HomeMy WebLinkAboutDRB110119 Plans1/2 " DIAMETER EPDXY ANCHORS
a 4' O.G. (STAGGERED)
EXISTING 8"
HOLLOW CORE PANEL
( 3& ( 000000
TWO LAYERS '
WOLMANIZED _ 3 WI2xl4
S /4" PLYWOOD (2) - % "(Px4" BEAM
EXPANSION BOLTS
PLATE 3/8 x 8 x 1' - I /4"
cv
PRECAST CONCRETE
WALL BEYOND
NO SCALE
NOTE: BOND 3/4" PLYWOOD TO PRECAST PANEL WITH PL-400
STR.UGTURAL ADHESIVE.
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6270
8260
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TELEPHONE
PEDESTAL
RETAINING WALL
(TYPICAL)
8237.1
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8237.2
'- 8229.7 \
8230.0 \
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G`ONCREiE' ylf LkKWAY
54.6' ° ' ' .� <" .: � •: 1t.0' .
t.2' MULTI -LEVEL ti
MULTI -LEVEL WOOD FRAMED 7.4
WOOD FRAMED APARTMENT UNITS
APARTMENT UNITS
t t 26,3` ;--- ..... "`~'�r- •- ....._ _. 1
0.
0.7 8228.6 8B
822$.6 0 .7'
S OUTH DE 0.7'
$22$.7 0 H CKS {SOLAR VAIL}
1.000 ACRES (DEED)
APP _ SI 0.979 ACRES (MEAS)
--_..
2 0' � �� TY �-QCA T1QN OF
(SOAK EASEA T
3, PAGE 6 __--
8228.6 $ �
5!
8220
0' L1TIL EA F28*N
3
3 00K 233, p AGE
ASPHALT
PAVING
r- 8228.5
1
8220.5
8220
_s
8225.4
6210
t
q DITCH
ELECTRIC
MANHOLE
(TYPICAL)
TRACT A
(MI DDLE :! •
• i s w a r
WITH ALUMINUM ,.
.:
SITE PLAN
ASPHALT
PAVING
LOT 8, BLOGK 2, VAi L
POTATO PATGH SUBD
PARGEL #21 01- 0 65-02-0 11
PATE. 04/28/11
FILE: 50LAR -51
DRAM. TMB
REVISED:
i?EVISED:
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............
This structure has been designed to meet the requirements of s 200q
Intern M • • • •.e w ith amendmen as adopted • I T om o
All omissions or • between various - of • • drawings
an• • r spe<.IfIcotions shall be brought te the attention of • Eng ineer
before pro ac with any • • Involved The &enerol ♦ • r sha ver14
oil dimensions ♦ • c4ondItIons at r• site • s shall be responsible fo
m acm , methods techniques s• and procedu • s • s• with this
p Furthermore r be responsible for e• • • r of all • and
m aterials Including those furnished by v, r • rs The Structural E n g ineer
shall be • a • during the construction phase • make the •r site Inspectio
necess to confirm that actual r co are r
design assumptlons and that the construction is proceeding cv-cording to the
plans r- • specificatio
Live Lo ods Used in Desig
.. .. p sf
E ar th qua k e Z on e 0
Hin 4 10 m p h, S eco nd
K 0.1
All steel boom shall • •. to ASTM A Spewificatio
All steel shall conform to ASTM A36 specifications.
All s•• anc boU shall • r • the HILTI HVA onctioring system
or approved equal.
All plywood docking to be I ♦ T46 pl
All plywood shall be pressure treated in acc-ordorsce with Amerlcm Hood
W
-�-- w
In
00 CO
O j Q
W
W
� z
0
w rn
Q0 co
n
Q
15.0'
8229.5
G gP o
SCALE
_ _ J 0
6280
6270
8260
s •
TELEPHONE
PEDESTAL
RETAINING WALL
(TYPICAL)
8237.1
�I. %M
8237.2
'- 8229.7 \
8230.0 \
8230.1 8229.9
8230.7
8230.1
.WAtyy o
G`ONCREiE' ylf LkKWAY
54.6' ° ' ' .� <" .: � •: 1t.0' .
t.2' MULTI -LEVEL ti
MULTI -LEVEL WOOD FRAMED 7.4
WOOD FRAMED APARTMENT UNITS
APARTMENT UNITS
t t 26,3` ;--- ..... "`~'�r- •- ....._ _. 1
0.
0.7 8228.6 8B
822$.6 0 .7'
S OUTH DE 0.7'
$22$.7 0 H CKS {SOLAR VAIL}
1.000 ACRES (DEED)
APP _ SI 0.979 ACRES (MEAS)
--_..
2 0' � �� TY �-QCA T1QN OF
(SOAK EASEA T
3, PAGE 6 __--
8228.6 $ �
5!
8220
0' L1TIL EA F28*N
3
3 00K 233, p AGE
ASPHALT
PAVING
r- 8228.5
1
8220.5
8220
_s
8225.4
6210
t
q DITCH
ELECTRIC
MANHOLE
(TYPICAL)
TRACT A
(MI DDLE :! •
• i s w a r
WITH ALUMINUM ,.
.:
SITE PLAN
ASPHALT
PAVING
LOT 8, BLOGK 2, VAi L
POTATO PATGH SUBD
PARGEL #21 01- 0 65-02-0 11
PATE. 04/28/11
FILE: 50LAR -51
DRAM. TMB
REVISED:
i?EVISED:
� 1
� t
M �
e
1
i
51 I
EFA
............