The URL can be used to link to this page

Home My WebLink AboutBLD2006-01358 Bulkhead - BLD Engineering / Geo-tech Reports - 10/19/2000 General Notes: STRUCTURAL NOTES RtCEIVE: . NOTES: JU 2 200 These structural notes supplement the drawings . Any discrepancy found among the drawings, these notes, and the site conditions shall be reported to the SLOPE CONDITIONS: 426 W. CEDAR T. 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 1V BUT FLATTER THAN 1H TO 1V: risk. The Contractor shall verify and coordinate the dimensions among all FOOTING THICKNESS SHALL BE INCREASED TO 15" 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 responsible for all bracing and shoring during construction. REINFORCING IN HEEL SHALL CHANGE FROM #41S @ 8"OC TO #4'S @ 6"Oc IF EXISTING SLOPE IS STEEPER THAN 1H TO 1V THIS STANDARD DOES NOT APPLY The contractor is responsible for determining the existing soil condition at the 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 the wall design, or place clean free draining sands and gravels with little or 35 PCF EQIVALENT FLUID PRESSURE no fines (silts and clays) as backfill for the wall . 343 PCF PASSIVE FLUID PRESSURE u = 0. 50 FRICTION COEFFICIENT All construction shall conform to the latest edition of the international Building 2000 PSF MAXIMUM BEARING PRESSURE Code. 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 per IBC Chapter 19, Section 07. Mixing, placement, and inspection 45 PCF EQIVALENT FLUID PRESSURE270 PCF PASSIVE FLUID PRESSURE shall be per Sections 03 , 04, 05, and 06. u — 0.45 FRICTION COEFFICIENT 2 . All reinforcing shall be ASTM A615 Grade 60 except as shown on the 1500 PSF MAXIMUM BEARING PRESSURE plans. 3. Concrete shall be in accordance with ASTM 150. f' c = 2500 PSI @ 28 daySn slump = 4" maximum, 6% Air entrained o i� NWNAsy/.�j � �A \ COPYRIGHT 200(o Q MC SQUARED, INC. r ALL RIGHTS RESERVED. 9�,c�9FGi� EPti� 4Q This plan is intended for use by JAPHET BULKHEADING INC. for erosion control S10NAL specifically for the job listed in the title block. JAPHET BULKHEADING INC. is hereby oc- granted the right to reproduce this material for plan check and construction � Is07l1ilO 1 purposes only. unauthorized reproduction or use of this document for any other purpose is JAPHET BULKHEADING INC. expressly prohibited. DESIGNED FOR: )V- LLD VJ This drawing is not intended to be inclusive of all cases or conditions and is 22 o fl 4,(�) specifically for a single use for the persons listed in the title block. �-� (.0 b SSS MC SQUARED, INC. strongly recommends that the owner, builders, etc. obtain the DESIGN WALL: (,vas LLAtJ Sprt S services of a licensed structural engineer to aid in the design of erosion = = DESIGN BY MS SfRUMIRAI. FOUNDATION UIVII,ENGINTM DRAWN BY RSC control walls which do not meet the requirements of this drawing. ILVI DATE 10-19-2000 -- - - SCALE AS-SHOWN 1235 EAST 4TH AVE. D SUTTEi 101 JOB NO. MC SQUARED OLYWM WA 98506 (360)754-9339 FEET NO. S�1 •O I N C O R P O RATE 1-0 `7 I NOTE: BULKHEAD IS FOR EROWN CONTROL ONLY. 1/4' ASPHALTIC JOINT FILLER LEVEL BACKFILL TO #4 NOSE BAR FULL HEIGHT OF LOWER MEET EXISTING SLOPE WALL AND FOOTING I I I I =1I I=1 I—I I—i I ' • CLEAN FREE—DRAINING I I ` BACKFlLL III HORIZ. BAR P _I� • EXISTING* SPACE EVENLY 0 a0 SLOPE ABOUT 12" O.C. 1 NEW BULKHEAD VERT.1 2" DRAIN --0 2_ 8' NOTE: CONTRACTOR TO FIELD 8'--0" O.C. -0* O 8'-0" O.C. 1 HEEL LOCATE JOINTS IN WALL TOE OF BEACH TOE SLOPE *#4's 0 8" O.C. 2" CLR , KEY IN WALL �. BAR 01 C 3' CLR. EAR M II . s . W-00MAX. UNDISTURBED - mil #4's 0 16' O.C. *#5'S 012"OC NATIVE SOIL 12" (2) #4's BAR 0 BASE . BAR. WITHOUT KEY *SEE NOTES ON SLOPE CONDMONS ON SHEET S1.0 *SEE NOTES ON SLOPE CONDMONS ON SHEET S1.0 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 0 12" - (4) 14's (J) #4's � � sz ' 4's 0 12' - 5 4's 6 4's 4 N AS 6' 3'_g' 6' _ - #4's 0 12" - (6) #4's (7) #4's n�S Il.r-� [HGT 4'-3' 9" 2'-10" - #4's 0 8" - (8) o ' " - 9 4's 9 4's 5 -0 12 3 4 #4s07 - ( ) ( ) O.. FG ISTE 6'-0- 1'-3' 4'-1" - #5's 0 10" - (7) 15's (10) 14'9 �'�Sr 1 Os*JRa ' 6'-0" 1'-3' 4'-1" V-3 #5's 0 7' — (7) 15's (11) 14's Ob CLASS B SOIL Fxpines07/111 o7 BASE TOE HEEL KEY VERT BAR M BAR O f3AR P JAPFiET BULKHEADING INC. 4' 3'-4' 5' 2'-3' - #4's 0 12" - (6) #4's (5) #4's DESIGNED FOR: (a x(tJ� �( o LAJ 5' 4'-3' 6" 3'-1' - #4's 0 12" - (7) #4's ((;) #4's "L10 A'�O Y_ '?oAo 6' 5'-2" 6 4'-0' - #4's 0 10 /2" - (9) 14's (1) 14's 7' 5'-6" 9" 4'-1' 12' #4's 0 7' 14's 0 8" (9) #4's (8) #4's DESIGN WALL: ( T�,w LvAA.A- 10 GL At.S A So t t S DESIGN BY MS 8' 6'-0' 1'-1' 4'-3' 11-9. #4's 0 5 /2" #4's 0 8" (11) #4's (9) 14's ram STRUCTURAL*FOUNDATION*MILENGIMM DRAWNBY RSC 9' 6'-0" 1'-1" 4'-1' 2'-9 #5's 0 'T� " t�S y �j" (7) #5's (10) 14's III, �w DATE 2oo0 SCALE AS-SHOWN 1235 EAST 4TH AVE. L SUITE 101 JOB NO. MC SQUARED OLYMPIA,WA 98506 I N C 0, K P O it A T E 0 (360) 754-9339 HEET NO. SZ.O