996 RCP-02 Reinforced Concrete Pipe: Installation Methods Embankment Beddings July-2000 RCIA-03 Recreational and Cultural Interest Area Signs: Auxiliary Plate April-1996 RCP-03 Reinforced Concrete Pipe: Installation Methods Trench Beddings July-2000 RCIA-04 Recreational and Cultural Interest Area Signs: Parador Marker August-1999 RCP-04 Reinforced Concrete Pipe: Installation Methods Allowable Height of Fill Above Top of

Circular Concrete Pipe July-2000 RCIA-05 Recreational and Cultural Interest Area Signs: Meson Marker July-2000 RCIA-06 Recreational and Cultural Interest Area Signs: Parador and Meson Marker Rumble Strips July-2000 RCIA-07 Recreational and Cultural Interest Area Signs: Parador and Meson Name Plate

Text June-2012 RSTP-01 Rumble Strips: Milled Shoulder Rumble Strips

July-2000 RCIA-08 Recreational and Cultural Interest Area Signs: UPR Sign Plate July-2000 RCIA-09 Recreational and Cultural Interest Area Signs: General Notes Signs Bridge Connection July-2000 RCIA-09A Recreational and Cultural Interest Area Signs: Tourist Plate Detail August-1999 SBC-01 Signs Bridge Connection Skew Angle from 0-foot to 10-feet July-2000 RCIA-10 Recreational and Cultural Interest Area Signs: Paso Fino Route Sign August-1999 SBC-02 Signs Bridge Connection Skew Angle from 10-feet to 25-feet July-2000 RCIA-10A Recreational and Cultural Interest Area Signs: Paso Fino Route Map July-2000 RCIA-11 Recreational and Cultural Interest Area Signs: Flamboyan Route Sign Sign Identification July-2000 RCIA-11A Recreational and Cultural Interest Area Signs: Flamboyan Route Map January-2000 SI-01 Sign Identification: Identification label for Sign Panels July-2000 RCIA-12 Recreational and Cultural Interest Area Signs: Coqui Route Sign January-2000 SI-02 Sign Identification: Identification Plate for Standard Overhead Sign Structures July-2000 RCIA-12A Recreational and Cultural Interest Area Signs: Coqui Route Map January-2000 SI-03 Sign Identification: Identification Plate for Non-Standard Overhead Sign Structures 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 Small Traffic Signs July-2000 RCIA-14 Recreational and Cultural Interest Area Signs: Panoramic Route Sign July-2000 STS-01 Small Traffic Signs: Steel Flanged Channel and Square Steel July-2000 RCIA-14A Recreational and Cultural Interest Area Signs: Panoramic Route Map October-2000 STS-02 Small Traffic Signs: Steel Flanged Channel Post Foundation Details December-2000 STS-03 Small Traffic Signs: Steel Flanged Channel Base to Top Post Connection Details Reference Location Sign July-2000 STS-04 Small Traffic Signs: Square Steel Post Foundation and Connection Details

June-2012 RLS-01 Reference Location Sign: General Notes July-2000 STS-04A Small Traffic Signs: Steel Flanged Channel or Square Steel Post June-2012 RLS-02 Reference Location Sign: Kilometer Panel December-1999 STS-04B Small Traffic Signs: Small Traffic Signs Precast Base June-2012 RLS-03 Reference Location Sign: Kilometer and Hectometer Panel January-2000 STS-05 Small Traffic Signs: Fasteners for Attaching Sign Plates to Top Post June-2012 RLS-04 Reference Location Sign: Assembly Details December-2000 STS-05A Small Traffic Signs: Fasteners for Attaching Sign Plates to Top Post June-2012 RLS-05 Reference Location Sign: Rural Mounting or Mounting on Grass Area July-2000 STS-06 Small Traffic Signs: Steel Flanged Channel and Square Steel Post “L” “T” and 45° Flat

Plates June-2012 RLS-06 Reference Location Sign: Mounting on Sidewalk Areas October-2000 STS-07 Small Traffic Signs: General Notes June-2012 RLS-07 Reference Location Sign: Offset Drawings Toll Roads and other Highways with 9

Meters Clear Zone May-1998 STS-08 Small Traffic Signs: Blank Plate Standards

June-2012 RLS-08 Reference Location Sign: Offset Drawings Mounting on Grass Area May-1999 STS-08A Small Traffic Signs: Blank Plate Standards June-2012 RLS-09 Reference Location Sign: Offset Drawings Highways with Minimum of Way and

Cross Section May-1998 STS-09 Small Traffic Signs: Conversion Table Metric Equivalents

June-2012 RLS-10 Reference Location Sign: Typical Installations May-1999 STS-10 Small Traffic Signs: Sing Panel Splices June-2012 RLS-11 Reference Location Sign: Typical Installations July-2000 STS-11 Small Traffic Signs: Steel Flanged Channel and Square Steel Post Mounting on

