* 28" 2'-0" NUT ROUTED 6" x 8" WOOD BLOCK GROUND LINE SHEET APPROVED BY: DIRECTOR, BUREAU OF DEVELOPMENT DATE: VERT.

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April Henderson
5 years ago
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1 6'-" 2 3'- WITH WITH 6'-" 2 2'- EFFECTIVE AND TYPICAL 3'- WITH ROUND 6'-" 2 TOE NAIL BLOCK TO POST WITH A MINIMUM LONG HOT-DIP ZINC COATED NAIL x OFFSET BLOCK 3'- x LINE POST * 2 x LINE POST * 2 OPTIONAL POST POST ELEVATION SHOWING ELEVATION SHOWING TYPE BD TYPE A ( POST ) GALVANIZING HOLE NORMAL ** 5'-" OR AS SPECIFIED ON PLANS (OPTIONAL) TO 2'-" NUT ROUTED x BLOCK FOR POST TOE NAIL BLOCK TO POST WITH A MINIMUM LONG HOT-DIP ZINC COATED NAIL WITH ROUND 6'-" 2 3'- GROUND LINE HINGE POINT 6'-" 2 ROUTED x OFFSET BLOCK FOR POST WITH x LINE POST 3'- ** FOR PAVED WIDTHS OF AT LEAST 2', USE 3'-". * 2 * 2 ELEVATION SHOWING ELEVATION SHOWING TYPE B ( POST ) TYPE B (OR BD) ( POST ) DEPARTMENT DIRECTOR Kirk T. Steudle PREPARED BY DESIGN DIVISION APPROVED BY: DIRECTOR, BUREAU OF FIELD SERVICES DRAWN BY: B.L.T APPROVED BY: CHECKED BY: W.K.P. R-6-J R-6-J OF 7 2 OF 7 DIRECTOR, BUREAU OF DEVELOPMENT AUTH DESCRIPTION AUTH DESCRIPTION

2 '- " NORMAL '- " 4 " 4 " ** 5'-" OR AS SPECIFIED ON PLANS 4 " 4 " 2'-" \ POST SLOT SLOT SLOT SLOT 7 " " WITH ROUND \ SLOT AND \ POST \ SLOT 7'-" GROUND LINE HINGE POINT POST SPLICE DETAILS POST 4'-Ž " x LINE POST * 34" ELEVATION SHOWING ** FOR PAVED WIDTHS OF AT LEAST 2', USE 3'-". 4 " TYPE T ( POST ) " + " - \ 2 7 " 2 7 " WITH ROUND 7'-" 4'-Ž " x OFFSET BLOCK x LINE POST * 34" ELEVATION SHOWING FOR USE ON POSTS FOR USE ON POSTS (SEE NOTES ON 6 OF 6) TYPE TD OFFSET BLOCKS FOR TYPE B AND TYPE BD ( POST ) R-6-J 3 OF 7 R-6-J 4 OF 7 AUTH DESCRIPTION AUTH DESCRIPTION

3 GALVANIZING HOLE (OPTIONAL) '- " TO '- " 4 " 4 " NUT ROUTED x BLOCK FOR POST 4 " 4 " \ POST 7'-" 2 7 " 2 7 " ROUTED x OFFSET BLOCK FOR POST WITH SLOT SLOT \ SLOT AND \ POST SLOT SLOT \ SLOT 4'-Ž " * 34" POST POST THRIE SPLICE DETAILS ELEVATION SHOWING TYPE T OR TD 4 " ( POST ) " CONNECTING POST TO OFFSET BLOCK CONNECTING POST TO ROUTED OFFSET BLOCK \ + " - TYPE B TYPE B CONNECTING POST TO OFFSET BLOCK POST CONNECTING POST TO ROUTED OFFSET BLOCK POST 7 " 7 " 7 " 2 7 " 7 " 7 " 2 TYPE T TYPE T POST POST BLOCK AND POST CONNECTION DETAILS FOR USE ON POSTS FOR USE ON POSTS (SEE NOTES ON 6 OF 6) OFFSET BLOCKS FOR TYPE T AND TYPE TD R-6-J 5 OF R-6-J 6 OF 7 AUTH DESCRIPTION AUTH DESCRIPTION

4 GALVANIZING HOLE NORMAL ** 5'- OR AS SPECIFIED ON PLANS 2'- TOE NAIL BLOCK TO POST WITH A MINIMUM LONG HOT-DIP ZINC COATED NAIL 6'-" 25" ROUTED x OFFSET BLOCK FOR POST WITH NUT (OPTIONAL) TO ROUTED x BLOCK FOR POST WITH ROUND 6'-" 25" 3'-4" GROUND LINE HINGE POINT 3'-4" x LINE POST TYPE MGS-8 (OR MGS-8D) ( POST ) ** FOR PAVED WIDTHS OF AT LEAST 2', USE 3'-. TYPE MGS-8 ( POST ) 3'-4" WITH ROUND TOE NAIL BLOCK 6'-" 25" TO POST WITH A MINIMUM LONG HOT-DIP ZINC COATED NAIL x LINE POST ** FOR PAVED WIDTHS OF AT LEAST 2', USE 3'-". TYPE MGS-8D ( POST ) R-6-J 7 OF R-6-J 8 OF 7 AUTH DESCRIPTION AUTH DESCRIPTION

