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HomeMy WebLinkAbout6234-7RETAINING WALL 00000 H=4' H=6' H=8' H=10' H=12' H=14' H=16' (36")(36") (72")(72")(72")(72") (132")(132") C BARS b BARS "a" BARS NUMBER ABOVE "C" BARS INDICATES DISTANCE FROM TOP OF FOOTING TO UPER END OF "C" BARS TYP. NUMBER ABOVE "b" BARS INDICATES DISTANCE TO TOP OF"b" BARS FROM TOP OF FOOTING TYP. LAP SPLICE TYP. WALL DIMENSION AND REINFORCING DESIGN H, MAX. W2 (In) "a" rebars"#" @ in 4' 42 34 8 6'8' 54 #5 @ 16" O.C. 84 batter V:H 10' 63 42 42 60 12 21 24 96:5 12'14'16' 108 126 156 78 90 120 96:5 96:5 96:5 C (In) B (In) "b" rebars"#" @ in "c" rebars"#" @ in "d" rebars"#" @ in "e" rebars"#" @ in - - - #5 @ 16" O.C. - #5 @ 16" O.C. - - ---#5 @ 16"O.C.#5 @ 12" O.C. #5 @ 16"O.C.#7 @ 16"O.C. #7 @ 8"O.C. #6 @ 8"O.C. #7 @ 8"O.C. #7 @ 12" O.C. #7 @ 6" O.C. #6 @ 8" O.C. #8 @ 7" O.C. #5 @ 16" O.C. #5 @ 16" O.C. #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12"O.C. #5 @ 12"O.C. #5 @ 12"O.C. #5 @ 12"O.C. #5 @ 8"O.C. #5 @ 10"O.C. #6 @ 10"O.C. #6 @ 16"O.C. #6 @ 8"O.C. #6 @ 10"O.C. #7 @ 10"O.C. 30 36 36 1' - 0 " M A X . 8" MIN. "F " 7 6 a b c 2 8 #5 @ 16" O.C. 2-#5 HORIZ. 5 3' - 6 " MA X . BATTER BACK FACE DE S I G N H E I G H T , " H " . 1.TAPERED CONCRETE RETRAINING WALL (F'c = 4,000 PSI MIN.). 2.WATER PROOFING MEMBRANE TO BE APPROVED BY GEOTECHNICAL ENGINEER 4.STRUCTURAL FILL (SELECT FILL), SEE GEOTECHNICAL REPORT FOR REQUIREMENTS 6.CABLE FENCE & CONNECTION TO WALL WHERE OCCUR BY OTHER. SEE DETAILS 7.FINISH GRADE, SLOPE AWAY FROM WALL WHERE POSSIBLE 4 3" C L R . 2" C L R . "W2" 2" CLR 2" CLR 5.CLEAN & ROUGHEN TO 1/4" AMPLITUDE. (SELECT BACKFILL ONLY) 8.FREE- DRAINING BACKFILL WRAPPED IN GEOTECHNICAL APPROVED FILTER FABRIC. 1 3 3.MIN. 8" CEMENT CONCRETE SLAB BY OTHER. d e "C""B" F (In)24181812 9.SUBGRADE PREPARATION BY SOILS ENGINEER. 9 #5 @ 16" O.C. VERT. INNER FACE HORIZ. E/F. PER SOILS REPORT. 10.CONCRETE FOOTING (F'c = 4,000 PSI MIN.). 10 11 11.VERT. BENT BAR W/STD. HOOK INTO FOOTING. NOTE: WATERPROOFING IF NEEDED TO BE BY OTHERS. ATTACHED ON RW-3 FOR REFERENCE. 12" MIN. a b c #5 @ 16" O.C. 2-#5 HORIZ. 4 2 #8 @ 7" O.C. T & B, E.W. DE S I G N H E I G H T , 1 5 ' - 0 " M A X . 1. 2.CLEAN & ROUGHEN TO 1/4" AMPLITUDE. 3. MAX. 24"Ø ORIFICE FOR THE (3) EACH "HYDRO-GATE". 