HomeMy WebLinkAboutBLD2005-00947 Bulkhead - BLD Engineering / Geo-tech Reports - 6/7/2005 STRUCTURAL NOTES
General Notes:
These structural notes supplement the drawings. Any discrepancy found among the NOTES:
drawings, these notes , and the site conditions shall be reported to the SLOPE CONDITIONS: ✓ED
Engineer, who shall correct such discrepancy in writing. Any work done by the IF EXISTING SLOPE IS FLATTER THAN 2H TO 1V USE THE CHARTS AS SHOWN
Contractor after discovery of such discrepancy shall be done at the Contractor's IF EXISTING SLOPE IS STEEPER THAN 2H TO lV BUT FLATTER THAN 1H TO 1V: � 2005
risk. The Contractor shall verify and coordinate the dimensions among all FOOTING THICKNESS SHALL BE INCREASED TO 15" 426 k�✓
drawings prior to proceeding with any work or fabrication. The Contractor is BACKFILL SHALL NOT BE PLACED HIGHER THAN 6" BELOW THE TOP OF THE WALL-QR ST
responsible for all bracing and shoring during construction. REINFORCING IN HEEL SHALL CHANGE FROM #4'S @ VOC TO #4'S @ 6"OC
The Contractor is responsible for determining the existing soil condition at the IF EXISTING SLOPE IS STEEPER THAN 1H TO 1V THIS STANDARD DOES NOT APPLY
work site and making the appropriate determination as to the existing soil class DESIGN CRITERIA:
present. The contractor shall use the wall appropriate for the site. DEFINITIONS & SOIL ASSUMPTIONS:
CLASS A SOIL:
If the existing soil at the site does not match either Class A Soil or Class B FREE DRAINING GRAVELS AND SANDS WITH LITTLE OR NO FINES TO IMPEDE WATER FLOW
soil the contractor shall contact MC Squared, Inc. at (360) 754-9339 to assess ASSUMED WEIGHT: 110 PCF ems=
the wall design, or place clean free draining sands and gravels with little or 35 PCF EQIVALENT FLUID PRESSURE l� 11.
no fines (silts and clays) as backfill for the wall . 343 PCF PASSIVE FLUID PRESSURE
All construction shall conform to the latest edition of the International Building ++ = 0. 50 FRICTION COEFFICIENT
Code. 2000 PSF MAXIMUM BEARING PRESSURE
CLASS B SOIL:
Concrete & Reinforcing Steel : SANDS AND GRAVELS WITH SOME FINES (SILTS AND CLAYS) THAT PROHIBIT FREE DRAINING
1. All concrete work shall be per the 2003 IBC Chapter 19. Tolerances ASSUMED WEIGHT: 110 PCF
shall be 45 PCF EQIVALENT FLUID PRESSURE
per IBC Chapter 19, Section 07. Mixing, placement, and inspection shall be per Sections 03, 04, 05, and 06. 270 PCF PASSIVE FLUID PRESSURE
= 0.45 FRICTION COEFFICIENT
plans.
2 . All reinforcing shall be ASTM A615 Grade 60 except as shown on the u = PSF MAXIMUM BEARING PRESSURE
3. concrete shall be in accordance with ASTM 150.
f' c = 2500 PSI @ 28 day
slump = 4" maximum, 6% Air entrained PAL S
.r of WAS '9
COPYRIGHT 2005 �w
MC SQUARED, INC. 'r _
ALL RIGHTS RESERVED.
q
This plan is intended for use by ]APHET BULKHEADING INC. for erosion control
specifically for the job listed in the title block. ]APHET BULKHEADING INC. is hereby ONAL EEO
granted the right to reproduce this material for plan check and construction �zSloS
purposes only. vav+Es07/11/ OS
unauthorized reproduction or use of this document for any other purpose is JAPHET BULKHEADING INC.
expressly prohibited.
DESIGNED FOR. NGAAeD GIa�St�2—
This drawing is not intended to be inclusive of all cases or conditions and is 23 c) goe-v F.► T)Q-
speci fi cal 1 y for a single use for the persons listed in the title block. Ll LL i UJ"R, Val A 9 `0 S S S
MC SQUARED, INC. strongly recommends that the owner, builders, etc. obtain the DESIGN WALL A.L%- wALL iv C_LAsS A SOILS
services of a licensed structural engineer to aid in the design of erosion DESIGN BY MS
control walls which do not meet the requirements of this drawing. rV7= MUM AL`FOUNDA110NIC[YII,IIVCIXF�RS DRAwNBY RSC
MM �„_ DATE t o t s 2000
SCALE AS-SHOWN
1235 EAST 4TH AVE.
SUITE 101 JOEI NO.
