PRHTAs Standard Drawings_RPR(5).pdf
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- Attached to
- Signs and Safety Repairs in Puerto Rico
- Solicitation number
- 693C73-20-B-000024
About this file
This solicitation is for signs and safety repairs in Puerto Rico. The project consists of repairing traffic signs, guardrails, end terminals, and bridge transitions damaged by Hurricanes Irma and Maria on PR-52 and PR-53, as well as other miscellaneous work. The signs include small signs, ground mounted signs, and overhead mounted signs. New guardrails, end terminals, and transition modules will also be installed. Sealed bids from certified Small Business Concerns are due on a date specified in Section E of the solicitation for the multiple work schedules that comprise the project, with a total cost expected to exceed $10,000,000. A pre-bid meeting will be held on a date specified in the solicitation. Interested contractors should check the website for availability of bid documents and register to receive email notifications. Questions should be sent to the specified email address.
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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWINGS INDEX
DATE DRAWING
NUMBER
TITLE DATE DRAWING
NUMBER
TITLE
Destination Signs Panels Guide Signs (Cont’d) July- 2000 DSP-01 Destination Signs Panels: Arrows for Guide Signs August-1999 GS-04 Guide Signs: Cardinal Direction Word for Guide Signs Use
August-1999 GS-04A Guide Signs: Miscellaneous Details Accents
General Information Signs August-1999 GS-07 Guide Signs: General Information Signs Port Sign
July- 2000 GIS-01 General Information Signs: General Notes July- 2000 GIS-02 General Information Signs: Auxiliary Plate Maintenance and Protection of Traffic July- 2000 GIS-02A General Information Signs: Auxiliary Plate June-2012 MPT-01 Maintenance and Protection of Traffic: Channelizing Devices July- 2000 GIS-03 General Information Signs: Principal Airport Sign June-2012 MPT-02 Maintenance and Protection of Traffic: Channelizing Devices July- 2000 GIS-04 General Information Signs: Library Sign June-2012 MPT-03 Maintenance and Protection of Traffic: Concrete Barrier Temporary End Section July- 2000 GIS-06 General Information Signs: Bus Stop Sign June-2012 MPT-04 Maintenance and Protection of Traffic: Temporary Impact Attenuator December- 2000 GIS-07 General Information Signs: Race Track Sign June-2012 MPT-05 Maintenance and Protection of Traffic: F-Shape Temporary Concrete Barrier with
Connecting Pin December- 2000 GIS-08 General Information Signs: Moscoso Bridge Sign June-2012 MPT-06 Maintenance and Protection of Traffic: F-Shape Temporary Concrete Barrier with
Side Plate
Ground Mounted Traffic Signs June-2012 MPT-07 Maintenance and Protection of Traffic: Temporary Concrete Barrier Positive
Connection Barrier J-J Hook Design February- 2019 GMTS-01 Ground Mounted Traffic Signs: Index and Notes June-2012 MPT-08 Maintenance and Protection of Traffic: Polyethylene Barrier System February- 2019 GMTS-02 Ground Mounted Traffic Signs: Materials Specifications June-2012 MPT-09 Maintenance and Protection of Traffic: Polyethylene Barrier System February- 2019 GMTS-03 Ground Mounted Traffic Signs: Post Section Selection One Post June-2012 MPT-10 Maintenance and Protection of Traffic: Work Zone Design Criteria February- 2019 GMTS-04 Ground Mounted Traffic Signs: Post Section Selection Two Post February- 2019 GMTS-05 Ground Mounted Traffic Signs: Foundations Drilled Shafts February- 2019 GMTS-06 Ground Mounted Traffic Signs: Foundations Spread Footings February- 2019 GMTS-07 Ground Mounted Traffic Signs: Sign Panel Assembly Details February- 2019 GMTS-08 Ground Mounted Traffic Signs: Fuse and Hinge Plates February- 2019 GMTS-09 Ground Mounted Traffic Signs: Base Connection Details February- 2019 GMTS-10 Ground Mounted Traffic Signs: Route Markers Sign Assembly Details for Three
