HomeMy WebLinkAbout05 S102 Foundation Slab PlanEs
16'-6
O rm
1
❑
1 1/20
N
J•
TRENCH DRAIN ANGLE
O
1-1/2" SAW CUT LINES
----------------
III
II
II
II
II
II
6" CONCRETESLAB WITH YIYCON' ADD
MIXTURE ON MIL VAPOR BARRIER OVER
4" OF COMPA TED GRANULAR FILL
1.07
ii L
II I I I I � J
II I I I I
II I I I I
I
I L
I I I I
II JI I I
LJ
---------------
EH
NOTE: BUILDINGS S TO BE POURED
AFTER STEEL HAS I BEEN ERECTED
O •
FINISH FLOOR ELEV: 747.70 —
4" CONCRETE SLAB WITH NYCON" ADD
MIXTURE ON 6 MIL VAPOR BARRIER OVER
4" OF COMPACTED GRANU R FILL
1-1/2" SAW CUT LINES
MATCH EXISTING CONCRETE SLAB ELEVATION MATCH EXISTING SLOPE TO TRENCH DRAIN
NOTE: CONCRETE CONTRACTOR TO REMOVE hZ�C
CONCRETE, AND INSTALL NEW TRENCH DRAIN
AND NEW CONCRETE.
EXISTING CONCRETE SUB
z
z
NOTE: TRENCH D
1-1/2" SAW CU
LINES
T
BE 3/
BOTTO
OF TRENCH
A
Dake Stamped
°1.17.18
a
60'-0 1/4"
OF TRENCH BOTTOM OF TRENCH
N
NOTE: TRENCH D
1-1/2" SAW CU
LINES
T
BE 3/
BOTTO
OF TRENCH
A
Dake Stamped
°1.17.18
Drawn By
Tat
13' 16'-11 3/4" 16'-11 3/4" 17'-3 9/16" 16'-10" 16'-0 1/8" 16'-0 1/8" 14'-2 3/8"
0
LEAVE MET 12"x12" OF LEAVE OUT 20" 24" OF
CONCRETE AT THIS CONCRETE AT 11IS
e V-10 9116" e LOCATIC N LOCATION —
2' 7
NCH DRAIN WIDTHI THE TOP OF THE
14-3/4• TRENCH OF
STEEL
FRENCH DRAIN TO BE 3/8" ABOVE
GRATE WIDTH THE CONCRETE SLAB
ffmmffmffwm 1-1 2"x1 -1/2"x1/4"
ANGLE EMBEDDED IN
CONCRETE
IMORTANT
N
NOTE: TRENCH D
1-1/2" SAW CU
LINES
T
BE 3/
BOTTO
OF TRENCH
A
Dake Stamped
°1.17.18
Drawn By
Tat
Checked ev
tab
scale:
1/8"=t' -o"
Foundation Concrete Slab Plan
ro
N
CERTIFlED �':
R7021\002 eounaaklan slab vlacawg
I
OF TRENCH POTTOM OF RENCH
M
752.20 752.03
X52 53
T52ad'.
16'-10 3/8'
\
`4
75253
13'-4 7/8".......
r
52.20
M
BOTTOM OF TRENC
THICKENED SUB
a
I
13' 16'-11 3/4" 16'-11 3/4" 17'-3 9/16" 16'-10" 16'-0 1/8" 16'-0 1/8" 14'-2 3/8"
0
LEAVE MET 12"x12" OF LEAVE OUT 20" 24" OF
CONCRETE AT THIS CONCRETE AT 11IS
e V-10 9116" e LOCATIC N LOCATION —
2' 7
NCH DRAIN WIDTHI THE TOP OF THE
14-3/4• TRENCH OF
STEEL
FRENCH DRAIN TO BE 3/8" ABOVE
GRATE WIDTH THE CONCRETE SLAB
ffmmffmffwm 1-1 2"x1 -1/2"x1/4"
ANGLE EMBEDDED IN
CONCRETE
IMORTANT
N
NOTE: TRENCH D
AIN FRA
ING
T
BE 3/
" ABOV INISHE
CONCR
E
TRENCH DRAIN GRATE DETAILS
75"-6 5/16" 'Iv
TRENC DRAIN SIZES
8 �2e'-4"
IT M OF TRENCH TT M OF TRENCH TT M OF TRENCH BOTTOM OF TRENCH TTM OF TRENCH
752.20 752.03 1752.20 175203 752.20
TT M OF TRENCH BOTTOM OF TRENCH
752.20 752.03
66 -8 1/4
OM OF TRENCH BOTTOM OF TRENCH
752.20 752.03 85'-4"
BOTTOM OF TRENCH BOTTOM OF TRENCH
88'-11
THICKENED SLA CONCRETE TLEAVE OUT 4 THIS OF
LOCATION
BOTTOM OF TRENCH BOTTOM OF TRENCH BOTTOM OF TEEN
N 1
an
co
�5? 1p X57 fin. X52. �0
A A A A
6�
4yti
8c
NOTES:
• SEE PAGE P100 FOR TRENCH
DRAIN FLOOR ELEVATIONS
• THE TOP OF THE TRENCH DRAIN
STEEL TO BE 3/8" ABOVE THE
CONCRETE SLAB
b�
,BOTTOM OF TRENCH
52.20
NOTE: ALL SPOT ELEVATIONS VARY
M TYPICAL TRENCH DRAIN DETAIL
BOTTOM OF TRENCH
752.20
M
BOTTOM OF TRENCH
0
OF TRENCH
DETAL 0
REVISION
N
J� Q A T p
VERSATILE
�— V L' RJATILL
CONSTRUCTION
GROUP LLC.
Nw WNtNa370 Ead M Maw M78410
fit 317.'JM.3570 fine 317.533.30!1
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THIS DRAWING IS THE PROPERTY OF
VERSATILE CONSTRUCTION GROUP LLC
ANY
OTHER PURPOSE ND 15 NOT TO DTHAN THE E USED OROJECT
DESCRIBED HEREIN.
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World Wide Motors
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3900 East 96th Street
Indianapolis, Indiana
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1`J L
02.20.18 trench drain OnOle iron noted chanced from 1 2" f0 3/8"
RELEASED FOR CONSTRUCTION°°°t¢d
Subject to compliance with all regulations
d StateCity of Camllelodes
1p jp�L
Job No-
17021
Dake Stamped
°1.17.18
Drawn By
Tat
Checked ev
tab
scale:
1/8"=t' -o"
Foundation Concrete Slab Plan
CAD FILE:
CERTIFlED �':
R7021\002 eounaaklan slab vlacawg
• ' DATE: 09/10/18