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/4 'MIN 5EE - -
,4L 50 .SPECIAL
CON5T• NOTE 7,
DWG 3
i
C
70R OF MIVA90ARY CUT —
_ /O MIN. f_e0M EDGE
o F PA VEMENT r ,
SLOPES APf VT- NA7Z1FW VME' AMAI 15 -
D15TUR,5E0 ,SHALL 5E THE -ATED W15LOPED
SL/APF,4CE' TREATMENT, ,45 PER SPECS.
CONSrT'UC770N L /"Ml
(:t LAkIE -'WA5H 61-MV SEE
SPEC /AL COA15T. AXTE -_Z,
DWG 3
/O1 ,
i0/�1/. I I
`-`—W17hW 7HE L 1Aftr5
-_ £X1577W- SHOWN, THE CONTtPAG7rJ,P
- GROUND SHALL PROD /DE SUCH
5101OE5 OR 5U10P0R7_5
A5 A.PE 'VECESSATI Y
0U.? /NG C0A(57*RUC7'10N
- x�F
TEMP. C&MS "-5A64LL 4TE_)F A'mfD / 42 A`PI�iPDX. 4 P /PE
TO APP1?OX ORIG/N4L GRADE W/ �/E,pTIC/,►L TREA/CH -SEE
iCL495 3T 5Z,155EQ1_1ENr 54CeF /LL =
T YP /CAL TRENCH SECT /OAt
;E,YCEPT' THAT M,4TER /,4L MAY BE TYPEC CONC. f3EDD /NG 5
EXCAVArrD ,8FrWEEN STAT /ON 0 (EE BELOW,)
AND 5TATiON 20
TYPICAL- - SIDE HILL SECTION
NO SCALE
I
t
I
I
I
.5 /D�" 5lOPE
CONMACMR.5
OPT' /ON. I
WXL GROUND
OD f 2' MIA-1
9" ofb 0VE7P
r'OP or P1104
i
I �
I �
J
O
J
BE/vT�./OtNT-
5PA C/NG - 6'- O MA X.
CIC ,QENTS 4 PIPE ✓O /NTS
EXCEPT WHNe& 01_HERWf_'5'E NO rl -
PCP
ra REF 3PfCS.
c
PILE CAP ELEVATION SIEC T ION 1
5
SCALE- V = 1' - 0 SCALE: 1/2" = V- 0
15= U_
/ =6 = 0 —It-6-
TYP.
o.
Q ,
A- -�
NOTE.•
R,f0k' /,DE D)P,1 1NAG5 D 17-C14 EACH 5/0E OF /MCP,
45 5#OWN, D/TCHE5 M,9 Y 55 E-QU/PME/V r
&YX PED.
V
F' T11
'44M., sew '41- •30
FRCP .SPEC /AL CONsr, NO77- 7
C c0N5reUCrFON``Tl[�1''7T5
/WASH. f L VD
V k
N.
IO f Vi4i�M5 '
tfiAX 7 A5 RFOVIRED
2-_ _AF 7 i AMAX FILL OVER FI L
EXCEPT -A7- L
5"X /Sr. ACCE55 CONC. P/L E CAE'
Z- * B XDADS.
_ 5E'E LEFT.
7�OWIOTH TYPICAL`- StECTION . OW PILES
PILES
NO SCALE
PIPE PILE SUPPORT -.
-e-
,
mo
5rD. MEMO
MANHOLE
SEE TYfP/CAL
'SURFACE
FRAME AND
CD!/ER
_
TRENCH 5EC770N
0CP 9"D TO
SEMI C/RCL -E
FOP DWR V5 /DNS OF
6~
MA NHOL E 5,45E SEE
M
6
APPiPDX. 3U.PFACE'
9 TYi°
DWG 3
_
OF /POC•(,
84 "i?CP
ID
,
°
TYPE C MANffOLE
/
F�CATlA770)V ZIM,6
& -Aof1A - FILL WI
FO/2 D/ME"N5 /OHS
6-#61, FAN 3
-
TY�°E d MATER /AL
ANO RE/NFORC/NG
EA. 5/
E OF
-
,55E 0WG 3, EXCEPT
MAIV
OLE
-� -
A5 N0 r5D
TYPICAL SECTION IN ROCK
*0 SCALE
• - ' - o. '`� I I ADD 3 - �!` S . � • - _ / - ` � ,
a I 1 I �' / c
' e 1 -44J- - -4--
7UP Cr
,BE/.7D /NG -' --r --, .. ; . •.. _
r `
rYPF /3 1=6
/000 F.51
C01VCRErE ' . 120' 5
o f
=
M _ -
� N- I
.5'
Pr 5
,.• -. .::o. - �- - °' •= PLAN SECTION Aoa /o- �sXs -7
° °
Q °.. E= I' 0
SCAL
gtCTION
'�; iii CH f�[7TTZ7M NAY $E
.Z. e O - , .. e SHAPED A5 SHOWN, AT S C ALE= 1/2 = I1 - 0
r CONT,P.9CTDjPS OPTION,
12"MIN• PILE MANHOLE SUPPORT
Pl�OY /DED THE NATURAL
_ (BOTX SIDES) 50 11L /5 NOr D/SrUReED.
TYPICAL TRENCH SECTION PJ�° Cif WAS
ID
NO SCALE
01 sTE . 1 ,�1 AS CONST'RUCTEL) ssioNAL
DATE MA,eCH
DESIGNED �r Y METROPOLITAN ENGINEERS MUNICIPALITY O F METROPOLITAN S E AT T L E TYPICAL TRENCH SECTIONS DRAWING NUMBER
R 202 c RENTON PILE SUPPORT DETAILS - C , 5
FILE - __
DRAWN OWG BROWN AND CALDWELL CAREY AND KRAMER - � SCALE SYSTEM SHEET NUMBER
RF`V HILL AND INGMAN R. BECK AND ASSOCIATES SUBMITTED RECOMMENDED APPROVED APPROVED APPROVE AS NOTED JUNE 1963 MI SC. DETAILS
CHECKED Design Engineer - Metropolitan glneers Project Engineer - M tropollton En veers Chief E ginger -Metro on Engineers For Metropolitan Engineers For Municipality of Metropolitan Seattle DATE - N -I_. 5 OF I I