1'' 45 DEGREE 4'-0" 4'-0" CHAMFER ALL PATH MILEAGE TO 5'-0" TO 5'-0" FOUR SIDES 5'-0" RAILROAD ' ' MILEAGE 2'-0" MINIMUM 0 SHOULDER OFFSET -

' S4S 6'' x 6'' OR BACK OF 1'-0" " 4 PRESSURE TREATED SIDEWALK 0

3'-0'' MIN. - WOOD POST PATH EDGE OF SHOULDER ' 6'-0'' MAX. 0 1'-0" WHITE 3 A A ' O PATH MILEAGE ' STOP BAR 4'-0" MINIMUM

STOP SIGN T 0

STOP - " O ' " 0 T 5 ' H

0 VAOT LOW - ' " ' - T 0 ' 0 GROWTH SEED 0 R1-1 1 A - - 0 ' 1 ' P

MIX OR " 4 5

HARDSCAPE 0 F - 1'-0" STOP ' O 5 4'' SOLID 4'-0" 4'-0" BAR - SEE BOLLARD AND E " STOP BAR LAYOUT FOR G FIXED BOLLARD

YELLOW LINE 0 D

- GUIDANCE ON PLACEMENT ' E 5

PLAN VIEW ' ' FIXED BOLLARD POST INSTALLATION DETAIL 0 BOLLARD CENTER BOLLARD MAY BE REMOVABLE -

' (SEE OPTIONS BELOW) 0 1 BOLLARD AND STOP BAR LAYOUT 1'-0'' (TYP) 4" SOLID YELLOW LINE PATH 2'' 2'' POST LETTERING NOTES: R M 10'-0" 1. LETTERING SHALL BE ENGRAVED ON THREE FACES

' (TYP.) 4'' (TYP.) ' NOTES: OF THE POST ON RAIL TRAILS AND TWO FACES FOR 0

- 1. BOLLARDS ARE NOT A REQUIREMENT AT EVERY ROAD CROSSING. THEIR R ' SPLIT PATH AT ROAD CROSSING I SHARED USE PATHS. THE DEPTH OF THE LETTERING 5 USE SHOULD BE BASED ON PREVAILING CONDITIONS INCLUDING PATH USE SHALL BE 1/2'' AT THE DEEPEST PART. LETTERING AND VOLUME, ROADWAY VOLUME AND ADEQUACY OF SIGHT DISTANCE. NOTES: SHALL BE PAINTED WITH AN OIL BASED PRIMER AND REFER TO VTRANS PEDESTRIAN AND BICYCLE FACILITY PLANNING AND 4 2'' (TYP.) 3 DESIGN MANUAL FOR GUIDANCE. 1. THIS TREATMENT MAY BE USED IN LIEU OF OR IN 2'' (TYP.) TWO COATS OF OIL BASED WHITE PAINT. PAINTING WORK COMBINATION WITH BOLLARDS AS SHOWN ON THIS DRAWING. AND MATERIALS SHALL BE FURNISHED AS APPROVED 2. MAY USE ONLY SINGLE BOLLARD CENTERED IN PATH. 5 3 BY THE ENGINEER. VAOT LOW 3. IF USING MORE THAN ONE BOLLARD, USE AN ODD NUMBER WITH GROWTH SEED ADDITIONAL BOLLARDS PLACED BEYOND EDGE OF PATH SURFACE. 4'-0" TO VARIES 4'-0" TO MIX OR 2. ''MI'' SHALL PRECEDE THE PATH DISTANCE IN MILES 5'-0" 5'-0" HARDSCAPE 6 WHERE RAILROAD DISTANCE IS ALSO SHOWN. WHEN USED 4. LOCATE STOP BAR AND SIGN AS CLOSE TO DESIRED STOPPING POINT ON SHARED USE PATHS WITHOUT RAILROAD DISTANCE, AS POSSIBLE. STOP BAR AND SIGN SHOULD NOT BE LOCATED AT NOTE: OR BEHIND BOLLARDS. THE ''MI'' DESIGNATION IS OPTIONAL. WHERE THIS PAVEMENT MARKING IS USED 6" TOPSOIL IN CONJUNCTION WITH A STOP BAR, 5. THE DESIRED STOPPING POINT IS THE LOCATION BASED ON SITE SECTION A-A 3. ''RR'' SHALL PRECEDE THE RAILROAD DISTANCE WHERE THE EXTENSION LINE SHALL TERMINATE CONDITIONS THAT BEST ALLOWS PATH USERS TO VIEW AT THE STOP BAR. APPROACHING TRAFFIC. THESE POSTS ARE USED ON RAIL TRAILS, OTHERWISE POST LETTERING DETAIL THE ''RR'' DESIGNATION SHALL NOT BE USED.

