OKLAHOMA DEPARTMENT OF TRANSPORTATION STANDARD REVISIONS ! DESCRIPTION DATE 10'-0'' 14'-0'' TO ! RAILROAD VAR. HEIGHT CURB OMIT CURB 1/2 R.R. EXCEPT. NO. 4 BARS @12'' C/C NO. 4 BARS @6'' C/C . 15' R. 15' R. 15' R 15' R. STRAIGHT @3'-10'' LONG '' R 2 (MIN.) (MIN.) (MIN.) (MIN.) L 3 C NO. 4 BARS @12'' C/C ) ) . 4'' CHAMFER . ) . ) . 5' R DETAIL OF CURBS . R.R. R IN CURB/SIDEWALK R N R N BENT @7'-0'' LONG R N ' I N I ' ' I I ' (MIN.) ADJACENT TO RAILROAD CROSSINGS APPLICATIONS SEALANT M ! M 15 M ( 15 M 15 ( ( 15 ( 2'' CLEAR AND EXPANSION MATERIAL T NOT REQUIRED BETWEEN 3'' CLR. STRAIGHT SECTIONS OF 2'-0'' CURB/SIDEWALK COMBINATIONS 2'' WIDTH AS WIDTH AS WIDTH AS WHEN OPPOSING EDGE OF CLR. '' SHOWN ON SHOWN ON SHOWN ON SIDEWALK IS UNCONSTRAINED 12 3/4" LONGIT. ISOLATION JOINT CONC. DIVIDING STRIP PLANS (36' MAX.) PLANS (24' MAX.) PLANS (24' MAX.) SEALED AS SHOWN ON VARIABLE (SEE PLANS) NOTE: THICKNESS "T" TO MATCH 45 TYPE 2 DRIVEWAY TYPE 2A DRIVEWAYS PAVEMENT THICKNESS ROADWAY STANDARD LECS-5. DEPTH = 4'' or 6'' R 1'-0'' 1'-0'' A ' ( TWO -WAY OPERATION ) ( ONE -WAY OPERATION ) ' CURB 3 LE P. C. RAILROAD APPROACH SLAB WITH C THIS AREA TO BE 10'-0" MIN., 30'-0" MAX. BACKFILLED AS SHOWN WIDTH AS SHOWN THICKENED EDGE AT RAILROAD CROSSING ON PLANS. (SEE NOTE ON PLANS ON TYPICAL SECTION.) CONSTRUCT DRIVEWAY TO CL C HERE UNLESS OTHERWISE 5'-0'' 4'-0" FOR SV=VARIABLE CONCRETE DIVIDING STRIP SYM. CL 10' R NOTED ON PLANS ROLL CURB SIDEWALK SV=±8%(MAX.) TRANSVERSE EXPANSION JOINTS TO BE 1/2'' WIDE. EXPANSION JOINT FILLER SYM. CROSSINGS OPE L S=5% (NORM.) S D = 8 % (MAX.) A BLE S 1 VARI C AT 50'-0" C/C, AND 1/4" EXPANSION JOINT MATERIAL AT 1/3 POINTS BETWEEN 0' ±2% MAX. SV R S=8% (MAX.) SD VA RI 15' RADIUS EXPANSION JOINTS. FILLER MATERIAL TO BE PREMOLDED AND JOINTS TO ABLE SL OPE S IN.) '' (M OR AS SHOWN BE SEALED AS SHOWN ON STANDARD DRAWING LECS-5. JOINTS IN DIVIDING 6'' '' 6 4 ''(M 8.66' IN ON PLANS 0 .) - ! STRIP SHOULD ALIGN WITH CURB EXPANSION JOINTS. ' - R ' 9 ' 8 NON-TIED BUTT JOINT R 0 ' ' DRIVEWAY 24'' ' 5 1 .) 0 IN - M (MIN.) ' ( 2'-6'' ' 5 DIRECTION OF TRAFFIC ' ' SECTION C-C ' S 0 RADIUS( R ) = U 4 3 I T - S ' SHOULDER WIDTH ALONG ! DRIVE AD N THESE AREAS TO BE INCLUDED IN COST PER U I R I 14 ' MINUS CURB OFFSET O LINEAR FOOT OF INTEGRAL CURB D 20 J A . R ' TT R R U END ROLL 15 6.614' 3.39' VAR. VAR. 3.00' 3.46' B INTEGRAL CURB OFFSET VA R VA FOR STREET RETURN DETAILS 5:1 CURB. D AS SHOWN ON PLANS SEE ROADWAY STD. ASCD-6. E C 5' R. I T - 24'' ! 