HomeMy WebLinkAboutR-401463N
00
0
N
C
U
0
0
c
0
ca
J
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
SYM
ORIG I MITIGATION HANGAR
4), Ber erABAM
�
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
REVISION
� c/)
D O q
� � z
PLAN -
SCALE: 1 "=5'-0
BY
C1802421 ABAM
COFFERDAM B LAYOUT
APPROVED I DATE I SYM
MGW 10/09/18
REVISION
SS02
TU-17, AND
BY I APPROVED I DATE
L G. t�
ASFj!
BOE//V�
a
� w
✓j l'�1, 28710
�s1�NALG
CIVIL PERMIT SET
V3
DESIGN BY: BERGERABAM DATE 10/22/2018
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.
6. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS,
COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY
EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL
GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL
BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE
OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION
OR COMPLETION OF CONSTRUCTION.
7. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH
C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL.
8. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A
THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL
CONTROL, AND GRADING INFORMATION.
CUSTOM OIL WATER SEPARATOR VAULT OWS-067 PER
STRUCTURAL DETAILS ON SHEET SS02 THROUGH SS07.
ALSO SEE SHEET C501-6P FOR VAULT STORMWATER
REQUIREMENTS AND DETAILS
2> LINEAR MODULAR WETLAND SYSTEM RTU-017. SEE
SHEET C501-6M FOR DETAILS
LINEAR MODULAR WETLAND SYSTEM RTU-018. SEE
SHEET C501-6N FOR DETAILS
INSTALLATION OF SHORING/VAULTS TO BE COMPLETED UNDER A SEPARATE
BUILDING PERMIT
DRAWN DATE SUBTITLE
ACCEPTABILITY DEW 10 09 18
THIS DESIGN AND/OR CHECKED
SPECIFICATION IS APPROVED DJS 10 09 18
ENGINEER TITLE
APPROVED BY DEPT. I DATE DEW 10/09/18
SHORING DETAILS
R-401463
I IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C 180242 J' """0
R I Q v^ L 10/09/ 18
MITIGATION HANGAR SSW
SSW
RENTON SITE JOB NO. C180242 COMP NO.
SITE RENTON, WA DWG NO. RTN-YD-SS01
co
CD
Lf-)
co
CD
O
00
X,
u
00
Q
J
CIVIL MASTER