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Hardscape Details ~1lIIi__~_____I!l!II_~1LWlIIIIMIIIII ::E < rot') ....... - -~ CAST -STONE COLUMN CAP 1" OVERl-lANG ~ ANCHOR BOLT BRICK CONCRETE BLOCK FiLL COLUMN WITi-4 3~~lZ) FSI CONCRETE GROUT 2 I _~ll II-b" BACK EDGE OF COLUMN TO BE LOCATED ON FROFERrr LINE UNLESS ~OU.N ON FLANS PROP. L1NE1R.O.lU. LINE t UJ+.4ERE APPLICABLE . . -- .- -- FILL COLUMN Wrn4 3~(l)(l) FSI CONCRETE GROUT CUT STONE AS NEEDED -3 BARS CONTINUOUS 11> 24" O.C. ------T-.----l 4--S BARS '6) 5' -GZ>" HIM. LEN6T~ ~ I ~ ~ CMU BLOCK 411 CONCRETE PAD 1811 DIA. CONCRETE FIER BEL REF TO 1112 4-~ BARS THROUGH FIRST 2 LEVELS OF CMU FINISH GRADE - ~ PLAN/SECTION 1-112" = 1'-(2)" 0) co o o N , o ....... , CD CD +J o o 24IlX24"X1811 PIER CAF 2 -tS BARS TOP 4 BOTTOM 1'-811 FILL VOID WIT~ 3000 PSI CONCRETE --6 T~INWALL PANEL ~ BARS @ 2411 O.C. ..... o a: (I) Q) c ~ o ~ 01 PROFERTY/RO.W. LINE -- -- 4--5 BARS EXTEND INTO PIER CAP BRICK TJ4INWALL PANEL -:3 BARS CONT. -~ (L OC___ t-~ Q)U 3- O~ L= - -q Q'- I -3 STIRRUPS ~ 1211 o.c. >.. ~ "0 (l) +J +J o a: 1811 DIA. CONCRETE PIER REF TO 1A.2 STYROFOAM OR BOND 6~EAKER BRICK COLUMN 1249) SECTION SCALE: 3/4" = 1'-0" "-- ~ ~ GAUGE WIRE FABRICATED AS 5l-40llN BETWEEN EveRY COURSE OF COLUMN 8RICK 4-~ BARS. 5P.~CE AS S~OWN. DO NOT BUNDLE. THINW ALL COLUMN PLAN/SECTION SCALE: 1-1/2" = 1'.0" ::!: <( ~ 6AUGE X 1_%" WIDE GALvANIZED LADDER WIRE ~ORIZONT AL IN EveRY WALL PANEL COURSE 4-~ BARS EXTEND MIN. 51 INTO COLUMN. DO NOT BUNDLE IN CENTEF< OF FIER BRICK WALL PANEL ~ 4 L2 TYFICAL T~INWALL PANEL S GA. J-IORIZ. JT. REINF. 1i> 8" O.C. ~ I 311 ~ - 0; CO o o ~ , o " <.0 - ~ & ~ BRICK TJ...HNWALL. BEYOND. \ ~00 4IlX.3"X%/ 6ALV. ANGLE IRON UNDER EACl-i Tl-4INWALL PANEL. 2-~ BARS CONTINUOUS ~ "X1811 CONC. MOW STRIP BETWEEN COLUMNS WIT~ 2--3 BARS CONT. AND "3 TiE5 ofi) 24" O.C. BRICK SOLDIER " COURSE. i FINISH GRADE COMPACTED. 6UB6RADE v E 1= <l) > o (J) (I) v E o .a ~ 0; ~ U) I ~ >.. co -0 Q) > o (J) 01 ~ -0 vi .....J o ~ o < <( ~ " 3: o /'" o ..- o <( <: ~ (I) ~ o v .- o ~ ~ Ui . -::-:: I. :::.~ = ::'-111::: -II=--: '-:111:'-:,111 ~ ..__1 . '. I, , i-[==II -=-, it I 1- -; I j' . "... I I --_ I ,--.- TYPICAL FIE~'- i~' }- I'-f" -.} JJ.~"-'" BEYOND ~, Ij: REF TO 11L.2 ;~ ~ I . j 5 THINW ALL PANE L2 SECTION SCALE: 3/4" = 11-0" NOTE. OWNER SHALL MAINTAIN A MIN. 3" OPENING UNDER BRICK THINUJALL FOR DRAINAGE AND TO PREVENT HEAVING OF BRICK THINWALL PANEL. -3 STIRRUPS 6) l211 O.C. }- JI..