3" C L R . 2" C L R . 2" CLR 2" CLR BATTER BACK FACE V:H = 96:5 TAPERED CONCRETE RETRAINING WALL (F'c = 4,000 PSI MIN.). 1 4. MIN. 8" CEMENT CONCRETE SLAB PER CIVIL WALL REINFORCING "a" rebars"#" @ in #6 @ 12"O.C. "b" rebars"#" @ in "c" rebars"#" @ in #8 @ 12"O.C.#8 @ 5"O.C. RETAINING WALL #5 @ 16" O.C. 1' - 0 " M A X . 12" MIN. 7 6 a b c 8 #5 @ 16" O.C. 2-#5 HORIZ. 2 3' - 6 " MA X . BATTER BACK FACE DE S I G N H E I G H T , 2 0 ' - 0 " M A X . 5 3" C L R . 2" C L R . 12'-0" (VERIFY WITH CIVIL PLAN) 2" CLR 2" CLR 1 24 " V:H = 96:5 1' - 0 " M A X . 12" MIN. 7 6 a b c 8 #5 @ 16" O.C. 2-#5 HORIZ. 2 3' - 6 " MA X . BATTER BACK FACE DE S I G N H E I G H T , 1 8 ' - 0 " M A X . 5 2" C L R . 2" CLR 2" CLR 1 24 " V:H = 96:5 RETAINING WALL MIN. 4'-0"MIN. 4'-0" 3 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 5.STRUCTURAL FILL (SELECT FILL), SEE GEOTECHNICAL REPORT FOR REQUIREMENTS (SELECT BACKFILL ONLY) AND REFER TO DETAIL IN SHEET 2 FOR MORE INFO. 6.CABLE FENCE & CONNECTION TO WHERE OCCUR BY OTHER. SEE DETAILS 7.FINISH GRADE, SLOPE AWAY FROM WALL WHERE POSSIBLE 8.FREE- DRAINING BACKFILL WRAPPED IN GEOTECHNICAL APPROVED FILTER FABRIC 1. 2.CLEAN & ROUGHEN TO 1/4" AMPLITUDE. 3. TAPERED CONCRETE RETRAINING WALL (F'c = 4,000 psi). 4. 5.STRUCTURAL FILL (SELECT FILL), SEE GEOTECHNICAL REPORT FOR REQUIREMENTS (SELECT BACKFILL ONLY) 6.CABLE FENCE & CONNECTION TO WHERE OCCUR BY OTHER. SEE DETAILS 7.FINISH GRADE, SLOPE AWAY FROM WALL WHERE POSSIBLE 8.FREE- DRAINING BACKFILL WRAPPED IN GEOTECHNICAL APPROVED FILTER FABRIC. CONCRETE FOOTING #8 @ 7" O.C. T & B, E.W. 3" C L R . WALL REINFORCING "a" rebars"#" @ in #6 @ 12"O.C. "b" rebars"#" @ in "c" rebars"#" @ in #8 @ 12"O.C.#8 @ 6"O.C. MAX. 9'-0"Ø ORIFICE OPENING SEE DETAIL 4/- 4 MIN. 3'-0" 9.SUBGRADE PREPARATION BY SOILS ENGINEER. 9 9.SUBGRADE PREPARATION BY SOILS ENGINEER. 9 #5 @ 16" O.C. #5 @ 16" O.C. 10 10.CONCRETE FOOTING (F'c = 4,000 PSI MIN). PER SOILS REPORT. HORIZ. E/F. VERT. INNER FACE HORIZ. E/F. VERT. INNER FACE HORIZ. E/F. VERT. INNER FACE 10.CONCRETE FOOTING (F'c = 4,000 PSI MIN). PER SOILS REPORT. 10 11 11.VERT. BENT BAR W/STD. HOOK INTO FOOTING. 11 11.VERT. BENT BAR W/STD. HOOK INTO FOOTING. 11 NOTE: WATERPROOFING IF NEEDED TO BE BY OTHERS. NOTE: WATERPROOFING IF NEEDED TO BE BY OTHERS. 