24'' TYPE I DRIVEWAYS 5' 10' 6'' MOUNTABLE OR 5' ' 4" MOUNTABLE CURB ' . DRIVEWAY (MIN.) (MIN.) 0 LENGTH DETERMINED 6'' BARRIER CURB NON (PRIVATE OR RESIDENTIAL) - R ' 12'' ' ' 5 3 ' BY (SHOULDER WIDTH 5 VAR. 6'' HIGH 4'' EXPANSION JOINT NO LOAD TRANSFER DEVICES VARIES 4'' MOUNTABLE MINUS CURB OFFSET) 30 TO 6" MOUNTABLE OR TO 0'' PAID FOR AS CONCRETE DRIVEWAY (INCLUDES CURB) 12'' MULTIPLIED BY FIVE. 6" BARRIER CURB BEGIN ROLL CURB & TERMINATE INTEGRAL CURB. POUR APRON & CURB INTEGRAL WITH DRIVEWAY IF SPECIFIED IN THE PLANS, CONSTRUCT CONDUIT CROSSING OF THE SAME SIZE AND TYPE SPECIFIED CURB BEGINNING CURB ENDING AT APPROXIMATELY 30'' BELOW FINISHED GRADE OF RAMP. SEE GENERAL NOTES FOR DETAILS. GENERAL NOTES 5'-0'' VARIABLE VARIABLE 2.6' 9.0' 1. ALL CONSTRUCTION AND MATERIAL REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE C RB U 2019 ODOT STANDARD SPECIFICATIONS. C N I 2. ALL COST OF CLASS A CONCRETE & REINFORCING STEEL IN THICKENED EDGE AT RAILROAD 3 '' EXPANSION JOINT NO LOAD TRANSFER DEVICES TYPE 2 & 2A COMMERCIAL DRIVEWAYS 4 R CROSSINGS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR APPROACH SLAB-RAILROAD. 30'' LONG NO. 5 PAID FOR AS CONCRETE DRIVEWAY (INCLUDES CURB) A G B PREMOLDED EXPANSION FILLER. NOTE:WHEN SIDEWALK IS BUILT DIRECTLY BEHIND THE CURB, L 3. COST OF JOINT FILLERS, SEALING AND REINFORCING STEEL SHALL BE INCLUDED IN PRICE REINF. BARS BENT REINF. BARS D TO EXTEND TO WITHIN 2'' OF FACE BEGIN ROLL CURB & TERMINATE INTEGRAL CURB. THE CONCRETE DRIVEWAY SHOULD BE CONSTRUCTED '' 90° AND PLACED STRAIGHTENED POUR APRON & CURB INTEGRAL WITH DRIVEWAY E BID FOR OTHER ITEMS OF WORK. 18 & TOP OF CURB AND SEALED AS M AND EXTENDED TO THE BACK EDGE OF SIDEWALK. - R PRIOR TO PAVING AFTER PAVING SHOWN ON ROADWAY STANDARD IF SPECIFIED IN THE PLANS, CONSTRUCT CONDUIT 4. CONTRACTION JOINTS IN JOINTED P.C. PAVEMENT SHALL BE AT APPROXIMATELY 15'-0'' 4 O LECS-5. CROSSING OF THE SAME SIZE & TYPE SPECIFIED F CENTERS, UNLESS OTHERWISE SHOWN ON THE PLANS. NO. 4 DEFORMED TIE BAR 8'' LONG, E AT APPROXIMATELY 30'' BELOW FINISHED GRADE NO D SPACED @18'' C/C ( 10'' C/C AT 5. CURB & GUTTER SHALL BE PLACED INTEGRAL WITH THE PAVING SLAB UNLESS OTHERWISE 90º 90º OF RAMP. SEE GENERAL NOTES FOR DETAILS. SAWED JOINT LINE DRIVEWAYS ) COST TO BE INCLUDED SHOWN IN THE PLANS. TRANSVERSE JOINTS SHALL MATCH PAVEMENT JOINTS AND PLACED OR TOP EXPANSION IN OTHER ITEMS OF WORK. AT DRAINAGE STRUCTURES. LONGITUDINAL JOINTS SHALL BE TIED WITH #5 DEFORMED TIE JOINT MATERIAL. BARS 2'-6" LONG AT 3'-0" CTRS. SEE TIED BUTT AND LONGITUDINAL CONSTRUCTION JOINT APPROX. 2'' 1'-3'' 1'-3'' DETAIL ON ROADWAY STANDARD LECS-5. 1 TYPE OF CURB APPROX. 