~t1 -f THINW ALL COLUMN SECTION 6CALE: 3/411 = 1'_~1I ~ c: .~ o L- a __~II'tIII~_____.mIIIfIiHj PIN MOUNTED LETTERS STONE CAP #5 REBAR @ 12" O.C. EXTEND 6' __0" INTO WALL FILL CAVITY WITH 3000 PSI GROU T BRICK #5 DOWELS @ 12" O.C. ALTERNATE TURNS IN FOOTING. ~.. CHAMFER (TYPt CAL) FINISH GRADE 12" X 18)) CONCRETE BEAM 4 - #5 BARS CONT. WITH #3 STIRRUP @ 12" G.C. 6" VOID BOX BENEATH BEAM CONT. 18" D IA. CONCRETE FIER REF TO 111..2 .....11 '~... ~-- -. - i3RICK AND STONE COLut1N /----- -- C/J.5T STONE C/J.F --- PiN MOUNTED LETTERS DOUBLE BRICK SIGN WALL 101-0" 21-0" 61_~U ---. :2' - "" --..----- ~-_ L_~--L-~j - ;__ : l' I ..:... - -: ---.- 1-- ; I I I ---'r ' .~_. -r - _.J --- I ~ , "'t i. - a :r W()f- = ll: f- {l ~ WZW I :r- a =- '-z . J- ~() z lU-I: 3~_ = {l~~ ~ OJ-I ).-~t- <{w3 ...JlLv. U ,0 ZZO -I:lt i!N Q (Lltlt! WOw Q~:I ZUr- f()~ - ~3 ~ Z -JJ ... 18" DIA. CONCRETE FIER REF T () 111...2 ; I ~ : " \ 21-3~1I I I l i // /' I .. ,/ / / ~/~ /''( / " / / '~~-~. ,/";/~/\ / 1\ / ./ /1 I .,.(- ./ I I I i I ___. _ _" BRICK SIGN WALL ELEV A TION eCALE: 3/4":: 11_,," I I ! .., ..J BRICK SIGN WALL SECTION SCALE: ~/411:; 1'_12)11 ~ I ~ I'_~" _ 4-~ VEf~TICAL ~ ~0. Sf=>ACING AROUND SFIRAL -3 SPIR,'~L ti) 611 FITCH WITH ONE FLAT TUf~ TOP AND BOTTOM PIER 118" DIA.I SECTION eCALe~314T;-j'_~1I ~ ~.all\ll."""-'-""'~'" -- - MAXIMUM 1e>'-0" ().c. --rc-.~~' :-'--- -- r.r '",P.')L:" A '{ :::.--_.~ <..: ' .... \A"\ ."". ~// ..... (.. ''''', '\. REViSED \\'\ JUN 2 7 1008 ) 1 / .' (! ,-o\. !~ ,(~ /::.,~./ ,-<.fit'...... ....-:::<'// '" VI.' -- -- , Y- / .....:t.!.u GO fY po. .....~ --,-~~ 60LDIER COURSE AT TOP OF WALL TYPICAL T~IN WALL '~1'~(..9cr c)(l.E.. '7-&.VIE:UJ STUDln I) I' S I <j Nr:~{~~1 I' Studio I] Design Oroup, PLLC. ()OS Millkan Dr. I.cwisvllle. lexil) 75057 4o<J-6.~ 5-1900 --- ill 'I PUN REYIBW REYISIONS BY DATE // FINI6~ "'< GRADE COMPACTED 5U6<'EsRADE 4" THICK CONCRETE MOW STRIP WITH 2 EA. #3 BARS CONT. ~~'~/ TYFICAL EXFAN510N JOINT T'r'PICAL CONCRJ:TE FIER SEE DETAIL~ 'E!J ....... . -...,... JJr Aim TYPICAL ELEV A TION SCALE: 1/2":: 1'-~1I }t,,'I g, bog -- ~..~tIIII OWNER: SHERRY CAPPELLI 248 SLEEPY HOLLOW DRIVE COPPELL, TEXAS 75019 APPUCANT: DR. LAURA PELS 757 S. MAC ARTHUR BOULEVARD ~1137 COPPELL, TEXAS 75019 HARDSCAPE DETAILS IIOJDCT lot 9 Block A ofStrln fellow Addition DAAO~ COPPELL VISION CENTER fJARRI' -' 12 -- ll, Dalloo Conn ,Texas