21 3/8" MIN. 23 1/4" MIN. 24 1/2" MIN. W/DOWEL INTO WALL @ 24" O.C. MAX. AS SHOWN. SEE DETAIL 4/- FOR REINFORCEMENT. ATTACHED ON RW-3 FOR REFERENCE. ATTACHED ON RW-3 FOR REFERENCE. © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECT OF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP 1" CLR MIN. (TO SEE SCHED.SEE NOTE 3 AT FOUNDATION) DIAG. REINF., SEE SCHED. (OMIT DIAG. END OF HKS ONLY) STD HK ROTATE TO DOUBLE CURTAIN PROVIDE MIN CLR ALL SIDES TRIM REINF.24" MIN. "L" OPEN A PROVIDE STD. HK AT END OF WALL OR EDGE OF OPNG "L" 4 8 " M I N . 3"CLR MAX. " L " ELEV. REINF. TYP. WALL CL R 2" CLR MAX. 't' PLAN 2" 4" REINF. TRIM 4. MAY OMIT DIAGONALS IF THE LARGEST OPENING DIMENSION IS LESS 3. AT SERIES OF OPNGS WHERE PIER OR SPANDREL IS NARROWER THAN 2. MIN. TRIM REINF. TO BE LARGER OF TYP WALL REINF. OR SIZE SHOWN 1. SCHED. REINF. APPLIES TO ALL OPNGS, UNLESS THREE TIMES "L", BAR DEVELOPMENT LENGTH, RUN TRIM REINF. CONT. 6. COORDINATE OPNG LOCATIONS AND SIZES W/ OTHER TRADES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR 12", WHICHEVER IS SMALLER. 5. DETAIL IS NOT REQD FOR OPNGS SMALLER THAN THE WALL THICKNESS AND PLUMBING. IN SCHED. OTHERWISE SHOWN. THAN 2'-0". NOTES: "W" REINFORCING SCHEDULE 3'-0" MAX. OPENING "W" WALL REINF. 2-#6 EA. FACE FOR WALL REINFORCING SEE WALL ELEVATIONS #4 U-BARS SAME SPACING AS WALL STEEL (2)-#5 SECTION TE N S I O N SP L I C E OPENING TRIM BARS 2-#6 LINTEL DIAGONAL BARS WALL REINF. @ OPENING 6'-6" MAX. 3-#8 2-#8 9'-0" MAX. 4-#8 2-#8 CORNER X X CORNER BARS - SAME SIZE AND SPACING AS HORIZ REINF STD 90° HOOK X INTERSECTION NOTES: "X" = LAP SPLICE LENGTH. TYP VERT REINF NOT SHOWN FOR CLARITY VERTICAL BARS IN 2. 3. INTERSECTIONS AND CORNERS SHALL BE SAME SIZE AS TYP VERT BARS, #5 MIN. 1. WALL INTERSECTION REINFORCING 12 " M I N . 4'-0" MIN. 2. 4.CONT. (2) #4. 6 4 5.#4 @ 16" O.C. HORIZ. 6.#5 @ 12" O.C. VERT. 3" CL R . 5 1 RETAINING WALL EQ.EQ. 1.MAX. 6'-0" TALL CABLE FENCE & 3.#4@12" O.C. TOP&BOTT, E.W. 7. 2 3' - 0 MA X . 2" CL R . 7 SUB GRADE PREPARATION PER SOILS REPORT. 3 8" CONCRETE WALL 12 " OCCUR BY MANUF. CONNECTION TO WALL WHERE 2' - 6 MA X . 8 8.MIN. 8" CEMENT CONCRETE SLAB PER CIVIL W/DOWEL INTO WALL @ 24" O.C. MAX. AS SHOWN. 11.28.2312/20/23