5 OF RAIL \ POST CONNECTING POST TO OFFSET BLOCK CONNECTING POST TO ROUTED OFFSET BLOCK * 3" ELEVATION SHOWING FOR TYPE MGS-8 OR MGS-8D POST BLOCK AND POST CONNECTION DETAILS POST TYPE MGS-8 OR MGS-8D TYPE B TYPE BD OR APPROACH TERMINAL TYPE B, 2B OR 3B 34'-4 " HEIGHT TRANSITION 9'-4 " EFFECTIVE 4 " STANDARD (2'-) W- MGS (9'-4 ") STANDARD (2'-) W- 8 3" 2 " \ MGS POST \ EXISTING POST ELEVATION SHOWING TRANSITION DETAIL FOR CONNECTING TYPE MGS-8 OR MGS-8D TO TYPE B, TYPE BD, OR APPROACH TERMINAL TYPE B, 2B, OR 3B + " - \ TYPE MGS-8 OR MGS-8D TYPE T TYPE TD ANCHORAGE, MEDIAN ANCHORAGE, BRIDGE DETAIL A, T, T4, OR T6 28'- " HEIGHT TRANSITION 9'-4 " EFFECTIVE 6'- EFFECTIVE LENGTH STANDARD (2'-) W- MGS (9'-4 ") THRIE BEAM TRANSITION FOR USE ON POSTS FOR USE ON POSTS 3" 34" (SEE NOTES ON 6 OF 6) \ MGS POST \ EXISTING POST OFFSET BLOCKS FOR TYPE MGS-8 AND TYPE MGS-8D ELEVATION SHOWING TRANSITION DETAIL FOR CONNECTING TYPE MGS-8 OR MGS-8D TO TYPE T, TYPE TD, ANCHORAGE, MEDIAN, ANCHORAGE, BRIDGE DETAIL A, T, T4 OR T R-6-J 9 OF R-6-J OF 7 AUTH DESCRIPTION AUTH DESCRIPTION

6 ˆ " " R NEUTRAL AXIS " R '- " " R 4 " 4 " EXISTING TYPE B STANDARD (2'-) W- 34'-4 " HEIGHT TRANSITION 9'-4 " EFFECTIVE MGS (9'-4 ") STANDARD (2'-) W- APPROACH TERMINAL TYPE 2M SYMMETRICAL ABOUT \ " 3 " Œ " '- " + " SLOTTED HOLE SLOT 2 3" \ SLOTTED HOLE SPLICE DETAILS \ EXISTING POST \ MGS POST 3 " ˆ" ELEVATION SHOWING TRANSITION DETAIL FOR CONNECTING TYPE B TO APPROACH TERMINAL TYPE 2M 3 " TOLERANCE - + " 3'-6 " 3'- " 3'- " 3'- " 3'- " ž" SLOT SLOT EXISTING TYPE T 28'- " HEIGHT TRANSITION APPROACH TERMINAL TYPE 2M 6'- EFFECTIVE LENGTH 9'-4 " EFFECTIVE \ OF SLOTS THRIE BEAM TRANSITION MGS (9'-4 ") STANDARD (2'-) W- ELEVATION OF '-5" 34" 3" 3'- " 3'- " 3'- " \ EXISTING POST \ MGS POST ž" SLOT SLOT ELEVATION SHOWING TRANSITION DETAIL FOR CONNECTING TYPE T TO APPROACH TERMINAL TYPE 2M \ OF SLOTS ELEVATION OF MGS (9'-4 ") R-6-J OF R-6-J 2 OF 7 AUTH DESCRIPTION AUTH DESCRIPTION

7 3'-6 " 6'- 6'- 7'-3 " SLOT SLOT '-6ƒ" '-6ƒ" 3'- " '- + " '- " + " > OF SLOTS ELEVATION OF THRIE SLOT SLOT ˆ " " R " R 7'-3 " " R Œ " 3 " " 3 " " 3 " '- + " '- + " '-6ƒ" '-6ƒ" 3'- " 4 " 6 " '- " < " ž" SLOT SLOT 7'-3 " " Œ " 3'- " '-6ƒ" '-6ƒ" 3 " '- " < " 6 " 4 " '- < " 3 " ˆ" 3 " TOLERANCE - + " THRIE (FOR TYPE T AND TD) ž" SLOT SLOT ASYMMETRICAL S NOTE: ASYMMETRICAL TRANSITION TYPE WILL VARY BY LOCATION DEPENDING ON LAYOUT R-6-J 3 OF R-6-J 4 OF 7 AUTH DESCRIPTION AUTH DESCRIPTION

