HINGE POINT EACH POST (TYP) HINGE POINT EACH POST (TYP) (MIN.) EDGE OF FORESLOPE 4" STEEL COLUMN 6" WOOD POST 4" (STEEL COLUMN) 6" (WOOD POST) 4' MIN. THRU TRAVELED 7'MIN. THRU TRAVELED MIN. 5' LATERAL OFFSET (VARIABLE) TOE OF BACKSLOPE. BREAKA POSTS THE LATERAL OFFSET SHALL BE 30' (MIN.), FOR MAINTENANCE PURPOSES. BREAKA POSTS IN DEPRESSED SECTIONS WITH 3:1 OR STEEPER BACKSLOPE, IF THE FRONT (TRAFFIC SIDE) POST CANNOT BE LOCATED AT 7' ABOVE ELEVATION, THEN A MINIMUM OFFSET FROM THE TOE OF SLOPE SHALL BE MAINTAINED AND THE PROTECTED WITH AN APPROVED BARRIER. SEE GENERAL NOTE 5. PLACEMENT-ELEVATION VIEW: FREE PLACEMENT-ELEVATION VIEW: FREE DEPARTMENT DIRECTOR Kirk T. Steudle FOR PREPARED BY DE DIVISION APPROVED BY: DIRECTOR, BUREAU OF FIELD SERVICES ROADSIDE LOCATIONS & SUPPORT SPACING DRAWN BY: CHECKED BY: DHD AJU APPROVED BY: DIRECTOR, BUREAU OF HIGH DEVELOPMENT -120-E 1 OF 9-120-E 2 OF 9 NOTE: THE ORIGINAL ED COPY IS KEPT ON FILE AT THE. DATE DATE
HINGE POINT EACH POST (TYP) HINGE POINT EACH POST (TYP) (MIN.) THRU TRAVELED EDGE OF FORESLOPE 7' MIN 4" STEEL COLUMN 6" WOOD POST THRU TRAVELED 4" (STEEL COLUMN) 6" (WOOD POST) MIN. 5' 5' MIN. 4' MIN. LATERAL OFFSET (VARIABLE) TOE OF BACKSLOPE. BREAKA POSTS THE OFFSET SHALL BE 17' (DESIRABLE) AND (MIN.). BREAKA POSTS IN DEPRESSED SECTIONS WITH 3:1 OR STEEPER BACKSLOPE, IF THE FRONT (TRAFFIC SIDE) POST CANNOT BE LOCATED AT 5' ABOVE ELEVATION, THEN A MINIMUM OFFSET FROM THE TOE OF SLOPE SHALL BE MAINTAINED AND THE PROTECTED WITH AN APPROVED BARRIER. SEE GENERAL NOTE 5. PLACEMENT-ELEVATION VIEW: NON-FREE PLACEMENT-ELEVATION VIEW: NON-FREE -120-E 3 OF 9-120-E 4 OF 9 NOTE: THE ORIGINAL ED COPY IS KEPT ON FILE AT THE. NOTE: THE ORIGINAL ED COPY IS KEPT ON FILE AT THE. DATE DATE
2' (MIN.) ( DESIRABLE) SPEED LIMIT 50 1' (MIN.) ( DESIRABLE) SPEED LIMIT 50 1' DESIRABLE NOT LESS THAN 7' NOT LESS THAN 7' FACE OF VERTICAL CURB FACE OF VERTICAL CURB SIDEWALK WITHOUT SIDEWALK WITH SIDEWALK L WHEN DIRECTED BY THE ENGINEER, 1' IS PERMITTED IN AREAS WHERE SIDEWALK OR UTILITY POLES ARE CLOSE TO CURB PER MMUTCD. NOTE: SLOPING CURBS SHOULD BE TREATED AS FLAT. PLACEMENT ALONG VERTICAL CURB ELEVATION VIEW 1/6L 1/6L 2/3L + + - 1" - 1" + - 1" DIRECTION OF TRAVEL EDGE OF THROUGH TRAVELED 9O 2 POST SUPPORT SPACING 3 ORIENTATION -120-E 5 OF 9-120-E 6 OF 9 NOTE: THE ORIGINAL ED COPY IS KEPT ON FILE AT THE. NOTE: THE ORIGINAL ED COPY IS KEPT ON FILE AT THE. DATE DATE
