Transcription of REGISTERED CIVIL ENGINEER - Caltrans
1 POST MILES SHEET TOTAL. Dist COUNTY ROUTE. TOTAL PROJECT No. SHEETS. SS I. R. OF E. ON. REGISTERED CIVIL ENGINEER P A. L. D. E. E. R. N. E. G. RE G IST. IN. Tillat Satter May 20, 2011. E. 294. TUBULAR HAND RAILING. TS 3 x 2 x POST. TS 2 x 2 x POST. TS 2 x 2 x POST. 1'-2". 5'-0" (EXCEPT AS NOTED). Conc BARRIER. TYPE 26. TYPE H CURB SHOWN. (TO BE USED UNLESS. OTHERWISE SHOWN ON PLANS). TYPICAL SECTION. G. 9". 5". 2-#4 x 1'-0". 1". RAIL CAP. 6". 4". POST ANCHORAGE DETAILS. " . 5". 1". TS 3" x 2" x " similar Min 1'-4". 2'-3". POST POCKET=. PARAPET=. TUBE POST. MORTAR. 8". #4. 8". 4'-4" Min Min 2-#4 x 2'-6". 4" x 5" x 9". or 5" ` x 9". POST POCKET.
2 8". 8". 8". ". 1'-4". TOTAL 2. Max LENGTH FOR PAYMENT. FOR TUBULAR HAND RAILING. 3'-3". " ` BOLT. BC. R=4'-0". END POST. 1". 6". 3". 5'-0" Min - 10'-0" Max 8". Min " OR MATCH DECK JOINT. " x 4" SLOTTED HOLE. VIEW H-H. TACK WELD " NUT INSIDE. OF SLEEVE FOR " Hex BOLT WITH LOCK WASHER. 2" 4". TUBE SPLICE DETAILS. SLEEVE. TS 3 x 2 x SLEEVE. 8" Min similar SLEEVE. EDGE OF SLOTTED HOLE. VIEW G-G. 5". Typ OMIT CHAMFER AT ELECTROLIER. H. H. 1'-0". G. SECTION. SLEEVE FORMED OF " . BENT THUS. " ` HOLES NEAR AND. FAR SIDE. NOTES: ELECTROLIER. 1'-0". ELECTROLIER. G. RAIL CAPS. ROADWAY. FACE. , FOR SLIDING. FIT INSIDE OF RAIL TUBE. " Nut tack welded to sleeve may be replaced by drilled and tapped hole in sleeve.
3 1". SECTION A-A. 5'-0" Min - 10'-0" Max SEE "TUBE SPLICE DETAILS". ELECTROLIER ANCHOR BOLTS. ELEVATION. 1". TUBE-WELDED SPLICE. TS 3 x 2 x RAIL TUBE. TS 2 x 2 x RAIL TUBE. POST, VERTICAL. TS 2 x 2 x RAIL CONNECTION DETAILS. 1'-6". DECK OR WALL JOINT. G. G. 60^. G. 9". Min " ` VENT. 3'-0" Min - 8'-0" Max WHEN ADJACENT TO DECK. OR WALL JOINT. ELEVATION. A. A. 3. 4. 5. PLANS. 1". Clr less than 950'. APPROVAL. RAIL CAP. CHAIN LINK RAILING TYPE 7. NOTES: 1. 2. DATE. THE STATE OF CALIFORNIA OR ITS OFFICERS. OR AGENTS SHALL NOT BE RESPONSIBLE FOR. THE ACCURACY OR COMPLETENESS OF SCANNED. COPIES OF THIS PLAN SHEET. 2'-0". LENGTH FOR PAYMENT OF. CHAIN LINK RAILING TYPE 7.
4 (IF REQUIRED). SEE "CHAIN LINK RAILING. TYPE 7" SHEET FOR DETAILS. Post shall be normal to railing. Rail tubes shall be shop bent or fabricated to fit horizontal curve when radius is Tube splices shall be located in the tubes spanning deck or wall joints. Increase joint width in tubes to match expansion joint width and increase sleeve length correspondingly. Top rail tube shall be continuous over not less than two posts except a short post spacing is permitted near deck or wall joints, electroliers, or other rail discontinuities as noted. For details and reinforcement not shown see Standard Plan B11-54. STATE OF CALIFORNIA. DEPARTMENT OF TRANSPORTATION.
5 TUBULAR HAND. RAILING. NO SCALE. S. No. T. Exp. A. T. B11-51. E. OF. C42892. 3-31-12. CIVIL . AL I FO. R. N. I. A. R. 2010 STANDARD PLAN B11-51. 6-10-09. C.
