KENTUCKY STANDARD DRAWINGS - KYTC

1 KENTUCKY STANDARD DRAWINGS . ROADWAY TRAFFIC BRIDGES. FENCES. ROADSIDE SEE. BARRIERS DRAINAGE AND GENERAL PAVEMENT PERMANENT TEMPORARY. GRATES DEVELOPMENT OVERLEAF. CHAIN LINK SUPERELEVATION MEDIANS, CURBS, TRAFFIC. GUARDRAIL AND EROSION CONTROL MARKERS. BOX INLETS AND. BRIDGE END fence APPROACHES, ETC. CONTROL. AND OUTLETS CURVE WIDENING RRE-SERIES TPM-SERIES. DRAINAGE RFC-SERIES RPM-SERIES TTC-SERIES. RDB-SERIES RGS-SERIES. RBB-SERIES. GATES MISCELLANEOUS NON-REINFORCED PLANTS DEVICES. GUARDRAIL PAVED DITCHES, standards CONC. PAVEMENT. CONNECTORS TO FLUME INLETS & RFG-SERIES RGX-SERIES RPN-SERIES RRP-SERIES TTD-SERIES.

2 BRIDGE ENDS CHANNEL LINNING. RBC-SERIES RDD-SERIES. WOVEN WIRE STANDARD REINF. STRIPING. fence CONC. PAVEMENT OPERATIONS. ENERGY RFW-SERIES RPS-SERIES TTS-SERIES. ABSORPTION HEADWALLS. DEVICES RDH-SERIES. RBE-SERIES. MISCELLANEOUS. PAVING. RPX-SERIES. TYPICAL. TYPICAL BARRIER. DRAINAGE. INSTALLATIONS. INSTALLATIONS. RBI-SERIES. RDI-SERIES. ~ DRAWING NUMBER EXPLANATION ~. CONCRETE MEDIAN MANHOLES. DIVISION HEADING (ROADWAY). BARRIERS. RDM-SERIES. RBM-SERIES. SECTION HEADING (FENCES & GRATES). SUB-SECTION (GATES). GUARDRAIL PERFORATED PIPE THREE OR FOUR DIGIT NUMBER. HARDWARE. RBR-SERIES.

3 RDP-SERIES KENTUCKY . R F G - 0 0 1 DEPARTMENT OF HIGHWAYS. MISCELLANEOUS. LAYOUT CHART FOR. MISCELLANEOUS. DRAINAGE NO. OF TIMES KENTUCKY . RDX-SERIES. DRAWING REVISED STANDARD DRAWINGS . R G X - 0 0 1 - 0 1. 2003. BRIDGES. JOINTS AND. BEARING DEVICES DECK UNITS GENERAL HANDRAIL EXPANSION PILING. DEVICES. MISCELLANEOUS. BEARING PADS PRECAST PRESTRESSED STEEL HANDRAIL ARMORED EDGES CONCRETE PILES. standards . BBP-SERIES BDP-SERIES BHS-SERIES BJE-SERIES BPC-SERIES. BGX-SERIES. STEEL PILES. BPS-SERIES. ~ DRAWING NUMBER EXPLANATION ~. DIVISION HEADING (BRIDGES). SECTION HEADING (HANDRAIL).

4 SUB-SECTION (STEEL). THREE OR FOUR DIGIT NUMBER. KENTUCKY . B H S - 0 0 1 DEPARTMENT OF HIGHWAYS. MISCELLANEOUS. LAYOUT CHART FOR. NO. OF TIMES KENTUCKY . DRAWING REVISED STANDARD DRAWINGS . B G X - 0 0 1 - 0 1. 2003. 1 END POST 6 4 CORNER OR INTERMEDIATE PULL POST. 4 5 2 LINE POST. 7. 1. 5. 5. 8. 3. 3. 7. 3'-6'' FOR 6' fence . 3'-0'' FOR 4' fence . 2'-6'' FOR 6'. 3'-0'' FOR 6'. 2'-0'' FOR 4'. 2'-6'' FOR 4'. 2'' 3. 3'-0'' FOR 6'. 2'-6'' FOR 4'. 2 LINE POST. CLASS ''B'' CONCRETE (TYP). 10'-0'' MAX. 10'-0'' MAX. SEE END POST. 1'-6'' FOR DIMENSIONS. 1'-0''. ~ NOTES ~. ''. 1 1''. ''. 1'' ALL POSTS SHALL BE SET IN CONCRETE TO THE DIMENSIONS INDICATED.

5 '' ON THIS DRAWING. 2'' 2'' 4' HIGH fence SHALL HAVE 4' FABRIC HEIGHT. 6' HIGH fence SHALL HAVE. 3''. ''. 1'' 6' FABRIC HEIGHT. ''. + ALL fence FITTINGS SHALL COMPLY WITH ASTM F 626. POST CAPS AND SOCKET TYPE BRACE END CONNECTIONS SHALL BE GALVA- NIZED PRESSED STEEL, CAST IRON OR OTHER TYPE AS APPROVED BY THE. 3'' '' R. ENGINEER. THEY SHALL BE DESIGNED IN A MANNER TO EXCLUDE MOISTURE. FROM INSIDE POSTS AND RAILS. ROLL FORMED HOT ROLLED LINE POST HOT ROLLED. NPS = NOMINAL PIPE SIZE - ASTM F1083 AND F1043 (HEAVY INDUSTRIAL. TERMINAL POST & LINE POST HEAVY ''C'' ROLL FORMED TOP & BRACE.)