8 OFFSET BLOCKS (TYPE BD) x '-" x '- OFFSET BLOCKS (TYPE TD) x '-" x '-" MAX. APPROX. 6'- OFFSET BLOCKS (TYPE MGS-8D) x '-" x '- MAX. APPROX. 6'- OFFSET BLOCKS (TYPE BD) x 9" x '- OFFSET BLOCKS (TYPE TD) x 9" x '-" OFFSET BLOCKS (TYPE MGS-8D) x 9" x '- LENGTH 2'-4" (ONE REQUIRED FOR TYPE BD) (TWO REQUIRED FOR TYPE TD) LENGTH 2'-" (ONE REQUIRED FOR TYPE BD) (TWO REQUIRED FOR TYPE TD) LENGTH 2'-4" FOR TYPE MGS-8D LENGTH 2'-" FOR TYPE MGS-8D STANDARD WIDTH VARIABLE WIDTH (FIELD BEND) STANDARD WIDTH VARIABLE WIDTH (FIELD BEND) PAY ITEM EACH : PAY ITEM: TYPE BD (OR TD) TYPE B (OR T) PAY ITEM: TYPE MGS-8D PAY ITEM EACH : TYPE MGS-8 DETAIL SHOWING TRANSITION FROM TYPE B (OR TYPE T) DETAIL SHOWING TRANSITION FROM TO TYPE BD (OR TYPE TD) TYPE MGS-8 TO TYPE MGS-8D S, S AND WASHERS AT SPLICE POSTS AND AT INTERMEDIATE POSTS S OFFSET TYPE POST BLOCK LENGTH REQ'D N/A 9 " A N/A B 9 " * 26 " BD 2 9 " 2 T 2 9 " 2 *26 " TD 4 9 " S WASHERS ( " LONG) ( REQ'D) NOT NEEDED AT INTERMEDIATE POSTS (ROUND) ( REQ'D) MINIMUM THREAD LENGTH BOLT LENGTH MINIMUM THREAD LENGTH 9 " ƒ" 2 " 26 " " () SEE CHART () Š" ) " - " " +ˆ " " S, S AND WASHERS AT SPLICE POSTS AND AT INTERMEDIATE POSTS S S WASHERS OFFSET TYPE POST BLOCK LENGTH ( " LONG) (ROUND) REQ'D ( REQ'D) ( REQ'D) MGS " *26 " MGS-8D " 2 S REQUIRE 2 S EACH (2 N TYPE T END AND 8 ON TYPE MGS END). * EXCEPT AS SPECIFIED ON DETAIL SHOWING TRANSITION FROM TYPE MGS-8 TO TYPE MGS-8D S SHALL NOT EXTEND MORE THAN " BEYOND NUT. MINIMUM THREAD LENGTH BOLT LENGTH MINIMUM THREAD LENGTH 9 " ƒ" 2 " 26 " S REQUIRE 2 S EACH (2 N TYPE T END Š" " " AND 8 ON TYPE B END). * EXCEPT AS SPECIFIED ON DETAIL SHOWING TRANSITION FROM TYPE B (OR TYPE T) TO TYPE BD (OR TYPE TD). S SHALL NOT EXTEND MORE THAN " BEYOND NUT. AND ƒ" DIAMETER " " DIA. x ˆ" DEEP RECESS ONE OR BOTH S " DIAMETER " " NUT. THICK CURVED RADIUS EMBOSSED ƒ" HIGH ON THE METAL TAG " + " ƒ " ƒ " 5' " 4" + " METAL TAG R-6-J FOR CURVED WITH RADIUS OF 5' OR LESS 5 OF 7 6 OF 7 R-6-J AUTH DESCRIPTION AUTH DESCRIPTION