W4-1 AS CALLED FOR ON PLANS FREE 17' EDGE OF PAVED (S) BOTTOM HEIGHTS R3-2 (24") AS CALLED FOR ON PLANS. 15' OFFSET FROM EDGE OF RAMP PAVEMENT (NOT EDGE OF RAMP PAVED ). 6' FOR EXIT GORE S, THE SAME OFFSETS AS SHOWN FOR MERGE SHALL BE USED 60' CONVENTIONAL ROADS NOTES: PLACEMENT OF MERGE & NO LEFT TURN S AT ENTRANCE RAMP 7'- RURAL AREAS 1. PARKING S MOUNTED BELOW A PARENT 7'- URBAN AREAS 7'- ALL CONDITIONS WHERE SIDEWALKS EXISTS MAY HAVE A BOTTOM HEIGHT 1' OR 1.5' (DEPENDING ON SIZE) LESS THAN BOTTOM HEIGHTS LISTED FOR PARENT S. POSSIBLE VEHICLE PATH CROSSROAD POSSIBLE VEHICLE PATH RAMPS/CROSSROADS 7'- RAMP AND CROSSROAD ING (WITHOUT VERTICAL CURB) 7'- RAMP AND CROSSROAD ING (WITH VERTICAL CURB) 7'- ALL CONDITIONS WHERE SIDEWALK EXISTS 4'- AND S (FOR FREE RAMPS) FREES/EXPRESSS 7'- ROUTE MARKERS, WARNING AND REGULATORY S 7'- ALL OTHER FREE/EXPRESS S 2. BOTTOM HEIGHT OF ALL S ARE 7' EXCEPT THE FOLLOWING: OBJECT MARKERS- 4' MILE POST MARKERS- 4' / (FRWY RAMPS)- 4' 3. CONVENTIONAL ROAD-A STREET OR HIGH OTHER THAN A FREE OR EXPRESS. 4. EXPRESS-A DIVIDED HIGH WITH PARTIAL CONTROL OF ACCESS. 5. FREE-A DIVIDED HIGH WITH FULL CONTROL OF ACCESS. ONE ONE R6-1(L) R6-1(R) a STOP R1-1 EXIT RAMP R1-1 STOP a R6-1(R) R6-1(L) TYPICAL LOCATION OF & a ON EXIT RAMPS. THESE S SHOULD BE TURNED APPROXIMATELY 20 DEGREES FROM THE CROSSROAD TO FACE THE PATHS OF POSSIBLE VEHICLE MOVEMENTS. PLACEMENT OF S AT EXIT RAMP TERMINALS FREE 17' EXIT 44 E5-1a (Existing) ONE ONE EDGE OF PAVED (S) RAMP VAR' a (36" X 24") 6 Sft Sign, Type IIIA 28 Ft 2-Post, Steel, 3 lb ERECT AT 7' BOTTOM HEIGHT 2- Reflective Panel for Permanent Sign Support, 6 Foot PLACEMENT OF EXIT GORE & S AT EXIT RAMP -120-E 7 OF 9-120-E 8 OF 9 NOTE: THE ORIGINAL ED COPY IS KEPT ON FILE AT THE. NOTE: THE ORIGINAL ED COPY IS KEPT ON FILE AT THE. DATE DATE
EXIT 44 E5-1a a a (36" X 24") 6 Sft Sign, Type IIIA 28 Ft 2-Post, Steel, 3 lb ERECT AT 7' BOTTOM HEIGHT 2- Reflective Panel for Permanent Sign Support, 6 Foot a a a PLACEMENT OF EXIT GORE & S AT EXIT RAMP GENERAL NOTES: 1. LATERAL OFFSET CLEARANCE OF ALL S SHALL BE AS INDICATED UNLESS OTHERWISE SHOWN ON CONTRACT PLAN S OR IN THE PROPOSAL. 2. THE TERM "" AS USED ON THIS PLAN MEANS A SINGLE PANEL OR GROUP OF PANELS COMBINED TO FORM ONE INSTALLATION. 3. BOTTOM HEIGHT (BH) SHALL BE AS INDICATED ON 7 UNLESS OTHERWISE SHOWN ON THE ELEVATION PLAN OR IN THE PROPOSAL. BOTTOM HEIGHT IS THE DIFFERENCE IN ELEVATION OF THE NEAREST EDGE OF THE TRAVELED LANE AND BOTTOM OF THE. 4. LOCATIONS SHALL BE AS SHOWN UNLESS OTHERWISE SPECIFIED ON CONTRACT PLAN S OR IN THE PROPOSAL. 5. WHEN S ARE TO BE INSTALLED BEHIND CONCRETE BARRIER OR GUARDRAIL, THE NEAR EDGE OF SHOULD BE SET BACK A MINIMUM OF MEASURED FROM THE BACK OF BARRIER OR GUARDRAIL POSTS. BREAK POSTS ARE NOT REQUIRED AT THESE LOCATIONS. 6. FOR PLACEMENT OF STOP S AT CROSSROADS SEE MMUTCD. 7. AND SUPPORTS FOR FREE RAMPS SHALL HAVE RED REFLECTIVE STRIP(S) INSTALLED ON THE SUPPORTS. (SPECIAL DETAIL) 02/13/17-120-E 9 OF 9 NOTE: THE ORIGINAL ED COPY IS KEPT ON FILE AT THE. DATE DATE