HomeMy WebLinkAbout1651-16" SHEETING PILING
c BACKFILL (90%) f ; _ A _n.- ,`� 12 EXIST 8
PZ 2? ASTM A328
-- — --: \ GROUND S = 30,2 PER L.F OF WALL
EXIST
GROUND r ' x , ; ' ' : • — ,.:_ ._ — - --- ~-
EXIST G
ROU ND
p: o� o o
. IO�X 25 CHANNELS
2 ea.}
' CONCRETE ANCHOR o CONTINOUS CONCRETE
2• BLOCK (CONTINOUS) o N ANCHOR BLOCK
--�.. 22 -0 ;;� (L= 124!
- 18' X 14' R.C.B. 2•_0
o a
NATION FOR SHEET SEE DETAILS ON X �'°
ANCHORBLOCK-.DRwc I7} � .. �• : ... ,
a•
N.T.S. o TIEBACK SYSTEM �: ,•
5� -12"
i (SEE DETAILS THIS A'
IMPROVEMENT N co SHEET)
18� X 14' R.C.B. 1113.51 F L.
1115.83 F L. '
�. S TA.217+07.47 STA. 217+4747. a' 2.,,.
LR
• _ A ; • ,
S:: 0.60% BOTTOM OF EXCAVATION � 19, p � � , (TYP)
18 +' �� a ' 3/4! < 12 X 12..
^� STEEL. SHEET PILING 0° ! 3/4 0. TIE ROD STEEL PLATE
SHORING (SEE DETAILS k A572 (GR 50)
THIS DRWG,) 6 0. C. ` r�
'� 5 12
10 � A
PROFILE GRADE LONGITUDINAL SECTION
SECTION THRU R.C.B.
N.T. S.
i
A1: a aF R/W �
TELEGRAPH POLE
' TO BE RELOCATED
BY OTHERS
HO R (Z. 1"=10`
10 X 25
CHANNELS (2ea )
3000 PSI IN 28 DAYS a
SHEET PILING SHORING " ~
TIEBACK SYSTEM
R/W N.T,S.
I CHAIN LINK FENCE ( PROTECT IN PLACE)
�- FCD Rrw
)IV. DRWG. NO. L•-6-35333) '
FCD R/ W
EXIST CONC. BLOCK WALL
(PROTECT IN PLACE)
A. 222+'50
SHEET PILE SHORING CONSTRUCTION NOTES
1, CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND SEQUEI`ICE OF OPERATIONS
FOR, APPROVAL BY A.T. & S,F RAILROAD PRIOR TO CONSTRUCTION, INCLUDING
SHORING PROCEDURE, METHODOLOGY, MATERIALS, ETC.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE.
3. ALL CONSTRUCTION SHALL CONFORM TO REQUIREMENTS OF INDUSTRIAL SAFETY
DIVISION OF THE STATE OF CALIFORNIA, AND OF THE LOCAL BUILDING CODE.
4, CONTRACTER SHALL LOCATE ALL EXISTING UTILITY LINES PRIOR TO EXCAVATION
OR SHORING,
5. CONTINUOUS INSPECTION BY THE SOILS AND . MATERIALS TESTING ENGINEER IS
REQUIRED FOR. ALL SHORING CONSTRUCTION.
6. ALL STRUCTURAL STEEL PER ASTM A-36 SPECIFICATION, EXCEPT AS NOTED.
y v .
ALTERNATE NO. I SHEET PILE SHORING)
REVISIONS SAN BERNARDINO COUNTY
MARK DATE DESCRI PTION BY FLOOD CONTROL - DISTRICT
,2
DATTEE SAN SEVAINE CHANNEL
•
SHOOFLY SHORING DETAILS
PROJECT ENG R. DRAWN BYJ DESIGNED, BY
SUBMITTED BY ENLARGED PLAN ,
12/87 ENGINEERING DIVISI N A.T. a S.F.R.R, CULVERT
)ATE -RECOMMENDED BY:
ASSIST FLOOD CONIROL ENG.R DA TI ' F.B. REF FILE NO. DRWG. NO.
--- APPROVED BY: 1/,12/87 �, 16 0 F. 19
FLOOD CONTROL ENGINEER