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BEYWEEti FOUNDATION ANP DOe
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4. TOP WIDTH 5HALL BE A MINIMUM OF 3' -0'. 23
SHALL MATCH BARRIER WIDTH IF DIMENSION - J
EXCEEDS THE REQUIRED MIMMU0A
5. OSE IS "$MJCE BARS' TO MEET % -O" REOVIRFP
SPLICE LENGTH AS SHOWN RAH$' /eA$E
REINFORCEMENT Spur, OPTI ON"
AS NEEDED.
TOP OF CASE IE7 Poor
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IS CTR&
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SYMM. AP'Y
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SHEET DETAIN '/V x A SO.. V' Y' AROUND TOP OF
1 9 1 -8_" SEE SHEET SNO -O-22 BAS
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INSTALLATION, SEE SHEET 5109-0-2F �5 ( N
PLATE ON BARER" FOR FIM5HE0 ROADWAY
ANCHOR PATTERN I
SYMM. ABi. f x a POST
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_ APPROXIMATE FOR FOUNDATION'. SEE LAP SPLICE c
LOCATION "MONOT RIE SIGN 5TROCNRE
OF CONS Tor FOUNDATION DETAILS (I OF 4)
SHEET 5ND -0 -15 4!0"60 4 0 - R ES y
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w SEE .NOTE BE) T VVIIA� p Q
\ LONS`RUCYION JOINT Wl -SEE ANCHOR fi DETAIL II_ CONSTRUCTION JOINT I L
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FOR FOLMIOANON.
EXTEND VERTICAL SHAFT REINF. 3' -0" 2 ''"` SPLICE (TyP.J ( "D(a K ")a HOC!' FOR
EE MONOO ff 510.4 MIN. INTO BARRIER FIELD BEND A5
STRUCTURE FOUNDATION II 1 "01' ANCHOR BOLT fYYP,)J 4`
IT ETA 'L0 !1 0. 9J' J SECTION E O23(24)ASPECIFlCATICN �_ — i SECTION A
Sn:Er 5NDO15 l _ ANCHOR (! DETAIL
f ts (29 SEE SHEET CND- 0- 22 'BASE PLATE MOUNTED
TRANSVERSE REINFORCEMENT ON BAKKIER" FOR ANCHOR BOLT PATTEKN.
ELEVATION
SPLICE OPTION
N NO, ISSUE DATE ISSUE RECORD - DEWRIMON DESIGNED BY ENTERED W CHECKED BY DESIGN
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mnm<m RELEASED FOR noxmraGCnom .ae G."LAHAR n. xEwDmEGEL wx 762'4 Z� 1 NONOTUBE SIGN STR RE G23
A eznsxe FRAL DESIGN =.sl D. DALLAKAN M"WRIOERSOX KIRMIN .E...e..� FOUNDATION DETAILS (3 OF 3)