Sidewalk Areas with Planting Strip June-2012 RLS-12 Reference Location Sign: Typical Post Marker Placement June-2012 RLS-13 Reference Location Sign: Typical Post Marker Placement

DATE DRAWING

NUMBER TITLE DATE DRAWING

NUMBER TITLE

Small Traffic Signs (Cont’d)

July-2000 STS-11 Small Traffic Signs: Steel Flanged Channel and Square Steel Post Mounting on Sidewalk Areas with Planting Strip

November-1997 TRSI-03B Traffic Signal: Signs

July-2000 STS-12 Small Traffic Signs: Steel Flanged Channel and Square Steel Post Mounting on Sidewalk Areas Without Planting Strip

November-1997 TRSI-04 Traffic Signal: Pedestrian Signal Faces

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

April-1997

TRSI-05 Traffic Signal: Precast Slab Loop Detector

October-2000 STS-13 Small Traffic Signs: Steel Flanged Channel and Square Steel Post Rural Mounting on Grass Area

October-1997 TRSI-06 Traffic Signal: Post Mounted Signal with Foundation, Pedestrian Push Button Post Installation, Sign Mounting Detail for Overhead Sign Mounting, Lane Signal Arm and Pole

December-1999 STS-13A Small Traffic Signs: Steel Flanged Channel and Square Steel Post Rural Mounting on Grass Area

April-1997 TRSI-06 Traffic Signal: Precast Slab Loop Detector Installation Details for Existing and New Bituminous and Composite Pavement

December-1999 STS-14 Small Traffic Signs: Offset Drawings Autopista and Other Highways with 9 Meter Clear Zone

April-1997 TRSI-07 Traffic Signal: Loop Slab Configuration in Bituminous and Composite Pavement

December-1999 STS-15 Small Traffic Signs: Offset Drawings Highways with Intermediate Clear Zone October-1997 TRSI-08A Traffic Signal: Traffic Control Cabinet December-1999 STS-16 Small Traffic Signs: Offset Drawings Highways with Minimum Right of Way and

Cross Section April-1997 TRSI-08B Traffic Signal: Trench Details

July-2000 STS-17 Small Traffic Signs: Bridge Mounting Detail October-1997 TRSI-09A Traffic Signal: Foundation Details January-2000 STS-18 Small Traffic Signs: Chevron Mounting Detail for Two Way Roadways April-1997 TRSI-09B Traffic Signal: Point Detector Saw-Cut in Place for P.C.C Pavement and Bridge Decks December-1998 STS-19 Small Traffic Signs: Route Markers October-1997 TRSI-10A Traffic Signal: Controller Foundation, Service Installation and Trench Repair December-1998 STS-19A Small Traffic Signs: Route Markers April-1997 TRSI-10B Traffic Signal: Directional Detector Saw-Cut in Place for P.C.C Pavement and Bridge

Decks December-1998 STS-19B Small Traffic Signs: Route Markers Tollways Route Marker October-1997 TRSI-11A Traffic Signal: Handhole and Pull Box July-2000 STS-20 Small Traffic Signs: Route Markers Auxiliary Plates April-1997 TRSI-11B Traffic Signal: Presence Detector Saw-Cut in Place for P.C.C Pavement and Bridge

Decks July-2000 STS-20A Small Traffic Signs: Route Markers Auxiliary Plates October-1997 TRSI-12A Traffic Signal: Terminal Handhole for Master Control July-2000 STS-21 Small Traffic Signs: Route Markers Auxiliary Plates April-1997 TRSI-12B Traffic Signal: Installation Details for Loop Detectors in New or Existing P.C.C.

Pavements July-2000 STS-21A Small Traffic Signs: Route Markers Auxiliary Plates October-1997 TRSI-13A Traffic Signal: Summary of Quantities July-2000 STS-22 Small Traffic Signs: Route Markers Sign Assembly Details April-1997 TRSI-13B Traffic Signal: Connection Detail for Precast Slab Loop Detectors July-2000 STS-22A Small Traffic Signs: Route Markers Sign Assembly Details October-1997 TRSI-14A Traffic Signal: Summary of Quantities July-2000 STS-22B Small Traffic Signs: Route Markers Sign Assembly Details April-1997 TRSI-14B Traffic Signal: Connection Detail for Precast Slab Loop Detectors July-2000 STS-22C Small Traffic Signs: Route Markers Sign Assembly Details October-1997 TRSI-15 Traffic Signal: Loop Conductor Splice Details May-1997 TRSI-21 Traffic Signal: Foundation Details for Aluminum and Galvanized Steel Poles Traffic Signal May-1997 TRSI-22 Traffic Signal: Mast Arm Foundation Typical Locations