2" '' CURB JOINT WITH EXPANSION MATERIAL 6. ALL CONDUIT CROSSINGS ARE TO BE TRENCHED, PLACED, BACKFILLED, AND COMPACTED 0 AS SPECIFIED. CURB HEIGHT - ' PRIOR TO SURFACING. BORING OR PUSHING PROCEDURES MAY BE USED WHERE SURFACING 3 THIS SECTION ON NG END OF DAYS RUN OR I I ONLY POURED IS ALREADY IN PLACE AND IF APPROVED BY THE ENGINEER. T WORK STOPPAGE C SEE ROADWAY STANDARD LECS-5 9" AV 1" DOWEL FOR 6" TO 8" PAVING BEHIND CURB 7. IF CONDUIT IS NOT CONTINUOUS BETWEEN DRIVEWAYS/RAMPS, CAP BOTH ENDS OF EACH E P FOR JOINT SEALER 1 1 AT TIE-IN TO R SLOTTED ONE PIECE ±½" 1 " DOWEL FOR 8 " TO 10" PAVING CONDUIT CROSSING AND PLACE MARKER TO PREVENT DAMAGE DURING CONSTRUCTION. I F 90º 90º 4 2 D 12'' O OR SPLIT HEADER 1 1 APPROX. 4'' DRIVEWAYS 12" DOWEL FOR 102" & THICKER PAVING 8. CONDUIT SHALL NOT TERMINATE BELOW A SURFACED AREA, BUT SHALL EXTEND MINIMUM 2 DOWELS SPACED AT 12'' CTRS. OF 24'' PAST EDGE OF PAVING. EDGE OF / OPTIONAL CURB CONSTRUCTION SAW LINE T PAVING 9. FOR PULL BOX INSTALLATION DETAILS, SEE TRAFFIC STANDARD PBD1-1. T FOR SLIP FORM PAVING NOTE: SMOOTH DOWELS TO BE PLACED SECTION B-B BASIS OF PAYMENT BEFORE FINAL STRIKEOFF AND VIBRATION ALTERNATE CURB JOINT 18" OF CONCRETE. SAW & SEAL AS SHOWN ITEM NO. ITEM UNIT NO. 5 DEF. TIE BAR SPACED @ 3'-0'' C/C MAY BE ON ROADWAY STANDARD LECS-5. PRE-BENT 90º AND PLACED INTO EDGE OF SLAB AND 414 (G) P.C. CONCRETE FOR PAVEMENT CY POSITIONED BEFORE OR DURING SLIP FORM OPERATIONS 414 (H ) P. C. RAILROAD APPROACH SLABS SY AND THEN STRAIGHTENED BEFORE PAVING THE ADJACENT TRANSVERSE CONSTRUCTION JOINT PARALLEL LANE. STRAIGHT BARS MAY ALSO BE PLACED 609 (A ) CONCRETE CURB ( INTEGRAL ) LF THROUGH DRILLED HOLES IN FORMS PRIOR TO PAVING. ( TO BE USED AT END OF DAYS PLACEMENT OF CONCRETE 1 610 (A ) CONCRETE SIDEWALK SY OR ANY STOPPAGE OF 30 MINUTES OR MORE. ) SAW JOINTS 12'' 1'-3'' R 610 (B ) CONCRETE DRIVEWAY SY E DEEP & SPACED @6' C/C. E N R R NO SEALANT REQUIRED E R 610 (C ) CONCRETE DIVIDING STRIP SY R '' E 8'' E DG 8'' N E 8 8'' E O 8'' E E HEADER N R 1'' N C R R DG R DG PLAN DETAIL OF CONCRETE SIDEWALK O DG FORM E HEIGHT & TYPE OF CURB SHALL BE SPECIFIED. O 1'' O 2'' E B B E O C '' C 2'' THICKNESS SHALL BE SPECIFIED IN INCHES. C 6 1'' R APPROVED BY '' 1'' R 2'' R 1'' R '' 6 2'' R 2'' R '' 4 1'' R ROADWAY ENGINEER: DATE:5/27/20 8 R ROADWAY DESIGN DIVISION STANDARD O LIMIT OF P.C. LIMIT OF P.C. LIMIT OF P.C. LIMIT OF P.C. T '' T T T RADIUS OF 2'' MAY BE USED IF APPROVED BY THE ENGINEER. PAVEMENT 6 PAVEMENT PAVEMENT PAVEMENT SECTION BATTER OF 2'' MAY BE USED IF APPROVED BY THE ENGINEER. CONCRETE SURFACING TIED LONGITUDINAL BUTT JOINT DIMENSION EQUALS THICKNESS OF ASPHALT CONCRETE 6'' & 8'' BARRIER 6'' MOUNTABLE 4'' MOUNTABLE NOTCHED 6'' & 8'' BARRIER SHOWN ON TYPICAL SECTION ASPHALT CONCRETE CONSTRUCTION DETAILS ( TO BE USED BETWEEN ADJACENT PAVING LANES ) THICKNESS ( 2'' MIN. ; 4'' MAX. ) LIMITS OF INTEGRAL CURB NOTE:LONGITUDINAL BUTT JOINT TIE BAR STEEL AND PLACEMENT METHOD NOT 2019 SPECIFICATIONS COVERED ON THIS STANDARD SHALL BE APPROVED BY THE ENGINEER. INTEGRAL CURB TYPICAL SECTIONS CSCD-6 0 R-12.