36-Inch by 36-Inch February- 2019 GMTS-11 Ground Mounted Traffic Signs: Route Markers Sign Assembly Details for Four 36-
Inch by 36-Inch 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 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 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 February- 2019 GMTS-15 Ground Mounted Traffic Signs: Exit Gore Signs February- 2019 GMTS-16 Ground Mounted Traffic Signs: Supplemental Guide Signs Exit Number Plaque
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
STANDARD DRAWINGS INDEX
DATE DRAWING
NUMBER
TITLE DATE DRAWING
NUMBER
TITLE
Metal Barrier Overhead Traffic Signs(Cont’d) June-2018 MB-01 Metal Barrier: W-Beam Guardrail Index and Notes February-2019 OHTS-08 Overhead Traffic Signs: Drilled Shafts
June-2018 MB-02 Metal Barrier: W-Beam Guardrail Assembly Details February-2019 OHTS-09 Overhead Traffic Signs: Spread Footings June-2018 MB-03 Metal Barrier: W-Beam Guardrail Standard Section Hardware June-2018 MB-04 Metal Barrier: W-Beam Guardrail Standard Section Hardware Reference Location Sign June-2018 MB-05 Metal Barrier: W-Beam Guardrail Standard Section Hardware June-2012 RLS-01 Reference Location Sign: General Notes June-2018 MB-06 Metal Barrier: Existing W-Beam Strong Post Transition to W-Beam Guardrail
Standard Height June-2012 RLS-02 Reference Location Sign: Kilometer Panel
June-2018 MB-07 Metal Barrier: W-Beam Guardrail (Guardrail Reflector Details) June-2012 RLS-03 Reference Location Sign: Kilometer and Hectometer Panel June-2018 MB-08 Metal Barrier: W-Beam Guardrail (Reduced Post Spacing) June-2012 RLS-04 Reference Location Sign: Assembly Details June-2018 MB-09 Metal Barrier: W-Beam Guardrail Elevation Details June-2012 RLS-05 Reference Location Sign: Rural Mounting or Mounting on Grass Area June-2018 MB-10 Metal Barrier: W-Beam Guardrail Elevation Details June-2012 RLS-06 Reference Location Sign: Mounting on Sidewalk Areas June-2018 MB-11 Metal Barrier: W-Beam Guardrail Elevation Details June-2012 RLS-07 Reference Location Sign: Offset Drawings Toll Roads and other Highways with 9
Meters Clear Zone June-2018 MB-12 Metal Barrier: W-Beam Guardrail Elevation Details June-2012 RLS-08 Reference Location Sign: Offset Drawings Mounting on Grass Area June-2018 MB-13 Metal Barrier: W-Beam Guardrail Median Treatment Details June-2012 RLS-09 Reference Location Sign: Offset Drawings Highways with Minimum of Way and Cross
Section June-2018 MB-14 Metal Barrier: W-Beam Guardrail Median Treatment Details June-2012 RLS-10 Reference Location Sign: Typical Installations June-2018 MB-15 Metal Barrier: W-Beam Guardrail Opening Details June-2012 RLS-11 Reference Location Sign: Typical Installations June-2018 MB-19 Metal Barrier: W-Beam Guardrail Anchorage Type MB June-2012 RLS-12 Reference Location Sign: Typical Post Marker Placement June-2018 MB-20 Metal Barrier: W-Beam Guardrail Anchorage Type MC June-2012 RLS-13 Reference Location Sign: Typical Post Marker Placement June-2018 MB-22 Metal Barrier: W-Beam Guardrail Anchorage Hardware June-2018 MB-23 Metal Barrier: W-Beam Guardrail Transition Connection Details Bridge Transition
Upgrade Approach Slab Signs Bridge Connection
June-2018 MB-24 Metal Barrier: W-Beam Guardrail Transition Connection Details Bridge Transition Upgrade Wingwall
August-1999 SBC-01 Signs Bridge Connection Skew Angle from 0-foot to 10-feet
June-2018 MB-25 Metal Barrier: W-Beam Guardrail Transition Connection Details New Transition Module Speed Equal or More than 45 MPH
August-1999 SBC-02 Signs Bridge Connection Skew Angle from 10-feet to 25-feet
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
