Midwestern Engineers, Inc. Plan Preview

� 0 0 " � 0 z u 0 oc �' u oc <' 0 " �r ; 9 �u ('\ � 1E oOC -" Cl ........_,...,..,1 � c:f g o � >::!� '-'o c� � :::::i-� = o •• 2 [ii = � 8t:i -,: <-" C ii� ;al wO 1'. zU -Z �- "o' �< �� '-' N Cc -;:, ro <c 1 \1 61 '"°' w SIGN WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY REFER TO ACCESSIBILITY SIGN DETAIL THIS SHEET t6 -�------------� 1'-0" MIN. 2'-0" MAX. z :e L r MAX 2.Sx r LINE WIDTH WHITE THERMOPLASTIC LINES CROSSWALK MARKING DETAIL I >-­a. . w oo N� 148 MAX NO PARKING 108" 108" VAN ACCESSIBLE ACCESSIBILITY PARKING NOTTO SCALE 165#/SYD HMA SURFACE, TYPE A 275#/SYD HMA INTERMEDIATE, TYPE A 6" COMPACTED AGGREGATE BASE, NO. 5 3 COMPACTED SUBGRADE INSTALL GLASPAVE 50 PAVING MAT AT 0.15 GAL/YD 2 ALONG WITH A HOT APPLIED TACKCOAT REFER TO MANUFACTURER'S SPECIFICATIONS. NOTTO SCALE 3 " � 1_:_1 • N I m • effi•• /l!is!l I 1 � � 4" SECTION ISOMETRIC VIEW WHEEL STOP NOTTO SCALE EXISTING PAVEMENT NEW PAVEMENT SAW CUT AND TACKCOAT EXISTING SURFACE EXISTING BINDER REMOVE EXISTING PAVEMENT AND AGGREGATE TO DASHED LINE PAVEMENT SEAM I-----+ ,. ASPHALT PAVEMENT - DRIVE & PARKING LOT ASPHALT PAVEMENT NOT TO SCALE 4" DIA. STEEL PIPE ----,..._ POWDER COATED PER OWNERS SELECTION 18" DIA. CONCRETE 6" STONE FILL • FRONT RIGHT ECEIVER LID PAD LOCKTYP 4" DIA. STEEL PIPE --+-.. POWDER COATED PER OWNERS SELECTION 12" DIA. CONCRETE NOTE: PIPE BOLLARD SPACING IS 5 FT ON CENTER (TYPICAL) NOT TO SCALE 6" STONE FILL REMOVABLE PIPE BOLLARD DETAIL PIPE BOLLARD DETAIL NOTTO SCALE NOTTO SCALE -I NEW ASPHALT SURFACE NEW ASPHALT BINDER NEW COMPACTED AGGREGATE BASE COMPACTED SUBGRADE TRANSITION Sidewalk Driveway Crossing as Required Sidewalk Expansion Joint Sidewalk Expansion Jolnt A 48 It between Sidewalk Expansion JointsG) Curb Type as Specified on Plans 6" 6 ft between contraction Joints A Utility Pole or Other Protruding Object SIDEWALK PLAN 4 in Sidewalk Width 6 ft Min. aear Width 4 ft Min. Cross Slope 2.00% Max. SECTION A-A Pavement Reinforcement Cross-hatched portion is integral concrete curb. #4 Stirrup Bars at 2'-0" c. to c. f-- INTEGRAL CURB DETAIL NOT TO SCALE Utility Pole or Other Protruding Object NOTES: 1. All slopes are absolute rather than relative to the s!dewalk or roadway grade. Slopes at least 0.50% less than the maximum are preferred. 2. The grade of the sidewalk Is measured In the direction of pedestrian travel. The grade of the sidewalk shall not exceed the grade of the adjacent roadway. The cross slope is measured perpendicular to the direction of pedestrian travel. The cross slope of the sidewalk sha!I not exceed 2.00%. G) Where there fS no buffer between the sidewalk and curb, the preferred minimum sidewalk width ls 6 ft. <3) A 4·1t minimum clear Width Shall be provided adjacent to street furniture, mailOOx, utility pole, or other protruding object. Where the sidewalk clear width iS less than 5 It, a passing space shall be provided at 200 ft Intervals. see Standard Drawing E 604-SOWK·Ol for sidewalk passing space details. @ See Standard Drawing E 604-CCSJ·Ol for sidewalk e)(pansion joint details. @ See Standard Drawing E 604-SDWK-03 for sidewalk drivewaycrossing configurations. INDIANA DEPARTMENT OF TRANSPORTATION SIDEWALK DETAILS SIDEWALK ADJACENT TO CURB SEPTEMBER 2016 STANDARD DRAWING NO. E 604-SDWK-02 /s/1Efi za6etli. 'I'� <Pfiiffr ps DES!GN STANDARDS ENGJNEER OilE� ENGINEER 03/16/16 OATO 03/18/16 DATO TYPICAL DETAILS I • u ;:: REVISIONS BID SET 0 2023 Midwestern Engineers. Inc 802 West Broadway Street P.O. Box 295 Loogootee. Indiana 47553 DATE NOV. 2023 DESIGN CWR /_ BDH DRAWN MKW /_ DRK Q.C. CHECK PROJECT NUMBER 2022024-05 26 26 OF 48 FlLE NUMBER 53563 I Do Not Use Plan Previews for Take Off