HomeMy WebLinkAboutSWP2701269.6OAP SCHEDULE
�P,V111 � FILE TIP � VILE CUT -Of
TLFVAI I":f, ELI:VATTOR
'n
..14 1 20.1'
6F 74 20.1.4
7 4 }t . 4 1 20. 17
7 + ,, 1 20.20
,7+ C 1 20.25
8 20
20. ? 5
17.86
1Eppv
(n) 40-Ton Pies
Driven to Bedrock
(2) 40- ron Pi les
Driven to bedrock
(2) 40-Ton Piles
Driven to georock
(2) 40-Tor Piles
Driven to 3edrock
(2) 40-Ton piles
Driven to Bedrock
(2) 40-Ton Piles
Dr i ven to Bedrock
(2) 4-Ton Piles
Driven to Bedrock
(?) 40-Ton Piles
Driven to bedrock
(2) 40- Ton Piles
Driven to Bedrock
INVERT
STATION
ELEVATION
+.
�► T.
a
+
61..11
90.73
n
+
75.11
20.76
g
+
�'7.1t
i 20.7Q
c
+
2G.81
10
+
T1.11
j ?0.83
?0,86
+
'0. 88
+
f
'0. 93
PILE b PILE CAP SCHEDULE (CONTINUED)
PILE TIP PILE CUT-OFF
ELEVATION
ELEVATION
REMARKS
(2' 35-Ton Piles
-21
18.45
Driven to Bedrock
-?;
18.48
(2) 35-Ton Piles
Driven to Bedrock
-21
18.50
(2) 35-Ton Piles
Qriven to Refusal
-21
18.53
(2) 35-Ton Piles
Driven to Refusal
-21
18.55
(2) 35-ton Piles
;Driven
to Refusal
18 58
(2) 35-Ton
Piles
Driven to Refusal
'8.50
(2) 35-ton
Piles
Driven. to Refusal
I13.6:
(2) 35-Ton
Piles
Driven to
kefusal
18.65
(2) 35-Ton
Piles
Driven to
Refusal
58.58
(2) 35-Ton
Piles
Driven to
Refusal
18.70
Q) 35-Ton
Piles
Driven to
Refusal
REINFORCING STEEL-: Ur
accordance with ASTM Spec
shown below. _
Use
Primary reinforceme
Any bars to be field I:
Reinforcing steel shall be.,
beams and slabs shall be' su
specified by the CRSI Ma
detailed in accordance wits
Concrete Structures", ACI
for approval prior to fabrics
for all bars shall be V-6".
prior to placing concrete.
electrodes, and in accordon<
REINFORCING STEEL PRO
Use
Concrete cast agains
All other bars .....
PRECAST CONCRETE PIPE
PILING: All piles shall be
A M D 25-73, "Standard 5
nominal tip diameters, 404
piles shall have 9-inch nomi
b
20-4?
-14
18. i='.
(2) 40-Ton
Piles
96
-?1
18.73
(2) 35-Ton Piles-
Station 9 + 51.11. The pile,
Driven to
Bedrock
'
Driven to Refusal
+ 63.11 to Station I I + 66,
• ° f
?
20.4.E
-15
1.6 :"
t2) 40-Ton
Piles
� t t
20.9D
21
119.75
(2) 35-Ton Piles
retention of 17 pcf (pounds1
Driven tb
Bedrock
r
Driven to Refusai
-15
I8.214
(2) 40-Ton
Piles
.0 + , a .
21.01
- '"
18.71
(7) 35-Ton Piles
Driven to
Bedrock
Driven to Refusal
ls.
8 t
'2) 40-Ton
Piles
11 + Ci.l
21.0?
IF.
t.2) 35-Tan Piles
Driven to
Bedrock
}
Driven to Refusal
18.28
(2) 40-Ton
Piles
11 + 1
?5-Ton Piles j
Driven to
8pPlrsjck
i
Driven to Refusa
- -
2t1
-1
(2) 40-?on
Piles
11 + ?1.11
21,08
?'
18.84
(2) ?5-Ton Piles
Driver to
vie_-'rocL.
Driven to Refusal
j. KINAL GRAD!
Ii F
t
18.33
(2) 40-Tor
Piles
I1 + G ' "
21.11
;
(2) iS-Ton piles
nrivnn t :
<,.'ruc <
i
Driven to Refusal
2.WATER TA
+
1.11
i; L
i
`$. '°
(2) ail-ior
Piles
E,
1R -n.
<7 !4
15 Piles,
,
3.MAXIM UM ti
I)rIven to
�?�'rvck
y
r)riven to Ref�,sa l
., is2
13
!8, 38
(2 ; ,c �,.
", left
*
¢MAXIMUM t
Priv�n
riedrock
Ic
1f .40
Pi ;pis
0 S.Moxlr�nuM v`
Or Even
;cro,
9 +
7
'".G5
(
lA.4i
f'' 3' urn
br iven t
Pf•lus
i3P +ruck
17CCtTt HC
WORD
• RtFI1'5AO Arad FteftACe
WfTH ` 16*
4501L L OAL
MAXA 5e P eh
e:T RAT 10 M *11
-
5TA T_ 10 N
--,;�..z_
c�_ _.�.,
.SexyYr.:ry4'�d'.#'Ys�Y' h1..�62,";.:-:.'s.�'�
��-'o'7ki`-`�G`+ rn♦iRri'1i'b..'�1�4fF'ii^"
-
{�
4 ✓