June-2018 MB-30 Metal Barrier: W-Beam Guardrail Transition Connection Details Hardware Sign Identification June-2018 MB-RL Metal Barrier: Revision Log January-2000 SI-01 Sign Identification: Identification label for Sign Panels
January-2000 SI-02 Sign Identification: Identification Plate for Standard Overhead Sign Structures
Overhead Traffic Signs January-2000 SI-03 Sign Identification: Identification Plate for Non-Standard Overhead Sign Structures
February-2019 OHTS-01 Overhead Traffic Signs: Index and Notes February-2019 OHTS-02 Overhead Traffic Signs: Approved List of manufacturers for Overhead Structures
Types Small Traffic Signs
February-2019 OHTS-03 Overhead Traffic Signs: Wind Beams and Vertical Hangers Details July-2000 STS-01 Small Traffic Signs: Steel Flanged Channel and Square Steel February-2019 OHTS-04 Overhead Traffic Signs: Cantilever Types Details October-2000 STS-02 Small Traffic Signs: Steel Flanged Channel Post Foundation Details February-2019 OHTS-05 Overhead Traffic Signs: Balanced Cantilever Types Details December-2000 STS-03 Small Traffic Signs: Steel Flanged Channel Base to Top Post Connection Details February-2019 OHTS-06 Overhead Traffic Signs: Bridge Type Details July-2000 STS-04 Small Traffic Signs: Square Steel Post Foundation and Connection Details February-2019 OHTS-07 Overhead Traffic Signs: Bridge Type Details July-2000 STS-04A Small Traffic Signs: Steel Flanged Channel or Square Steel Post
STANDARD DRAWINGS INDEX
DATE DRAWING
NUMBER
TITLE DATE DRAWING
NUMBER
TITLE
Small Traffic Signs (Cont’d)
December-1999 STS-04B Small Traffic Signs: Small Traffic Signs Precast Base January-2000 STS-05 Small Traffic Signs: Fasteners for Attaching Sign Plates to Top Post December-2000 STS-05A Small Traffic Signs: Fasteners for Attaching Sign Plates to Top Post July-2000 STS-06 Small Traffic Signs: Steel Flanged Channel and Square Steel Post “L” “T” and 45°
Flat Plates
October-2000 STS-07 Small Traffic Signs: General Notes May-1998 STS-08 Small Traffic Signs: Blank Plate Standards May-1999 STS-08A Small Traffic Signs: Blank Plate Standards May-1998 STS-09 Small Traffic Signs: Conversion Table Metric Equivalents May-1999 STS-10 Small Traffic Signs: Sing Panel Splices July-2000 STS-11 Small Traffic Signs: Steel Flanged Channel and Square Steel Post Mounting on
Sidewalk Areas with Planting Strip
July-2000 STS-12 Small Traffic Signs: Steel Flanged Channel and Square Steel Post Mounting on Sidewalk Areas Without Planting Strip
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
October-2000 STS-13 Small Traffic Signs: Steel Flanged Channel and Square Steel Post Rural Mounting on Grass Area
December-1999 STS-13A Small Traffic Signs: Steel Flanged Channel and Square Steel Post Rural Mounting on Grass Area
December-1999 STS-14 Small Traffic Signs: Offset Drawings Autopista and Other Highways with 9 Meter Clear Zone
December-1999 STS-15 Small Traffic Signs: Offset Drawings Highways with Intermediate Clear Zone 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 January-2000 STS-18 Small Traffic Signs: Chevron Mounting Detail for Two Way Roadways December-1998 STS-19 Small Traffic Signs: Route Markers December-1998 STS-19A Small Traffic Signs: Route Markers December-1998 STS-19B Small Traffic Signs: Route Markers Tollways Route Marker July-2000 STS-20 Small Traffic Signs: Route Markers Auxiliary Plates July-2000 STS-20A Small Traffic Signs: Route Markers Auxiliary Plates July-2000 STS-21 Small Traffic Signs: Route Markers Auxiliary Plates July-2000 STS-21A Small Traffic Signs: Route Markers Auxiliary Plates July-2000 STS-22 Small Traffic Signs: Route Markers Sign Assembly Details July-2000 STS-22A Small Traffic Signs: Route Markers Sign Assembly Details 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 CONNECTION.
