HomeMy WebLinkAboutR-417765SAWCUT 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.
1/4" CHAMFER,
SHEET PILE COFFERDAM
SEE TABLE 1
UTLNY
1�7
6' STRUT O.C. IN
HORZ. 24 KIPS
MAX. WORKING LOAD
SEEL PLATE
SEE TABLE 2
X
Ar ��.
\/ 0 STRUT O.C. IN /
HORZ. 24 KIPS
VAX. WORKING LOAD \/
8"x8"x3/4" TYP \
\ SHORING PLATE,
/ SEE TABLE 3
(� SECTION
SSSS01 SCALE: NITS
SS02
TABLE 1
DEWATERED
NOT DEWATERED
Hp
SHEEP
�B�
I
MAXIMUM ANTICIPATED
DEFLECTION
SHEET
�B�
MAXIMUM ANTICIPATED
DEFLECTION
11'-0"
AZ19
31.0'
10.4"
AZ13
25.0'
8.4"
NOTE: STEEL GRADE 50ksi STEEL SHEET PILES
WSFIZAAC
3330I 9N AImemeS It
CALL 48 HOURS
Me300
S3ao
fe 9B0012Kb
BEFORE YOU DIG
L: (2Wry, 1-
-800-424-5555
FAX: GM)431-2250
FAX: (i(6) 431-E350
SYM
RENSION
BY
APPROVED
mm
ORIG
APRON R — CENTRAL
C180242
WSP
MW
07/ 99/21
A
BUILDING PERMIT COMMENTS
RD 1
C180242
WSP
MW
06/03/21
REVISION
BY I APPROVED I DATE
i L_BOEArw"
IT"
SECTION - TYPICAL TRENCH @ TOW PATH_
— SCALE: NITS
STEEL PLATE COVER TABLE 2
SPAN
PLATE
"A" (FT)
2'—C"
1 3/8"
5.0
3'—C"
1 3/8"
5.0
4'—C"
1 3/8"
5.0
5'—C"
1 1/2"
5.5
6'-0"
1 1/2"
6.0
7'—C"
1 5/8"
6.5
8'-0"
1 3/4"
7.0
9'-0"
1 7/8"
7.5
10'-0"
2•
8.0
NOTE: STEEL GRADE 50ksi, MIN PLATE WIDTH 8'
SHORING TABLE 3
H
H1
H2
D
T (IN)
S 11 0"
3' 0"
4'—O"
7' 0"
1.0
S 9'-0"
310"
4'—O"
7'-0"
1.0
S 7'-0"
2'-0"
3'—O"
5'-0"
3/4
S 5'-0"
2'-0"
0
5'-0
3/4
NOTE: STEEL GRADE 50ksi
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED�PTTC
2
MIN
ASPHALT
3/4"Axl8" HEADED SPIKE* ® 18"
OC AND WITHIN 6" OF EACH EDGE
OF PLATE, ONE SIDE OF TRENCH
=EPDXY.
XYD
G
ITH
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 SAFELY
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 MANUFACTURERS INSTRUCTIONS.
5.
COFFERDAM AND TRENCH SHORING SHALL BE REMOVED FROM
THE SITE AT THE END OF EXCAVATION WORK.
SHORING DETAILS
APRON R — CENTRAL
RENTON SITE
MASTER 11
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
R-4177065�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
cviao"242...... A 07/09/L1
SS02 SSOid
lr
C 180242 con+r
RTN—YD—SS02