Transcription of CONCRETE BARRIER TYPE 60M A76A - dot.ca.gov
1 POST MILES SHEET TOTAL. Dist COUNTY ROUTE. TOTAL PROJECT No. SHEETS. Conc BARRIER . 5 ". 6 " 6 ". FESSIO. RO N. REGISTERED CIVIL ENGINEER P A. L. D. E. R. E. BARRIER MARKER " CHAMFER OR. N. E. G. R E G IS T. Randell D. Hiatt IN E E R. (CEMENTED TO BARRIER ). " R (TYPICAL) May 31, 2018. No. C50200. 3". PLANS APPROVAL DATE. THE STATE OF CALIFORNIA OR ITS OFFICERS. CIVIL. OR AGENTS SHALL NOT BE RESPONSIBLE FOR. S. T. #5 Cont Tot 10, A. T IA. THE ACCURACY OR COMPLETENESS OF SCANNED E N. OF FOR. CALI. EVENLY SPACED COPIES OF THIS PLAN SHEET. 42". CONCRETE . BARRIER . IN MEDIAN. 7". 5". Typ BRIDGE DECK. Pvmt OR WELL. COMPACTED BASE. 5". ROADBED SURFACES. 1'-8". Max OFFSET 1 ". SEE NOTE 4 24". #5 DOWELS @ 24 0% SLOPE. 2018 S T A N D A R D. 12". CONCRETE BARRIER TYPE 60M DELINEATION CONCRETE BARRIER TYPE 60MA CONCRETE BARRIER TYPE 60M. See Note 5 Details similar to Type 60M except as noted.
2 NOTES: Conc BARRIER . 1. See Standard Plan A76B for details of CONCRETE BARRIER Type 60M. 5 " 5 " end anchors, connection to structures and transitions to CONCRETE BARRIER Type 50 and CONCRETE BARRIER Type 60MS. 2. See Standard Plan A76C for CONCRETE BARRIER Type 60M transitions at bridge column and sign pedestals. 42. 3. Where glare screen is required on CONCRETE BARRIER Type 60M, use CONCRETE BARRIER Type 60MG. 4. Where roadbed offset is greater than 1 ", see CONCRETE BARRIER Type 60MC. PLA N. 4 5. See Project Plans for BARRIER delineation locations. 6. Reinforcing stirrup not required for roadbed offsets less than 1'-0". 25. 42". 3" 6 " 7. For roadbed surfaces offset greater than 1 " and less than or equal to 3", 3". no reinforcement required. For roadbed surfaces offset greater than 3" and less than OPTIONAL or equal to 8", use two #4 Reinf at 3" above the lower roadbed surface.
3 1'-6". A 76A. Const Jt For roadbed surfaces offset greater than 8" and less than or equal to 12", use two #4 Reinf at 3" above the lower roadbed surface and two #4 Reinf at 8" above the lower roadbed surface. For roadbed surfaces offset greater VARIES. than 12" and less than or equal to 36", use two #4 Reinf at 3" above the lower #5 Cont Tot 5. EVENLY SPACED roadbed surface and two #4 Reinf at every 8" increment vertical spacing 8". above the first two #4 Reinf. 42". UPPER #4 BAR. 8". 1 " Min 36" Max ROADBED SEE NOTE 7 #4 @ 12. STRUCTURAL. 8". SECTION. EXISTING WALL. 3". OR Abut 8". #4 @ 12. SEE NOTE 6. 3". 12" VARIES Pvmt OR WELL COMPACTED BASE. Pvmt OR WELL. COMPACTED BASE SLOPE AWAY FROM CONCRETE BARRIER . 0% SLOPE. WHEN Pvmt DOES NOT EXTEND TO. OFFSET ROADBED SURFACES EXISTING WALL. CONCRETE BARRIER TYPE 60MC CONCRETE BARRIER TYPE 60MD. Details similar to Type 60M except as noted.
4 STATE OF CALIFORNIA. Use CONCRETE BARRIER end anchor when necessary. DEPARTMENT OF TRANSPORTATION. 36" roadbed surfaces offset shown. CONCRETE BARRIER TYPE 60M. NO SCALE. A76A. 1-29-18.
