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Wall Layout L3
-- B' 10" fl- 1,_11~..-i 4-# EB 9 GA. WIRE TIES _- _- VER~L ' EA. BRICK COURSE ' c ' I ~ CONC.-F[LLED 4' REINFORCED .... CONCRETE WALK VOID 5' REINFORCED CONCRETE WALK '1 _011 -,,- ................. alnd i 4"-$" t t t t REF. L5.05 FOR COLUMN FOOTING TYPICAL FACE STONE TYP. CONCRETE-FILLED CMU BLOCK 9 GA. WIRE LADDER EA. CMU COURSE DETAIL L3.0 1 tI ' t ' '1 ® t ®T 24-#4 REBAR COLUMN SECTION _ ]'LL- ~ -.- , ~= =~: :,:_ SCALE: 1"= 1'-00" ~ - 9 GA. WIRE TIES ; Ai~L3~ approx. 6" lifts ET ,0 TYP. 6'-0" BRICKHEADER -~- BRICKHEADER SINGLE WYI'HE BRICK WALL BICKERSTAFF BH-200- ENGINEER SIZE BRICK w/ 1/2" MORTAR JOINTS - :, / BRICK AND MORTAT C,,OLOR -~ / C ~ ~-- ......... 18" DIA. CONC. PIER TO MATCH EXISTING LAKES OF COPPELL" WALLS 9 GA. x 1 3/4" WIRE LADDER EVERY COURSE COLUMN BEYOND PROVIDE 3 BRICK LEAVE-OUTS PER WALL SECTION (EVENLY SPACED) FINISH GRADE COLUMN SECTION SCALE' 1"= 1'-00" CONC. GRADE BEAM W/ 4-#5 REBAR CONT. AND #3 STIRRUPS @ 18" D.C. 4-# 5 DOWELS 3'-0" INTO PIER 0 0 --.'- -.-0.75! ~ 3.00 3 -'-0.75 4 - #5 DOWELS VERT. AT COLUMNS 2 - #5 DOWELS VERT. AT PILASTERS 4' LENGTH, 20" MIN. LAP BOTH ENDS CONCRETE PIER CAP - 5 - #5 REBAR VERT., EXTEND 16" INTO TYPICAL PIER CAP AND 16" INTO PIER CAP AT WALL STEP #3 STIRRUPS HORIZ. @ 12" D.C. NOTE: 1. IF SHALE IS ENCOUNTERED 0'-3' BELOW 3. IF SHALE IS NOT ENCOUNTERED WITHIN 12' OF SURFACE, A 3' DIA. BELL PIER SHALL BE USED AT MINIMUM 12' DEPTH. -- TYP. 18" DIA. CONCRETE PIER BELOW ,IN 5' REINFORCED CONCRETE WALK VOID BOX 18" DIA. CONC. PIER BEYOND - MAX. SPACING 10'-0"D.C. REF. L3.05 DETAIL L3.04 BRICK WALL SECTION SCALE: 1"= 1'-00" PLAN VIEW 4'8" _ D ETAI L L3.03 COLUMN FOOTING SCALE: 1"= 1'-00" revisions 9-8-03 10-3-03 5-22-04 6-17-04 GRADE BEAM BEYOND - STEEL CONTINIOUS THRU FOOTING - TYPICAL CONCRETE-FILLED 8 x 8 x 16" CMU BLOCK #4 VERT. REINF. EXTENDED MIN. 20" INTO BLOCK FOR SPLICE CONCRETE FOOTING 6 - #4 REBAR @ 10"D.C. EA. WAY - TOP · -- 6 - #6 REBAR @ 10"D.C. EA. WAY- BOTTOM 3" COVER - TYPICAL 18" DIA. CONCRETE PIER SEE DETAIL L3.05 EXTEND PIER REINF. 15" INTO FOOTING and PROVIDE 6" HOOK _SO~TH_SIDE COLUMB TO BE PLACED ON PRQPERTY~ LINE - CONNECTIQN TO EXISTING CHURC)q FENCE TO BE BY OTHERS SURFACE, PIER SHALL BE MINIMUM 5' DEPTH ~ + ~ .=..J FOR STRAIGHT SHAFT W/OUT BELL. =,=,J ~ L__ ~ , 2. IF SHALE IS ENCOUNTERED 3'-12' BELOW ~ I 4-#5 DOWELS FROM PIER SURFACE, PIER SHALL BE MINIMUM 2' DEPTH INTO SHALI~OR STRAIGHT SHAFT W/OUT BELL. 1'-6" Im, ~- ~4 HO~Z. BARS ~. WAY / ~_ ~ ~O DETAIL L3.05 ~~ ~l ,~,,~,,.~o~~,~ ?~~.,'] ,,e~a~: PIER DETAIL DETAIL L3.06 ~~ / S~LE: 3/4" = 1'-00" ~ ~ sheet '"- L-3 COk~M~ PIER CAP scale, 1 -20'-0" S~k[: 1" = 1'-OO"