HomeMy WebLinkAboutR-401464T
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CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
SYM
ORIG MITIGATION HANGAR
'H'
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 BergerABAM
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33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
REVISION
BY
C1802421 ABAM
SHEET PILE COFFERDAM
\ SEE TABLE 1
� SECTION
5500-27 SCALE: NTS
TABLE 1
DEWATERED
NOT DEWATERED
H
SHEET
,
B
MAXIMUM ANTICIPATED
SHEET
,
B
MAXIMUM ANTICIPATED
DEFLECTION
DEFLECTION
11 '-0"
AZ 19
31.0'
10.4"
AZ 13
25.0'
8.4"
NOTE: STEEL GRADE 50ksi STEEL SHEET PILES
APPROVED DATE
MGW 10/09/18
SYM
REVISION
BY I APPROVED I DATE
1 /4" CHAMFER,
Pit. G.
BOE//V�
a
�✓j l'C'1, 28710
�s1�NALG
"A" CDAKI
SECTION - TRENCH @ TOW PATH
SCALE: NTS
STEEL PLATE COVER TABLE 2
SPAN
PLATE
"A" (FT)
2'-0"
1 3/8"
5.0
3'-0"
1 3/8"
5.0
4'-0"
1 3/8"
5.0
5'-0"
1 1 /2"
5.5
6'-0"
1 1 /2"
6.0
7'-0"
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$$
4'-0"
7'-01$
1.0
S 9'-0"
3'-0$$
4'-0"
7'-01$
1.0
S 7'-0"
2'-0$$
S-0"
5'-0"
3/4
S 5-0"
2'-0$$
0
5-0"
3/4
NOTE: STEEL GRADE 50ksi
CIVIL PERMIT SET
V3
DESIGN BY: BERGERABAM DATE 10/22/2018
ACCEPTABILITY IJDM
THIS DESIGN AND/OR CHEC
SPT
SPECIFICATION IS APPROVED ENG
ENGII
APPROVED BY DEPT. DATE 1MGW
ATE SUBTITLE
10 09 18
10 09 18
10/09/18 TITLE
SHORING DETAILS
EADED SPIKE* @ 18"
SIN 6" OF EACH EDGE
NE SIDE OF TRENCH
/8"012" EPDXY ANCHOR ® 18'
ERE ADJACENT GRADE IS
-TE PAVING.
ORMULATE THE CONTRACTOR'S OWN
EXTENT OF EXISTING SUB —SURFACE
TILITIES AND SUB —SURFACE
I ON THESE DRAWINGS. CONTRACTOR
I IlIJ I VLL I\LJI VIVJI UI LII I 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.
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-401464
1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C 180242 J I IVIUV 0 R G v^ L 10/09/ 18
MITIGATION HANGAR SS02 SS02
RENTON SITE JOB N0. COMP N0.
C180242
SITE RENTON, WA DWG NO. RTN-YD-SS02
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CIVIL MASTER