HomeMy WebLinkAboutR-369315322'-1158"
lnent Retaining Wall 41
G,E. = 29.50
Ete.. 34.00--�
Ground Line at
Back of Wall
Elev. 32.00 (Max.)
1
Excavation
Line Elev.
16'-4
Retaining
#1 I �--- Abut. #1
I�/3'-4"
109'-2" Structure ODeni
102'-6" Bk.-to-Bk. of Abutments New Bri
Abut. #3
r + r r r r
'�... - y. a. _ J..- •J-. - 1- - . - - - -
53a
I
i 538
-•� ---------- - - --- -- -- - ------ - --- - - --- -- - -------- ----- ----,-
(-)1.00 --------
I � I i
Anchor Locotions 2 -6 4 Spa. @ 6'-0" = 24'-0" 5'-61, � 5'-0"1 �2 41,2"
tSee Note 6)
- -- - - Al.
Bottom -of -Sheeting
Elev. t-)18.00
O O
m •ar;es
/ _LEVEL A_ A
Smooth PVC cr
Polyethylene t e.
200 or 250 `
/j,A
Typ.
`eo Bpi.-�
;K
-Seal end with taper Typ.
�B
SHORING ELEVATION - STAGE II
* FINAL GROUND ANCHOR LOCATIONS SHALL BE PROVIDED
AT LOCATIONS THAT DO NOT EXCEED THE INDICATED
SPACINGS BY MORE THAN 6". THE ANCHOR LOCATIONS
SHALL BE REVISED TO BE LOCATED AWAY FROM PILE
KNUCKLE LOCATIONS AND TO LIMIT THE AMOUNT OF
SHEETING WEB REMOVAL REQUIRED TO PROVIDE THE
NECESSARY HOLES THROUGH THE SHEETING. ate 6" min. dia. casi
th !� !� V C O
ogee Cron t Prestressing steel
strands with smootl
d AnahOr c.._ plastic sheathing
Spacer (1,2" minimum height)
@ 5' maximum spacing, Typ.
�iB
Temporary Retaining Permanent
wall #2
3 4 I
22' -11 sle `
Retaining Wall #2
G.E. = 30.50 '
I
,_'Elev. 34.00
T/T Elev. (See RA-02)
I I
54C 60C
i Excavation Line
- - Elev. (-)l.00
2'-G" I 3 Spa @ 5'-6" 3 Spa. @ 6'-0" 2'-41,2" 1
(See Note 6) = 16'-6" = 18'-0" Anchor Locations
.I I
1 J Bottom of Sheeting �,
Elev. (-)18.00
10 it
SECTION A -A
)Encapsulation cier
bond length with Internal grout
,2' dio. smooth prestressing steel it III
astic sheathing strands pregrouted
inside "1 )7I,
Spacer & centralizers -
alternating @ 5'
moximum spc1ng
xternal grout +1 Corrugated
,not in tension) Polyethylene
or PVC
YeH SEE NOTE 3
SECTION B-B
External grout
(in tension)
Prestressing steel
strands
�o
o- End Cap c
NOTES•
o
Greased and Shoathed
Prestressing
-,. = D
Steel Strands, Typ.->.
1. ALL 0.6" DIAMETER 7-WIRE, LOW RELAXATION 270 ksi PRESTRESSING STEEL STRANDS
SHALL BE ASTM A416.
Corrugated sheathing and
2. FOR DETAILS OF WALER d BRACKET ASSEMBLY, SEE SHEET RA-10.
'X'
internal spacers/centralizers
XY = ANCHOR DESIGNATION WHERE IS THE
COLUMN NUMBER
at 5' maximum spacing, Typ.
3. CONTRACTOR SHALL FURNISH AND INSTALL GROUND ANCHORS MEETING THE REQUIREMENT: FOR
AND 'Y' 1S THE LEVEL.
_.
_LEVEL
C
DESIGN LOAD, UNBONDED LENGTH. AND LOCK -OFF LOAD SHOWN IN THE GROUND ANCHOR SUMMARY
_-_
TABLE. ITEMS INDICATED WITH 3 ASTERISK () SHALL BE DESIGNED OR SELECTED BY THE
G.E. = GROUND ANCHOR ELEVATION AT WALL
CONTRACTOR. ALL MATERIALS AND WORK SHALL BE IN COMPLIANCE WITH THE PERFORMANCE
F.L. = FOLD LINE
SPECIFICATION FOR GROUND ANCHORS (SEE SPECIAL PROVISIONS).
c„
4. AFTER THE SHEET PILE 1S DRIVEN TO ITS FINAL LOCATION, NO EXCAVATION 1N FRONT OF
WORK WITH SHEETS RA-07, RA-09, AND RA-10.
Front Face
SEE NOTE 3
THE WALL SHALL BE MADE IN EXCESS OF 1'-6" BELOW THE GROUND ANCHOR HOLE LOCATION IN
THE SHEET PILE UNTIL THE GROUND ANCHOR, WALERS, ETC. HAVE BEEN INSTALLED. TESTED,
AND APPROVED,
PZ 40
Sheet Pile
5. THE PERMANENT PORTION OF THE RETAINING WALLS HAS BEEN DESIGNED FOR A TEMPORARY
EXCAVATION DEPTH OF ELEV. -1.0, AND A PERMANENT FRONT FACE GRADE OF ELEV. 14.0 WITH
A 3:1 SLOPE TO THE PROPOSED ROADWAY. ALL TIEBACK LEVELS SHALL REMAIN IN PLACE FOR
THE PERMANENT PORTION OF THE WALLS. ANY EXCAVATIONS BELOW THE SPECIFIED DEPTH OR
PEMANENT CONDITIONS WITH A LOWER FRONT FACE ELEVATION REQUIRE CONTRACTOR DESIGNED
1 WALLS APPROVED BY THE OWNER.
LL
SHEET PIKE WALL WITH
PERMANENT GROUND AIJCHOR
SESHOWNTED U�TO3'-O` �FROM
A6. DJACONNDFAONCOHDRNE53ALLSOBHER3ANCHOFS T08BE&LOCATM
R-3693153
FEDAID: STPUL-1276(004)
HPP-1276(005)
�i BergerABAMI
Q7
ADDENDUM N0. 1
Ao,N/
MAF
7-10—
2013
asom
"Hc
AS SHOWN
wssa"w"w,ti'urm�
CITY OF
�•" RENTON
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT2A
t2/OS/11
"
a
CALL 48 HOURS
��
`\ti
HANSON
RECORD DRAWINGS 7/31/2014
�'
D
A
BEFORE YOU DIG
33301 9th Avenue South, suite 30o
CDP
° �
�,�
�rl nu s�,,c 1
DATUM
Public Works Department
Approved For Construotlor,
BNSF BRIDGE N0. 11.07 L.S. 0051
RA-08
w
1-800-424-5555
Federal Way, Washington 98003-2600
206 431-2300 Fax: 206 431-2250
( ) ( )
/)Copyright Hanson Prolessimol Services Inc. 2011
N0.
RE i` ION
BY
DATE
-`,PPR
^^ T�
nAr
Da c LORD"""
Robert M. Hanson P.E. Dote
SHORING ELEVATION STAGE 11
—1 64 231