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31 engineer
don
15'-0'
of DK_ (N) CONC. WALLS TO (E) /
shdl be w/ #5 MILS. x 24• EPDXIED
able INTO %•*x4' HOLES 0 12. 0.C. '
& (1) OWL. INFTG. (MIN.) & Q
these (2) DWLS. IN BOULDERS (Digi.)) o r STEP
mt. — — — -}- T.O.F.r — — --)
the most
it plates I
T.O.W. = 94'-6Y5
ed
T.O.F. - V.I.F. oI
I
UNE OF EXSTG. CONC. b
FDTN. WALL I
5'-0' T.O.W. = 94'16A,
dented 41 T.O.F. = V.I.F
r -1
I I ;
�� The PRELIMINARY mL
L 5'-2-
ct NOT FOR CONSTRUCTION 4
tetruction. of ( 3'-4' . . .1'-Q'
b
e. - 10'
y structurd T.O.W. = 94'-6Y4 I
conditions. T.Q.F. - V.I.F.
Igh
inability of — — -- �- I o
th the
ner similarc '�- STEP
wl ao thea
1- - T.O.F.
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LL
t the j 91
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:tion / I c
e 41// 4• V.I.F. b I
architect /, �, ANen (M
— -�/�/w r -)6x6 A.S. T.O.W. - 94'-I6Y4 1
_ / ! r2,--- T.O.F. = V.I.F.
devotions, -
-=.1.-1-ZT ° / ��'--1 I (i
w,
bay of
N5•-2-
/ ;
DWL (N) CONC. WALLS TO (E)
1111 la;•
w/#5 DWLS. x 24' EPDXIED •
INTO )4"10x4" HOLES Q 12' 0.0INit 1
-4 # 1'-0
& (2) DS. IN FTG., TYP.
UNLESS NOTED OTHERWISE 1 i
PATIO BY OTHERS 2'-2 110' +- PER CONTRACTOR STONE STAIRS • GRADE ? L N. — J
11 t
4110.„
I5'-O' `
+ r ,
—6 CONCRETE SLAB REINFORCED w/ 1 I (
T.O.W. � 11O'-9 V.I.F.
#5's 0 12' 0.C. (CENTERED) EA. WAY / ,'� T.O.F. = 3'-0 BELOW GRADE MIN.) 1
THROUGHOUT. PROVIDE 1)r DEEP 1 (� WALL TO (�
SAWN OR TOOLED CONTROL JOINTS 0 r` I
10'-0* MAX. SPACING EA WAY ?' / BOUNDERS e/,fie OWLS. x
1I 4'-O iNiO °!I�'
HOLES 0 1OP 0.G (BINE)
2 \
O. ,�F MEW APPL'C BL
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h
rS SDN CJT3, TYP.
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