6. STIFFENERS SHALL BE STEEL FLANGED CHANNEL, SQUARE STEEL POST OR
ALTERNATE STIFFENER AS PER SMALL TRAFFIC SIGNS STANDARD DRAWINGS.
7. THE CONTRACTOR SHALL NOT CONSIDER THE AREA OF THE EXIT NUMBER PANEL IN
THE SELECTION OF THE NUMBER AND SIZE OF SIGN POSTS.
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-16
SUPPLEMENTAL GUIDE SIGNS
EXIT NUMBER PLAQUE
HIGHWAY AND TRANSPORTATION AUTHORITY
STANDARD DRAWING APPROVAL
RECOMMENDED BY:
HIGHWAY & TRANSPORTATION
AUTHORITY
APPROVED BY:DATE: DATE:
INTERIM STANDARD DRAWING
INDEX AND NOTES
OHTS-01
OVERHEAD TRAFFIC SIGNS
FEBRUARY 2019
GENERAL NOTES:
APPLICABLE TO ALL OVERHEAD TRAFFIC SIGNS (OHTS) STANDARD DRAWINGS
1. DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED.
2. WHEREVER LETTERS N.T.S. APPEAR, THOSE HAVE THE MEANING "NOT TO SCALE".
3. OVERHEAD SIGN STRUCTURES WITH VARIABLE MESSAGE SIGNS ARE NOT INCLUDE IN THIS
PROCEDURE AND PROJECT BY PROJECT SHOP DRAWINGS WILL CONTINUE TO BE SUBMITTED.
4. ONLY OVERHEAD SIGN STRUCTURES MANUFACTURERS INCLUDED IN THE APPROVED LIST WILL BE
ACCEPTED. IF AN OVERHEAD SIGN STRUCTURE MANUFACTURER HAS NOT BEEN INCLUDED IN THE
APPROVED LIST, THE MANUFACTURER SHALL SUBMIT FOR EVALUATION SHOP DRAWINGS ON
COMPLIANCE WITH THE FOLLOWING REQUIREMENTS:
a. SHOP DRAWINGS SHALL BE ACCOMPANIED BY A CERTIFICATE FROM THE MANUFACTURER
INDICATING THAT THE MATERIALS MEET ALL THE REQUIREMENTS OF PLANS, PUERTO RICO
HIGHWAY AND TRANSPORTATION AUTHORITY SPECIFICATIONS AND CONTRACT
DOCUMENTS IN THE EVENT THAT ANY ITEM IS NOT EXACTLY IN ACCORDANCE WITH THE
REQUIREMENTS OF THE SPECIFICATIONS, THE CERTIFICATE SHALL IDENTIFY AND EXPLAIN
EACH SUCH DIFFERENCE.
b. ALL WELDING SHALL BE DETAILED IN ACCORDANCE WITH THE DETAILING PRACTICES OF
THE AMERICAN WELDING SOCIETY.
c. ALL METAL MEMBERS SHALL BE FULLY DETAILED INCLUDING FULL DETAILING OF THE
CONNECTIONS INCLUDING COATING REQUIREMENTS.
d. ALL BOLTS, ANCHOR BOLTS, NUTS, AND WASHERS SHALL BE FULLY DETAILED AS TO SIZES, TYPES, MATERIALS AND COATINGS.
e. THE MANUFACTURER SHALL SUBMIT DETAILED CALCULATIONS RELATED TO THE SHOP
DRAWINGS.
f. DRAWINGS AND CALCULATIONS SHALL BE DULY SIGNED AND SEALED BY A PROFESSIONAL
ENGINEER LICENSED IN PUERTO RICO.