6 fence ) SHALL GOVERN. CORNER POST H - COLUMN RAIL. INDISCRIMINATE MIXING OF POSTS WILL NOT BE PERMITTED. 6 TENSION WIRE COMPLYING WITH ASTM A 824 SHALL BE SUBSTITUTED FOR THE. LEGEND / (ALTERNATES) TOP RAIL WHEN THE fence IS TO BE INSTALLED IN THE PATH OF AN ERRANT. VEHICLE. TUBULAR ROLL FORMED. 1 2'' NPS END POST 3'' X 3'' END POST. 2'' H-COL. LINE POST. 2 2'' NPS LINE POST - OR - CAP OR FITTED. 2'' C-COL. LINE POST KENTUCKY . OVER CLAMP. 3 '' ROD AND TIGHTNER '' DIA. TRUSS ROD AND TIGHTNER. DEPARTMENT OF HIGHWAYS. 4 APPROVED CAPS NOT REQUIRED. CHAIN LINK fence . 1'' X 1'' BRACE.

7 5 1'' NPS BRACE. 1'' X 1'' TOP RAIL & BRACE 4' TO 6' HIGH. 6 1'' NPS TOP RAIL. TRUSS TIGHTENER. STANDARD DRAWING NO. RFC-001-07. 7 FLAT TENSION BAR NOT REQUIRED. SUBMITTED 12-1-99. BRACE AND TRUSS DIRECTOR DIVISION OF DESIGN DATE. 8 BRACE BAND AND TENSION BAND NOT REQUIRED. 12-1-99. CONNECTOR APPROVED. STATE HIGHWAY ENGINEER DATE. SEE DETAIL ''A'' 6 4 X. 4. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X. X. X. 5. X X. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X. X. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X. 1 END. 7. POST. 1.

8 5 2 LINE POST. 5. CORNER OR. INTERMEDIATE. 8. PULL POST. 3. 3. 7. 2'' 3. 2 LINE POST. 3'-0''. 3'-0''. 3'-6''. 3'-6''. CLASS ''B'' CONCRETE (TYP). 10'-0'' MAX. 10'-0'' MAX. SEE END POST. FOR DIMENSIONS. 1'-6'' 1'-0'' ~ NOTES ~. CONSTRUCTION REQUIREMENT: ALL POSTS SHALL BE SET IN CONCRETE TO THE DIMENSIONS SHOWN ON THIS DRAWING. 1 ''. A, 1'' NPS OR A 1'' x 1'' ROLL FORMED SECTION, BOTTOM RAIL SHALL BE REQUIRED AROUND. 1'' ALL UTILITY INSTALLATIONS AND AT OTHER LOCATIONS DESIGNATED BY THE ENGINEER. ''. MATERIALS: 2''. 3''. 8' HIGH fence SHALL HAVE 7' FABRIC HEIGHT. 9' HIGH fence SHALL HAVE 8' FABRIC HEIGHT.

9 '' 1''. 10' HIGH fence SHALL HAVE 9' FABRIC HEIGHT. 11' HIGH fence SHALL HAVE 10' FABRIC HEIGHT. 12' HIGH fence SHALL HAVE 11' FABRIC HEIGHT. ALL fence FITTINGS SHALL COMPLY WITH ASTM F 626. 3'' POST CAPS AND SOCKET TYPE BRACE END CONNECTIONS SHALL BE GALVANIZED PRESSED STEEL, CAST. IRON OR OTHER TYPE AS APPROVED BY THE ENGINEER. THEY SHALL BE DESIGNED IN A MANNER TO. ROLL FORMED HOT ROLLED ROLL FORMED. EXCLUDE MOISTURE FROM INSIDE THE POSTS AND RAILS. TERMINAL POST & LINE POST TOP & BRACE NPS = NOMINAL PIPE SIZE - ASTM F1083 AND F1043 (HEAVY INDUSTRIAL fence ) SHALL GOVERN. CORNER POST H - COLUMN RAIL.

10 LEGEND / (ALTERNATES). TUBULAR ROLL FORMED 1 END POST. CAP OR FITTED. 1 2'' NPS END POST 3'' X 3'' END POST OVER CLAMP X X X X. X X X X X. 1'' x 1''. 2 2'' NPS LINE POST 2'' H-COL. LINE POST. X X X X. KENTUCKY . BRACE. 3 '' DIA. TRUSS ROD AND TIGHTNER '' DIA. TRUSS ROD AND TIGHTNER. DEPARTMENT OF HIGHWAYS. 4 BARBED WIRE ARMS BARBED WIRE ARMS. CHAIN LINK fence . 5 1'' NPS TOP RAIL & BRACE 1'' X 1'' TOP RAIL & BRACE. 8' TO 12' HIGH. 6 BARBED WIRE BARBED WIRE. TRUSS TIGHTENER. STANDARD DRAWING NO. RFC-002-04. 7 FLAT TENSION BAR NOT REQUIRED. SUBMITTED 11-21-07. BRACE AND TRUSS DETAIL ''A'' DIRECTOR DIVISION OF DESIGN DATE.