HomeMy WebLinkAboutR_4013126C'7
i
LU
WE
0
N
N
00
N
L
0
z
E
0
0
ca
m
J
0
w
of z
c�
w
O N
(n
a
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
m
SAWCUT EDGE OF
EXISTING PAVEMENT
SHORE EDGE OF PAVING AS
NESESSARY WITH CONCRETE EDGE
FOOTING TO PREVENT PAVING FROM
\
UNRAVELING OR BECOMING
DISTRESSED. TOP OF COFFERDAM WELL
HAS SIGNIFICANT DISPLACEMENTS
UNDER DESIGN LOADS AND MAY
RESULT IN LATERAL SPREADING OF
\
NEAR SURFACE SOILS, CONTRACTOR
SHALL MONITOR AND ADD TO EDGE
FOOTING AS REQUIRED TO MAINTAIN
\
EXISTING PAVING NEEDED FOR
ONGOING BOEING OPERATIONS DURING
CONSTRUCTION.
I X\
n SECTION
5500-27 SCALE: NTS
SHEET PILE COFFERDAM
SEE TABLE 1
TABLE 1
DEWATERED
NOT DEWATERED
H
SHEET
B
MAXIMUM ANTICIPATED
DEFLECTION
SHEET
B
MAXIMUM ANTICIPATED
DEFLECTION
5-0"
AZ26
34.5'
10"
AZ23-800
32.5'
8"
7'-0"
AZ36
34.5'
11 "
AZ28-700
33.0'
9.35"
9'-0"
AZ46
38.5'
13"
AZ32-750
33.5'
9.33"
11'-0"
AZ50
41.5'
19"
AZ36
34.0'
12"
NOTE: STEEL GRADE 50ksi
GENERAL NOTES
1. THE CONTRACTOR SHALL FORMULATE THE CONTRACTOR'S OWN
CONCLUSIONS AS TO THE EXTENT OF EXISTING SUB —SURFACE
CONSTRUCTION. NOT ALL UTILITIES AND SUB —SURFACE
CONSTRUCTION ARE SHOWN ON THESE DRAWINGS. CONTRACTOR
HAS FULL RESPONSIBILITY TO AVOID SUB —SURFACE UTILITIES
AND CONSTRUCTION.
2. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS
AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF
ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION.
3. THE PRIME CONTRACTOR AND SUB —CONTRACTORS ARE
RESPONSIBLE FOR THE CONSTRUCTION PROCESS AND SAFETY
OF THE WORKERS. THIS INCLUDES, BUT IS NOT LIMITED TO,
THE CONSTRUCTION SEQUENCE, TEMPORARY HAND RAILS,
EXCAVATION ACCESS AND BARRIERS. IT ALSO INCLUDES LIFTING
OF MATERIALS AND CONSTRUCTION EQUIPMENT INTO AND OUT
OF THE EXCAVATION, TEMPORARY SHORING OF EXCAVATIONS
AND STABILITY OF TEMPORARY EXCAVATIONS AND CUT SLOPES.
4. PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL
BE APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
5. COFFERDAM AND TRENCH SHORING SHALL BE REMOVED FROM
THE SITE AT THE END OF EXCAVATION WORK.
SYM REVISION BY APPROVED
— APRON R INFRASTRUCTURE W4700331 ABAM MGW
A CITY OF RENTON COMMENTS W4700331 ABAM MGW
B I REID MIDDLETON COMMENTS W47003311 ABAM I MGW
DATE SYM
06/21/18
10/01/18
11/15/18
REVISION
BY I APPROVED I DATE
1 /4" CHAMFE
TnTAI C`nA Al
SECTION - TRENCH @ TOE PATH
—28 SCALE: NTS
TOTAL SPAN
STEEL PLATE COVER TABLE 2
SPAN
PLATE
"A" (FT)
5'-0"
2'-0"
1 3/8"
5.0
6'-0"
3'-0"
1 3/8"
5.0
7'-0"
4'-0"
1 3/8"
5.0
8'-0"
5-0"
1 1 /2"
5.5
9'-0"
6'-0"
1 1 /2"
6.0
NOTE: STEEL GRADE 50ksi, MIN PLATE WIDTH 8'
L G. ,
IV
ff"A®5//V"
a
28710
GRAi
SS��NALyG
SHORING TABLE 3
H
H1
H2
D
T (IN)
S 11'-0"
3'-0"
4'-0"
7'-0"
1.0
S 9'-0"
3'-0"
4'-0"
7'-0"
1.0
S 7'-0"
2'-0"
3'-0"
5'-0"
3/4
S 5'-0"
2'-0"
0
5'-0"
3/4
NOTE: STEEL GRADE 50ksi
NOTES:
1. DO NOT SUPPORT TRAFFIC PLATES WITH SHORING PLATES.
2. PROTECT EXISTING UTILITIES FROM DAMAGE.
3. WHERE CAVING CONDITIONS ARE ENCOUNTERED DURING THE INSTALLATION
SEQUENCE, NO FURTHER INSTALLATION SHALL BE ALLOWED UNTIL THE
CONTRACTOR SELECTS A SUITABLE METHOD TO PREVENT GROUND MOVEMENT.
4. MISC STEEL SHALL CONFIRM TO THE FOLLOWING (UNLESS OTHERWISE
NOTED):
W SHAPES ASTM A36 Fy = 36 KSI (OR BETTER)
ANGLES/CHANNELS ASTM A36 Fy = 36 KSI
PLATES ASTM A36 Fy = 36 KSI
ACCEPTABILITY IRGP
THIS DESIGN AND/OR CHEC
SPECIFICATION IS APPROVED SPT
ENGII
APPROVED BY DEPT. I DATE MGW
i BergerABAM
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
Al L SUBTITLE
06 21 18
06 21 18
06/21 /18 TITLE
EADED SPIKE* @ 18"
iIN 6" OF EACH EDGE
NE SIDE OF TRENCH
,/8"012" EPDXY ANCHOR ® 18'
ERE ADJACENT GRADE IS
=TE PAVING.
CIVIL PERMIT
COFFERDAM & SHORING DETAILS
r_�,Salle] 1■son IIIato= 1:0011111to] :41
RENTON SITE
INSALLATION OF VAULTS TO BE COMPLETED UNDER
A SEPARATE BUILDING PERMIT
R-4013126
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W4700331 J' ""' D " ' ` 11 / 15/ 18
S%1300-28 S26
JOB NO. COMP NO.
W4700331
RENTON, WA DWG NO. 4—APRON—R—S500-28
CIVIL MASTER
SITE