9 REFLECTORIZED FACING TRAFFIC 5" " ƒ " " " R 2ƒ" ONE-WAY TRAFFIC (.934") NOMINAL 3 GAGE GALVANIZED REFLECTOR TWO-WAY TRAFFIC SEE NOTES BELOW REFLECTORIZED SURFACE FACING TRAFFIC OF RAIL LAP NOTES: DETAILS SPECIFIED ON THIS STANDARD ARE ACCORDING TO THE AASHTO- AGC-ARTBA JOINT COMMITTEE, TASK FORCE 3 PUBLICATION TITLED "A GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE." ONE-WAY TRAFFIC SEE NOTES BELOW PLACE REFLECTORS IN OPPOSITE S ON ADJACENT POSTS S SHALL BE SHOP BENT TO PLAN RADIUS FOR CURVE RADII 5' OR LESS. A TAG IDENTIFYING THE CURVATURE OF THE SHOP BENT SECTION WILL BE REQUIRED FOR EACH CURVED ELEMENT. SEE STANDARD PLAN R-6-SERIES, R-62-SERIES OR R-63-SERIES FOR APPROACH TERMINALS, STANDARD PLAN R-66-SERIES FOR DEPARTING TERMINALS AND STANDARD PLAN R-67-SERIES FOR ANCHORAGE, BRIDGE. WHEN THE PLANS SPECIFY (TYPE B OR T) TO BE PLACED ON THE HINGE POINT, RATHER THAN AS SPECIFIED ON THIS PLAN, 8'-" POSTS SHALL BE PROVIDED, WITH THE ADDITIONAL LENGTH EMBEDDED FOR ADDED STABILITY. (NOT NECESSARY WHEN THE SLOPE IS REASONABLY LEVEL BEYOND THE HINGE POINT, AS DETERMINED BY THE ENGINEER.) WHEN THE PLANS SPECIFY TYPE MGS-8 TO BE PLACED ON THE HINGE POINT, RATHER THAN AS SPECIFIED ON THIS PLAN, 9'-" POSTS SHALL BE PROVIDED, WITH THE ADDITIONAL LENGTH EMBEDDED FOR ADDED STABILITY. (NOT NECESSARY WHEN THE SLOPE IS REASONABLY LEVEL BEYOND THE HINGE POINT, AS DETERMINED BY THE ENGINEER.) TWO-WAY TRAFFIC PLACEMENT OF REFLECTORS POSTS WITH " BEVELS AT THE MAY BE USED IN LIEU OF POSTS WITHOUT BEVELS SPECIFIED. THE LENGTH, WIDTH AND DEPTH OF THE POST SHALL BE AS SPECIFIED ON THIS STANDARD AND THE HOLES SHALL BE LOCATED TO ENSURE PROPER RAIL HEIGHT. NOTES GOVERNING THE USE OF REFLECTORS. REFLECTORS SHALL BE USED ON ALL STANDARD RUNS, REGARDLESS OF ROADWAY LIGHTING. 2. REFLECTORS ARE TO BE SPACED AT THE FOLLOWING INTERVALS: a) 5O'-" ON TANGENT SECTIONS AND CURVES WITH A RADIUS OF 5' OR MORE. b) 25'-" ON CURVES WITH A RADIUS LESS THAN 5'. 3. FOR REFLECTOR PLACEMENT ON APPROACH TERMINALS, SEE THE APPROPRIATE APPROACH TERMINAL STANDARD PLAN. 4. A REFLECTOR IS TO BE PLACED ON THE SECOND POST FROM THE DEPARTING TERMINAL. 5. ON TYPE T AND TYPE TD REFLECTORS ARE TO BE PLACED ON THE UPPER. 6. REFLECTORS SHALL MATCH COLOR OF EDGE LINE. OFFSET BLOCKS WITH " BEVELS AT THE AND BOTTOM OR A " BEVELED MAY BE USED IN LIEU OF BLOCKS WITHOUT BEVELS SPECIFIED. THE LENGTH ( AND BACK FACE), WIDTH AND DEPTH OF THE BLOCK SHALL BE AS SPECIFIED ON THIS STANDARD AND THE HOLES SHALL BE LOCATED TO ENSURE PROPER RAIL HEIGHT AND COMPATIBILITY WITH POST HOLES. WHEN THE FACE OF IS PLACED FLUSH WITH FACE OF CURB, THE RAIL HEIGHT SHOULD BE MEASURED FROM THE EDGE OF THE GUTTER PAN, WHICH IS THE POINT ON THE GUTTER PAN THAT IS CLOSEST TO THE EDGE OF THE TRAVELED LANE. WHEN THE FACE OF THE PANEL IS LOCATED BEHIND THE CURB THE RAIL HEIGHT SHOULD BE MEASURED FROM THE GROUND JUST IN OF THE. OF R-6-J 7 OF 7 AUTH DESCRIPTION AUTH DESCRIPTION

CASE 1 TWO LANE TO FOUR LANE DIVIDED TRANSITION GEO-610-C NOT TO SCALE GEOMETRIC DESIGN GUIDE FOR MATCH LINE LINE MATCH. 2 (0.6m) shoulder transition

CASE 1 TWO LANE TO FOUR LANE DIVIDED TRANSITION GEO-610-C NOT TO SCALE GEOMETRIC DESIGN GUIDE FOR MATCH LINE LINE MATCH. 2 (0.6m) shoulder transition CASE 1 2 (0.6m) Joint Line See sheet #5 for description of variables 4 (1.2m) Transition taper is tangent to Edge of Pavement curve at this point. 1:25 Paved shoulder transition 16 (4.m) Median width 16