August-1999 TRSI-01A Traffic Signal: Signal Faces May-1997 TRSI-23 Traffic Signal: Mono Tube Post Top Foundation Typical Locations October-1997 TRSI-01B Traffic Signal: Legend December-2000 TRSI-24 Traffic Signal: Span Wire Specifications and Notes October-1997 TRSI-02A Traffic Signal: Notes December-2000 TRSI-24A Traffic Signal: Span Wire Approved Manufacturers for Span Wire Traffic Signal

Supports October-1997 TRSI-02B Traffic Signal: Backplates Details and Lane-In-Use Control Signal Detail December-2000 TRSI-24B Traffic Signal: Span Wire Configurations October-1997 TRSI-03A Traffic Signal: Mast Arm Mounting December-2000 TRSI-24C Traffic Signal: Span Wire

DATE DRAWING

NUMBER TITLE

Traffic Signal (Cont’d)

December-2000 TRSI-24D Traffic Signal: Span Wire Wiring Details December-2000 TRSI-24E Traffic Signal: Prestressed Concrete Pole (Manufactured by Ornamental Poles, S.E.)

December-2000 TRSI-24F Traffic Signal: Prestressed Concrete Pole (Manufactured by Ornamental Poles, S.E.)

October-1997 TRSI-25 Traffic Signal: Truss and Tubular Type Mast Arm Mounting October-1997 TRSI-26 Traffic Signal: Bridge Type Mounting October-1997 TRSI-27 Traffic Signal: Mast Arm and Bridge Mounting Assembly Details October-1997 TRSI-28 Traffic Signal: Post Top and Side Mounting October-1997 TRSI-29 Traffic Signal: Pedestrian Faces Mounting October-1997 TRSI-30 Traffic Signal: Post Top, Side Mounting and Pedestrian Assembly Details October-1997 TRSI-31 Traffic Signal: Span-Wire Mounting October-1997 TRSI-32 Traffic Signal: Span-Wire Mounting Assembly Details

Turf Establishment

October-1998 TUST-01 Turf Establishment: Jute Mesh Placement

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

LE

AR

H

EI

G

H T

SI

G

N H

EI

G

H T

(H

GROUND MOUNTED TRAFFIC SIGNS

SIGN WIDTH (W)

C

LE

AR

H

EI

G

H T

SI

G

N H

EI

G

H T

(H

TYPICAL ELEVATION

N.T.S.

VE

R

TI

C

AL

C

LE

AR

AN

C

E

(S

EE

N O

TE

(S

EE

N O

TE

VE

R

TI

C

AL

C

LE

AR

AN

C

E

(S

EE

N O

TE

(S

EE

N O

TE

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 AUGUST 2020

SIGN WIDTH (W)

SI

G

N H

EI

G

H T

(H

TYPICAL ELEVATION

N.T.S.

SIGN WIDTH (W)

SI

G

N H

EI

G

H T

(H

GROUND MOUNTED TRAFFIC SIGNS

VE

R

TI

C

AL

C

LE

AR

AN

C

E

C

LE

AR

H

EI

G

H T

C

LE

AR

H

EI

G

H T

VE

R

TI

C

AL

C

LE

AR

AN

C

E

A/2

CL

A/2 A/2

CL

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

EE

N O

TE

(S

EE

N O

TE

(S

EE

N O

TE

(S

EE

N O

TE

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 18W8 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

WIDTH (W)

(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

EP

TH

(S

EE

T

AB

LE

D

EP

TH

(S

EE

T

AB

LE

ELEVATION VIEW PRECAST

(STUB POST SHALL BE CAST

WITH PRECAST FOUNDATION)

N.TS

TOP VIEW

CAST IN PLACE AND PRECAST

N.TS.

LA

P

SP

LI

C E

(M

IN

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 - 125 M.P.H.

2. ALLOWABLE BEARING PRESSURE 2000 P.S.F.

3. INTERNAL FRICTION ANGLE Ø - 25°

4. SPT N160 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)

ST

U

B

PO

ST

L

EN

G

TH

(S

EE

T

AB

LE

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

ST

U

B

LE

N G

TH

(S

EE

T

AB

LE

VERTICAL REINFORCEMENT

(SEE TABLE 1)

STUB POST

BARS #4 @ 100 PITCH. THREE

FLAT TURNS TOP AND ONE FLAT

TURN BOTTOM.

D

IA

M

ET

ER

(S

EE

T

AB

LE

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 AUGUST 2020

(TYP.)

B

C POST & SIGNL

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

LC 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 - 125 M.P.H.

2. ALLOWABLE BEARING PRESSURE 2000 P.S.F.

3. INTERNAL FRICTION ANGLE Ø - 25°

4. SPT N160 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.

H

M

0.60

0.60

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 AUGUST 2020

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.

SI…