6. THE CONTRACTOR SHALL VERIFY COMPLIANCE WITH MINIMUM CLEARANCE (C) REQUIREMENTS
ESTABLISHED IN THESE STANDARD DRAWINGS BEFORE THE FABRICATION OF THE OVERHEAD
STRUCTURE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE EXISTING CLEARANCE (C)
DISTANCE FOR EACH LOCATION AS A SUBSIDIARY OBLIGATION BEFORE ANY WORK, INCLUDING
FOUNDATION, CONSTRUCTION BEGINS.
7. PRECAST DRILLED SHAFTS SHALL BE ONLY PERMITTED FOR TYPE III OVERHEAD STRUCTURES.
8. THE CONTRACTOR SHALL VERIFY THE TRAFFIC SIGN OVERHEAD STRUCTURE LOCATION SIDE
(RIGHT OR LEFT) BEFORE THE STRUCTURE FABRICATION BEGINS.
OVERHEAD TRAFFIC SIGNS INDEX
SHEET No. DESCRIPTION EFFECTIVE DATE
OHTS-01 INDEX AND NOTES FEBRUARY 2019
OHTS-02 APPROVED LIST OF MANUFACTURERS FOR OVERHEAD
STRUCTURES TYPES
OHTS-03 WIND BEAMS AND VERTICAL HANGERS DETAILS
OHTS-04 CANTILEVER TYPES DETAILS
OHTS-05 BALANCED CANTILEVER TYPES DETAILS
OHTS-06 BRIDGE TYPE DETAILS
OHTS-07 BRIDGE TYPE DETAILS
OHTS-08 DRILLED SHAFTS
OHTS-09 SPREAD FOOTING
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
FEBRUARY 2019
DECEMBER 12 2019
ENGINEERING DESIGN INTERNATIONAL
III-E
III-C
III-D
II-B
III-A
III-B
I-D
II-A
I-A
I-B
I-C
13611 S DIXIE HWY. #109-327, MIAMI, FL 33173
TEL. (786) 205-9025, FAX.(305) 270-1297
SHOP DRAWING
MATERIAL
OVERHEAD STRUCTURE
REMINGTON STEEL & SIGNS CORP.
TEL. (305) 290-7337
2301 WILSON ST. HOLLYWOOD, FL 33020
OVERHEAD STRUCTURE
MATERIAL
APPROVAL DATE APPROVAL DATE
SHOP DRAWING
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
JULY 07, 1999
JULY 07, 1999
JULY 07, 1999
JULY 07, 1999
DECEMBER 15, 2000
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
JULY 23, 1999
JULY 23, 1999
JULY 23, 1999
JULY 23, 1999
JULY 23, 1999
JULY 23, 1999
JULY 23, 1999
JULY 23, 1999
JULY 23, 1999
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
JUNE 23, 2000
JUNE 23, 2000
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
BOLTED GALVANIZED STEEL
DECEMBER 15, 2000
DECEMBER 15, 2000
DECEMBER 15, 2000
APPROVED LIST OF MANUFACTURERS AND PRODUCTS
DECEMBER 15, 2000
(SEE NOTE 4)
DECEMBER 15, 2000
(SEE NOTE 4)
DECEMBER 15, 2000
(SEE NOTE 4)
OVERHEAD
STRUCTURE
TYPE
ENGINEERING DESIGN INTERNATIONAL
III
II
I
REMINGTON STEEL & SIGNS CORP.
