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1
1
Lu
GROUND SURFACE
SHEET PILE ---\
DEPTH (FEET)
0 r____ BOTTOM
4
10
20
30
EXCAV)
— (INCLUDING
OVER—EXCAV)
---------
62.4
590
666
35 ' —
HYDROSTATIC 1789
PRESSURE PASSIVE
PRESSURE
ACTIVE 661
PRESSURE
SURCHARGE —INDUCED
PRESSURE (100 PSF)
62.4
HYDROSTATIC PRESSURE
SECTION - 10 FOOT CANTILEVERED WALL
SCALE: NTS
IRfillim
S291
1. ALL PRESSURES IN POUNDS PER SQUARE FEET (PSI)
2. CALCULATE HYDROSTATIC PRESSURE USING FLUID DENSITY = 62.4 PCF
3. SURCHARGE INDUCED LATERAL LOADS IS UNIFORM AND EXTENDS TO THE DEPTH
OF EXCAVATION
4. PASSIVE EARTH PRESSURE INCLUDES A SAFETY FACTOR OF 1.5
5. IGNORE TOP 2 FEET OF PASSIVE PRESSURE
6. CONTROL GROUNDWATER USING LOCAL SUMPS
DEPTH (FEET)
0
4
12
GROUND Sl'�rn,.r
SHEET PILE
BOTTOM OF
EXCAVATION
(INCLUDING 2FT
OVER —EXCAVATION
---------- ---- --
62.4
20
533
30
35
HYDROSTATIC 1789
PRESSURE
SURCHARGE —INDUCED
PRESSURE (100 PSF)
62.4
ACTIVE 661 HYDROSTATIC PRESSURE
PRESSURE
SECTION - 12 FOOT CANTILEVERED WALL
SCALE: NTS
S291
EARTH PRESSURE DIAGRAMS DEVELOPED AND REPRINTED WITH PERMISSION FROM THE GEOTECHNICAL
ENGINEER, S&EE AS DIRECTED BY BOEING. DIAGRAMS ARE INCLUDED IN S&EE'S REPORT OF GEOTECHNICAL
INVESTIGATION DATED MAY 29, 2020 FOR THE APRON A —SITE STORMWATER IMPROVEMENT PROJECT.
SHORING EARTH PRESSURE DIAGRAM
S291 I S290 NU I I U SGALL
DATUM NOTE:
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PERMIT SUBMITTAL
DESIGN BY DOWL
DATE 09.29.20
PLANS PREPARED USING NGVD 29 AS THE
VERTICAL DATUM. TO CONVERT TO NAVD 88
ADD 3.556 FEET TO ALL ELEVATIONS. R-413747 BOWL
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
�� F WAs TT� THIS DESIGN AND/OR 'CHECKED �DO 09.29.20 SHORING EARTH PRESSURE DIAGRAM W5184605 — 09.29.20
ORIG 737 MAX FLIGHTLINE UTILITIES —APRON A Cl PROJECT RT MJM 04.13.16 — APRON A CI PROJECT —SITE DCN-06 RT MJM 09.27.16 �� �� SPECIFICATION IS APPROVED T. NEU 09.29.20 SHEET
— CITY OF RENTON PERMIT REVIEW COMMENTS RT MJM 05.23.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT MJM 10.28.16 ® !"' ENGINEER TITLE APRON A —SITE STORMWATER IMPROVEMENTS STALLS A3—A7 - - _ APPROVED BY DEPT. DATE M. METTLER 09.29.20 S291 7
- C � �
j L CHECKED v
APRON A Cl PROJECT SITE DCN-01 06.13.16 APRON A SITE STORMWATER IMPROVEMENTS-30% RT MJM 01.17.18 D. MURATA 09.29.20 RENTON SITE
36769 4 APPROVED JOB NO. COMP N0.
— APRON A Cl PROJECT — SITE DCN-02 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT MJM 07.14.20 .�
+�'�,S ECI STER��1$�'
- I APRON A Cl PROJECT — SITE DCN-03 08.05.16 — I APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT MJM 09.29.20 SIGNAL S APPROVED ]STRUCTURAL MASTER RENTON,WA DWG NO. 05—APRON—A—S291
0
N
rn
N
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