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CONSTRUCTION STAGES
<br /> 1. Install retaining wall soldier piles per plan and details. C
<br /> 2. Excavate down to the elevation from 25'-0"to 15'-0" Z
<br /> with continuous installation of tagging per drawings.
<br /> 3. Excavate below the brace elevation 15'-0"to the bottom IL!a r
<br /> of excavation per drawings, keeping soil berm with a Q
<br /> slope of 1 Horizontal : 1 Vertical. ..J
<br /> 25'-0" GL at 0
<br /> 4. Install connections and brace at each pile per drawings. A Stage-1 o
<br /> 5. Install footing as per plan at base of the soil berm for - ...
<br /> brace bottom connections. Soldier Pile _:,,,-„,-,--,. N
<br /> W14x61 =� 0
<br /> 10'-0" n (�
<br /> 6. Install brace connections at bottom after three days of 4
<br /> footing concrete pour. 6 % ► ,t
<br /> PL 1 x As Shown g T�z„ a I
<br /> 7. Install and secure brace at each pile per drawings. V 15' 0" at :„,:;,,,,,,),;;A:,
<br /> 7,Sta a-2 `8. Excavate soil berm with continuous installation of g 5/16Qlaggings to the bottom of excavation per drawings. LAGGING SCHEDULE Q�
<br /> 1 J,,e f�j446 ,�.^� _ �, �� ,
<br /> Full % �� ?lugStrength15'-o" HT from Top of Soldier Pile Lagging Size ILL W
<br /> I "` Existing Grade Spacing (DF #2)
<br /> Reinforced concrete brace footing, see 0'- 0" x 7'- 0" $'- 0" 3 x6 ''
<br /> Detail 1 this sheet and Soldier Pile I - <
<br /> Schedule on sheet SH-1. 5/16 -`
<br /> Cap PL'/ 7'- 0" x 13'- 0" 8'- 0" 4 x 6Ce
<br /> e
<br /> V BOE Pipe 6-XS ,
<br /> :ti.\1 �, ti ti.�,. t a 1%a`Da.X-Bolt a , 0" , 0" $'- 0"
<br /> .r.r.j.1., '. 13- x 25-
<br /> .ti��.%.*.., .. It (ASTM A490)
<br /> 6x6
<br /> ";'2,ti w1 ` 1 �� `.
<br /> 2�
<br /> 40- t, �x r Lagging schedule as per design calculations.
<br /> a � 1 PL%x(Dims , _ �� �
<br /> .I s, 11'-0" Shown) EA Side •„ , i
<br /> ti� k of 1" PL ',�
<br /> ti
<br /> 4 15'-0" Co; w
<br /> U
<br /> — 24" Dia. ....1 1
<br /> CONSTRUCTION SEQUENCE Pile (Typ.) DETAIL 2 - Brace/Pile Connection
<br /> z � �
<br /> SCALE: 3/16" = 1'-0" Scale 1%" = 1'-0" GiO o E
<br /> am a.)10
<br /> 5C
<br /> (13
<br /> LLJ a)
<br /> raok
<br /> VJ U)
<br /> t.
<br /> U C
<br /> 'to iltql .2
<br /> WmgZ
<br /> Brace Connection (see
<br /> Detail 3 this sheet)
<br /> 1
<br /> FuN 1
<br /> 4'-3"4I 400* Strength
<br /> PL Y2 x(As Shown)EA 5/16(/ rl 6- 1�
<br /> Side of 1'"PL Pi
<br /> WI
<br /> /
<br /> 2" CLR 1 Dia
<br /> (TYp ) (ASTM A490)490) „p e 6-XS* A .
<br /> PL 1 xAs Shown -sa ��
<br /> + �, - 8 1„ 5„ PL 1x12x2'-1"w/(8)s/„ �.
<br /> �I PL 1x12x2 1' w/(8) !+" 5'16 V'
<br /> A ( • `` • • II I ii • �I II • Reinforced Concrete ASTM A193 GR B7 Anchors ' ,� {Typ.) ASTM A193 GR B7 Anchors
<br /> • T III q I h III (Concrete grade, fc= 3000 psi} at 6"OC set w!Hilti HY 200 3 6,®
<br /> at 6"OC set w!Hilti HY 200
<br /> 1p III ill it Footing width is shown in 4'/a
<br /> 3 CLR III [III ill II • g - - -
<br /> qp III pll 9il Detail 4 (4'-0").
<br /> (GYP•) I�� � Li �� I i I , c
<br /> • Footing it II T -- " —�=Q --- .
<br /> .0, • Per Plan li I, I ——-8 E
<br /> 2'- 10" • 5/16 li II E
<br /> II II o O
<br /> • II j1 3„ 6„ 6„ 6„ 4," 'N a)
<br /> •
<br /> II II ., _ •
<br /> _
<br /> 1I iI I V N 3'0 1' 5"
<br /> �_ c Concrete footing installed at each brace.
<br /> 3' 1,,�,_._♦,.!.,*._6_.I. 6„ 4„ O
<br /> Brace locations as specified in soldier pile N2'- 10" 2'-0" 1-8" �, schedule and profile on sheet SH-1. 2'-1" � V v N
<br /> DETAIL 1 - Brace Footing a DETAIL 3 - Brace/Footing Connection DETAIL 4 - (Plan View of Detail 1 )
<br /> a, o
<br /> I ,� Scale: 11/" = 1'-0" , 0" o
<br /> Scale 1", _ 1 -0 Scale 1" = 1 - M o v
<br /> w Lc) w Q
<br /> �r o 2 w
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<br /> r S i O m
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<br /> ZLill I g D w 1, a)
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<br /> `4 vAS <-Y
<br /> �``` r• Sheet No.
<br /> CITY OFE /E _ E , =
<br /> Permit Services le
<br /> ' 6 36ols t SH-2
<br /> S ..
<br /> ' JONAL
<br /> % ,0
<br /> CITY OF EVERETT
<br /> REVIEWED FOR PERMIT
<br />
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