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T/8LAB
<br />(E) PLI 1/1"
<br />Rr-OVAe' 'E STEEL
<br />CgVER
<br />I E) TRENCH
<br />U�-
<br />Lu
<br />94 UcRT. BAR@ 12'0.C,
<br />471111 [:RQ I L)r'
<br />'SCALE:
<br />ELECTRICAL
<br />CABLE TRAY
<br />(E) P! i V REMIOVABLE
<br />3ff'Vj ANCHOR ROD "AlITH 7' STEEL COVIER
<br />STEEL TRENCH MIN. 131412EDNIEN I- INTO (E) 2'
<br />COVER PER PLAN 'Ofird 0 EMIBEDOED
<br />CON CRETIE" 1,11 SPE HILTI HIT -RE
<br />"OiLE3,, Gk
<br />5WV3+HAS
<br />EPDXY(TYP)
<br />------ SMOOTH
<br />1 =="Mil L �.Nj
<br />- - j
<br />, "x. T
<br />7=-
<br />P"Icol'o"
<br />102 1,12/,1/4 STEEL o
<br />ENIBEDANG'LE
<br />0
<br />A
<br />9 fFJELD kFERIFY) 1
<br />HIGH POINT 'I RENCH UEYONID
<br />TRENCH EL 96�70-1-
<br />A
<br />d a
<br />WATERSTOP
<br />4
<br />CONSTRUCT ION 4"'OCONDUIT
<br />PROVIDE FOR�vl SAVERS
<br />19 (VARIES)
<br />51A 7/8:1
<br />j
<br />10-5/1,131,
<br />(FIELD VERIFY)
<br />"OiNIDUIT
<br />EL 921-1 1, i2
<br />T I N
<br />1
<br />I 11-3
<br />KCAL
<br />CALE: 3/41"=14"
<br />1 /811 GA P
<br />TYP RERNIOVADLE STEEL
<br />'11/16 72-12 COVER ---- ---
<br />WIT H. STD HOOK Ccgl DOTH
<br />END EA. WAY (TYP) -------------
<br />fJSLAB
<br />V21 '7
<br />VR
<br />A
<br />(0 12 O.C, DOWEL All,10
<br />EP OX ( 6 ' I N -10 EXJ ')' T 1,111 G
<br />CONCRETE WITH 111ILT I
<br />NIT -RE 5000
<br />NOT E F OR AD D I T 10 NA 1. 1 N F 0 RMI AT 10 N N Olf S HOW I, I SEE 0 ET A. 1 L 218 5 10 - 17
<br />35-10.10 1 38510-17
<br />45 12 C. C EA VAJAY T& B
<br />97 12"O.C. DUAAJEL CENTERED AND EPDXY
<br />RONFOR(,E1VIENT6INFOEXISTINGCONCRETE
<br />V,ffid HILTI HIT -RE 500 V3, TYPICAL ALL SIDES
<br />(',FEXISTIIIIGTREIVC!-IPENETP,6,TI(3N
<br />Ml 0-10, 3'510-111 3510-17
<br />I IL
<br />5510-17
<br />2"
<br />44 VERT BAR @9 12 CW, CLR
<br />WITH STD HOOK (q) BOTH
<br />END EA. WAY (TYP)
<br />�- _ � _.-------- - , : ---III ---- � ^- — °� '� /
<br />II I
<br />Lu
<br />V, ap
<br />Jyl 7-11
<br />T
<br />CAST IN UNISTRUT P-3200 WITH HOT
<br />DIPPED PREGALVANIZED FINISH,
<br />SPACING SHALLIL''- 4'-0' O.C. UNO,
<br />MOVE VERT REBARS TO CLEAR
<br />-lol, VAR I ES
<br />---------
<br />"n
<br />13/4'
<br />(RE: F)
<br />3/16 2.12
<br />91i
<br />/16 2-12
<br />1/8' GAP
<br />%l
<br />(E) REMOVABLE
<br />STEEL COVER
<br />STEEL TREINICH
<br />COVER
<br />III
<br />TAPLATE
<br />EL
<br />EL I oo'-oa
<br />100-0
<br />3/4°C ANCHOR DO )LT
<br />1-2 102 1 i2x 1/4 COMT
<br />VVITH EPDXY EMBED
<br />STEEL EMBED ANGLE
<br />CoiNTSTEEL BAR, HEIGHT
<br />TO MATr',� COVER PLAfE
<br />411(Ax 13.8
<br />THICKNESS
<br />3/16:'C/ HOLES r1a) 4'-0'
<br />FACE OF (Ell
<br />O.C, FOR ATTACHMENT
<br />T c D
<br />1/2"rox,)" LONG HEADED
<br />8 C, S ! 0
<br />STUDS (- - TUD
<br />WELD TO STEEL ANGLE
<br />n _11
<br />SCAI E: I "-- 11-0'
<br />8-5 0-17
<br />REVISION I By APPIROVED DATE sym
<br />RLT —A TPGIIT�,TR'�\' j'c-:R TRIIM AND DRILL - IFC W7145183 0
<br />'E TAI i L
<br />S r" Al ii I
<br />REVISION I U I APFR9YED I DATE
<br />102,
<br />SCALE: 3/4"m1!-0` 35'o-10, vio-li, 8)'510-17 13510-17
<br />RE!'JOVABLE COVER
<br />STEEL Pi..xrES
<br />1-0
<br />- 2'-10 5/8�VV TRENCH 1'-1'I 5'i8`V1-1 TRENCH
<br />314'CHAMFER
<br />r
<br />94, VERT. BAR 12" O.C.