S-2004
2-B-4
2-B-3
2-B-2
2-B-1
S-2014
SHEET NUMBER SHEET NUMBER
SC-01
SC-02
SC-03
SC-04
SO-01
SB-04
SB-03
SB-02
SB-01
SO-04
SO-03
SO-02
INDEX OF SHOP DRAWINGS
APPROVED LIST OF MANUFACTURERS AND PRODUCTS
OVERHEAD
STRUCTURE
TYPE
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
APPROVED LIST OF MANUFACTURERS
FOR OVERHEAD STRUCTURES TYPES
OHTS-02
OVERHEAD TRAFFIC SIGNS
FEBRUARY 2019
AutoCAD SHX Text
SEE DETAIL "A"
0.050
NOTES:
1. SPACING OF VERTICAL HANGERS MAY BE VARIED SLIGHTLY OR AS
NECESSARY TO CLEAR THE TRUSS STRUTS AND DIAGONALS AT PANEL
ATTACHMENT POINTS.
2. EQUAL SPACING FOR TWO, THREE, FOUR, FIVE OR SIX VERTICAL
HANGERS. EQUAL SPACING FOR TWO, THREE OR FOUR WIND BEAMS.
3. THE AREA CENTROID OF THE SIGN PANEL INCLUDING AUXILIARY
PLATES, SHALL MATCH WITH THE OVERHEAD STRUCTURE ARM OR
SPAN CENTERLINE.
4. THE ALUMINUM FLAT HEAD MACHINE BOLT ATTACHING THE SIGN PANEL
TO THE WIND BEAMS SHALL BE SPACED STARTING AT THE CENTER LINE
OF THE PANEL AND PROGRESSING OUTWARDS.
5. SIGN PANEL SHALL BE ACCORDING TO PLANS, SPECIFICATION 613 AND
CONTRACT DOCUMENTS.
6. U-BOLTS SHALL CONFORM TO ASTM A449 OR ASTM A193 B7, NUTS:
ASTM F563, WASHERS: ASTM F436 (FLAT WASHERS).
7. SIGN PANEL VERTICAL SPLICES SHALL HAVE A MINIMUM SPACING OF
1.22M (4.0'). NO HORIZONTAL SPLICES SHALL BE ALLOWED.
BOLT WIND BEAM TO
VERTICAL HANGER WITH
15/8" Ø GALVANIZED HEX HEAD BOLT
WITH NUTS & LOCK WASHERS.
SIGN PANEL
H/2
C
L
OVERHEAD
STRUCTURE
ARM OR SPAN
SIGN PANEL AREA
CENTROID
(SEE NOTE 3)
Z5x 6.19 ALUMINUM
VERTICAL HANGER
150 (6")
DETAIL "A"
(ATTACHMENT OF SIGN PANEL
TO VERTICAL HANGER SUPPORTS)
N.T.S.
Z3x2.33 ALUMINUM
HORIZONTAL WIND BEAM
H/2
1/2" Ø U-BOLTS
WITH DOUBLE NUTS
AND WASHERS (TYP.)
(SEE NOTE 6)
1/4" AT 14" SPACING
ALUMINUM FLAT HEAD
MACHINE BOLT WITH
NYLON WASHERS,
LOCK WASHERS AND NUTS
SIDE ELEVATION
N.T.S.
1/2" Ø U-BOLTS
WITH DOUBLE NUTS
AND WASHERS (TYP.)
(SEE NOTE 6)
DETAIL "B"
(SIGN PANEL SPLICE)
N.T.S.
PLAN VIEW
0.356
0.025
ALUMINUM
BACKING STRIP
WIND
BEAM
0.010
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
3.175 mm (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
b d
Z SHAPE
N.T.S.
Z HANGER DIMENSIONS
d
(INCHES)
b
(INCHES)
t
(INCHES)
SECTION
Z 5 x 6.19 5 3.25 0.5
Z WIND BEAMS DIMENSIONS
d
(IN…
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