PATH DISTANCE MARKER POST BOLLARD MARKING

1" 6" 45 DEGREE CHAMFER GALVANIZED STEEL BOLLARD ON 4 SIDES CAP TO BE SHOP FABRICATED AS APPROVED BY THE ENGINEER 2" RADIUS C C (3) 2" BANDS OF YELLOW BOLLARD NOTES: INSTALL VERTICAL TYPE II L L 2" RETROREFLECTIVE SHEETING OBJECT MARKER (OM2-1V " (5) 5/8" x 7 1/2" ASTM TYPE III 1. BOLLARD DESIGNS SHOWN ARE INTENDED 0

OR OM2-2V) BOTH - GALVANIZED 2" ONLY WHEN A REMOVABLE CENTER ' 3/4" 2" 3 SIDES OF POST 2 1/2" CARRIAGE BOLTS " NPS 4 (10.8 LB/FT) GALVANIZED BOLLARD IS DEEMED NECESSARY TO (TYP.) 0 STEEL TUBE PAINTED WHITE WITH NUTS - PROVIDE MAINTENANCE OR EMERGENCY ' (3'-0" ABOVE GRADE IN HEIGHT) 2 1/2" 3 VEHICLE ACCESS OR TO FACILITATE PATH SURFACE SNOWMOBILE USE. 1'-0" CUT POST LOCKING DEVICE EMBEDDED IN CONCRETE PER BOLLARD 2. ALTERNATIVE REMOVABLE/COLLAPSIBLE (2) 1'-6" x AND PATH SURFACE BOLLARD DESIGNS MAY BE APPROVED BY 6" x 3/8" SEAL ENDS * MANUFACTURER'S SPECIFICATIONS THE ENGINEER. " GALVANIZED SPLICE PLATE FRONT 6 - STEEL PLATES AND BACK (SEE DETAIL) ' PATH SUBBASE 3. REMOVABLE BOLLARD DESIGN MUST BE " 3

(5) 3/4" DIA. 6 COORDINATED WITH APPROPRIATE STATE - HOLES EACH ' OR LOCAL MAINTENANCE ENTITY. WOOD POST 3 S4S 6" x 6" x 6'-6" PLATE NPS 5 (14.62 LB/FT) 6" GALVANIZED STEEL TUBE PRESSURE TREATED * CUT ENDS SHALL BE TREATED WITH SUBBASE OF WOOD POST COPPER NAPHTHENATE SOLUTION CRUSHED GRAVEL (FINE GRADED) WOOD BOLLARD WITH SPLICE PLATE (NOT RECOMMENDED WHERE 1'-6" CLASS B DIA. SNOWMOBILE USE IS ANTICIPATED) CONCRETE STEEL BOLLARD REMOVABLE BOLLARD OPTIONS

REV. DATE DESCRIPTION 0 MAR. 31, 2004 ORIGINAL APPROVAL 1 SEP. 20, 2017 REVISED NOTES, COMBINED WITH E-195 STANDARD 2 APR. 07, 2020 MISCELLANEOUS REVISIONS SHARED USE PATH Workin to Get You There BOLLARD DETAILS VERMONT AGENCY OF TRANSPORTATION A-80 OTHER STANDARDS REQUIRED: C-10