<br />YWSTD IHOOK
<br />%
<br />iM HORIZ. BAR @ 12" O.C.
<br />EACH Y]AY
<br />D T A
<br />F 'Lti
<br />3 CA L E: 3/4",-14" 3510-17
<br />ACCEPTABILITY
<br />THIS GESIGNAW/OR
<br />'ICOSPCTAR,r
<br />APPROVED BY DEP F.
<br />EN�aI—NEFR
<br />DATE BEI-IRCOL/I
<br />CHECKED
<br />A. 'AJArRN ER
<br />m r IF
<br />wm
<br />R. HIRT,
<br />TYACRE
<br />ITR—PROVEF—
<br />R THIRTYACRE
<br />3510-17
<br />N"IC4XI3.8
<br />czlrcuwanN
<br />EL (,)61.0;'
<br />(E) TRENCH
<br />REMOVABLE STEEL C(Y,ER PLATE
<br />#4 HORIZ. BARS r@ 12O,C,
<br />95 @D12 O,C. DONE L AND EPDXY
<br />6' INTO EXISTING CONICRETE
<br />V1,11TH HILTI HIT-Rtz -Q'(,O )1,3,
<br />A 7
<br />---- - - WATERS OP (TYP)
<br />RCIJGI`� N SURFACE TO 1W AMIPLITUDE
<br />(DO NOT ROUGrIEN A J `,VA TERS -P, TYP)
<br />r 3TO
<br />IZ'O.C. EA WAY T&B
<br />CONCRETE
<br />All
<br />POST WITH CAS f 1 N
<br />E PLATE 0 AS) .
<br />CONTINUEVVALL
<br />REINFORCENIENT AT
<br />A
<br />POST LOCATION
<br />I
<br />>
<br />I lt,','xl 1/4"x1'-31' P11A, SQUARE
<br />DOWEL @ 16" O.C. ING TALL PER
<br />N1j'-\NUFACTURER'S SPECIRCild'IONS
<br />EMBED DO'vVEL 7 V2' INTO (E) SLAB
<br />45@ 12'O.C,
<br />BUI�Ijp (")UT �,AJALL AT EACH POST,
<br />PROVIDE MINIMUM 6' FROM EDGE
<br />OF BASE PLA TS.
<br />I .
<br />NOTE:
<br />GEE SECTION C/3351 0-17 FOR IN FORINIM011ON NOT SHOV01
<br />D A I L
<br />3CALE: 3/4"=1 141 S51 0 - 17
<br />T V-pit Al
<br />C', /A L D-" T i� I L.
<br />3 SCAI 1 " =1'- 0
<br />:1 SUBTITLE
<br />0I
<br />5. 12.21tT PG 114 STRINGERTRIMI DRILL - DETI-MILS
<br />11.24.20
<br />TITLE f, G T4 8 T R I N GE- R T R VIM AND D R 1 LL
<br />11,2420
<br />11.2420
<br />11.24.20 1 o"T R U CT U PA L INI AST CE R
<br />(E) CONCRETE SLAB
<br />TP3LAB
<br />EL 100','Y'
<br />Lu
<br />I 1/4'xi 1/4'x1'-3" PNA SQUARE
<br />01VEL @ i 61l 0.,' . HN8TALL PER
<br />MANUFACTURER'S SPECIFICATIONS
<br />EN1BED OW,"EL 7 i12 IIJTO (E) SLAB
<br />IS- LJED FOR
<br />CONSTRUCTI(A
<br />PRZOJECT NO: 0012630J'J
<br />N.,30L DATE
<br />W6946571 I t24,20
<br />"
<br />JOB NO. comp No.
<br />nEil ----------
<br />No.
<br />r
<br />EVE'RETT VVA, 40-058-03510-17
<br />
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