MC SQUARED OLYMPIA,WA 98506
I N C O R e O R A r 8 n (360)7549339 IS HEET NO. S1 .0
NOTE BUL*fAD IS FOR EROSION CONTROL ONLY. 1/4' ASPFIALTIC JOINT FILLERLEVEL BACKFlLL TO NOSE BAR FULL HEIGFTT OF LOWER
MEET EXISTING SLOPE
VY/1t.L AND FOOTING
CLEAN FREE—DRAINING � — —
BACKFILL
HORIZ. BAR P
EXISTING SPACE EVENLY O ao
SLOPE ABOUT 12' O.C.
1 NEW BULKHEADr
1 ,.y 2"0 DRAIN O VERT. 20 DRAIN
'
1 8'—O' O.C. HEEL 2' " O S O.C. NOTE: CONTRACTOR TO FIELD
LOCATE JOINTS IN WALL
TOE OF
SLOPE BEACH TOE
#4's O 8" O.C. 2" CLR (, z KEY IN WALL
�' .. BAR 0 -r N
3" CLR.
6'-0" MAX. BAR M
UNDISTURBED #4'a O 16' O.C. '#5'S 012"OC
NATIVE SOIL 12" (2) #4's BAR 0
BASE
. BAR.
*SEE NOTES ON SLOPE CONDRIONS ON SHEET S1.0 ;SEE NOTES ON SLOPE CONDI` IONS ON SHEET S1.0 WffHOUT KEY
CLASS A SOIL
HGT BASE TOE I HEEL I KEY VERT BAR M BAR 0 RAR P
4' 2'-6" 6' 1'-4" — #4's O 12' — (4) #4's (5) #4's
5' 3'-0" 6' 1'-10" — #4's O 12" — (5) #4's (6) 14's P�,L S
6' 3'-6' 6' 2'-4" — #4's O 12" — (6) #4's (7) #4's E WAS
7' 4'-3" 9" 2'-10" — #4's O 8' — (8) #4's (8) 14's ` t
'—no 12' 3'-4" — #4'9 O 7' — (9) 14's (9) #48 t 2
9 — 1'-3 4—1 — #5 s O 10 — (7) 15 s (10) 14 s p{LS 1L,..� 90 '9F
.c� GISTf� a�
10' 6'-0' 1'-3' 4'-1' 1'-3 #5's O 7" — s s V f ate-. OMAL S Z SI DS
CLASS B SOIL
071111 oS _
HGT BASE TOE I HEEL I KEY VERT BAR M BAR 0 1 84R P
JAPHET BULKHEADING INC.
4' 3'-4" 5" 2'-3' — #4's O 12" — (6) #4's (5) #4's DESIGNED FOR: tLy�R(� G ST f�IL
5' 4'-3" 6" 3'-1" — #4's O 12" — (7) #4's (6) #4's o A<,101_I4_ mac k b�
6' W-2" 6' 4'-0" — #409 O 10 /2" — (9) #4's (7) 14's
LtLL-% vtrAruF . DOssS
70 5—6 9. 4—1 12 #4 s 0 7 #4's 0 8 (9) #4's (8) #4 s DESIGN WALL A t t NjjXLL (Xj L LA S S A S O N S
r r ■ i ■ r • . . . ■ , r DESIGN BY NIS
8 6—0 1 —1 4—3 1 —9 #4 a O 5 /2■ #4 a O 8 (11) #4 a (9) #4 a MQCI1J)ZpI,I FOUNWON'CIM D CINEEBS DRAWN BY RSC
9' 8'-0" 1'-1" 4'-1' 2'-9 #5'a O 't I�ZII ¢S �, �j° (7) #5's (10) #4's rw,
DATE 10-19-2000
Lo 1235 EAST 4TH AVE. SCALE AS SHOWN
Ar4r T�,tZ 141, sum 101 JOB No.
MC SQUARED OLYW A,WA 98506
I N C O R P O FtA T H 6 (360)754-9339 FE�NO. S2.0