Plans (11) SIT2014 00002
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FEB 13 2014
CITYOF TIGARD
BUILDING DIVISION
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a 100-YR STORM EVENT POND STAGE LEVEL AT
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Wal mart #593 PROPOSED OUTDOOR
BP-1
PERMIT s £E4 201 - 7600 SW DARTMOUTH ST
STORAGE AREA
ti N L. NGS 6400 SE Lake Road T (503)659-9500
SN 20-001-091 Suite 300 F (503) 659-2227 ��/`I ID OR �77���
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RENEWS: 12/31/14 Portland, OR 97222 www.PAcLAND.COM t
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AROUND PERIMETER CR
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CONT 1/2- PMEJ AND LL. 8.05HVO.�
EMBEDMENT INTO CAP SEALANT EACH SIDE z uowssto 116 152'
SET DOWELS PRIOR TO INSTALLING 0 W U< G_ w 0,,r.6xQ
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INTOBOND BEAM Z'
PROVIDE 2 DOWELS PER CAP 95 af
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TO CONC PAD
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REF STRUC CIVIL
NOTE: 12" RETAINING WALL
WALL AND BOND BEAM REINF PER STRUCTURAL
OMITTED FOR CLARITY
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BALE AND PALLET RECYCLING
15 SCREEN WALL CAP 14 AREA SCREEN WALL SECTION
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6 NOT USED 5 NOT USED 4 NOT USED
CHECKED BY:
DRAWN BY:
FILE NAME: 150-SP023
3.20
114'-4" PROTO CYCLE: 012712
i 4018 2
p. ol DOCUMENT DATE: 041012
Pl
TYP
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Z CIVIL- . . . . . . . . - - - - - -
GRADE PER CIVIL
146— .._..__•. .._.. ....__..
——— —— —— ——--- --------
--------—————————————————— -
RETAINING WALL, —— —— —— —— —— —— —— ———— ———— —— —._ ——�A'�N& BEYOND
REF STRUCTURAL
REAR ELEVATION
B1/8" =1'-0" 082611 SP023-00213_1 2907_06113C
DOU 'AS
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12'-0" X 113'-0", OF
6" CONCRETE SLAB
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TO CONCRETE PAD 114'-4"
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RETAINING WALL,
REF STRUCTURALL- BEYOND-------------- -GRADE PER CIVIL 2B-SP2.2
to
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NOT USED SIDE ELEVATION CMU SCREENING PLAN — NO GATES
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REF ARCH FOR PRECAST CAP CHECKED BY: WKH
REF ARCH ANCHORAGE. DELAY GROUTING
OF BOND BEAM UNTIL JUST DRAWN BY:
BEFORE PLACEMENT OF SILL
(2) #5 BOND BM FILE NAME:
AT T&B COURSES
It % REF ARCN PROTO CYCLE. 012712
AND ® 48" OC %
TO MASONRY EL
DOCUMENT DATE: 041012
(2) #6 AT 24"
OC EF OF WALLT(i
PR
12" CMU PE
x OPEG;ON
13
PMEJ AND SEALANT
IF REQDl REF ARCH 0
E IFtES 613
CONC SLAB SECTION
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REF ARCH
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SOLID GROUT ALL
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0
LL-
CONC JOINT
REF SECTION
0 1 SECTION x
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<UJ #6 HORIZ 0 12- OC EF
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w12" FREE DRAINING
0
STONE WRAPPED IN
Li 0LL- -n
CL FILTER FABRIC i 04 #6 VERT @ 12" OC
V) EF W/ STDACI HOOK
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2"0 WEEP HOLES 0 8'-0" OC
GRADE PER CIVIL
#5 0 12- OC T&B 3" CLR op v
Typ 0
(6) #4 CONT T&B
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REF GENERAL NOTESOL
f% ENCLOSURE
MIN BRG DEPTH
SCREEN
3"
3"
CLR-' CLR WALL
31-01p 22—Oto
DETAILS
0
ENCLOSURE
SCREEN WALL SECTION
3/4" = l'—O" S23-001
1
SHEET'
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