HomeMy WebLinkAboutS-071303EX15T• C 17"Y OF5174TTLE
14114rz"f DEPT. MANHOLE
0�10pol*
70
Pral
50
4_17-
274
36 "
MH. R /O- 3/
_554.2&-A43.16
N / 75,57&, 09
E. 1669,924,-34
I�
i
26f
I
PAC /F /C • MH A710-92
C0,45 7' .57A. 29-115.16
175,514.75
(SEE 5/ -'ECSJ E 1669, 890. /O
srua �
k � �
n
20'
.IACrED
0'055 /NC
2 1/�4L J/E
CHAM/3E2
�P /I�E�P C20SS /NG ��
J SEE NOTES 2 7-14iPU4 �}
W 36 „
it
- -- l — — 80 24 " "MI V I. D. C,45 /NG
PIPE, -% "MIN. TH /CIMF.5 5:
C45/NG .6HA1- L BE ACJ6'-
U/ZED
1,A1 7-0 PLACE:
0
0
SCALE = HORIZONTAL I "= 50',VERTICAL ["=10"
BL�fjrl r ..y.� +ii �: �i9
I
,PE.STO,PE D /.57ZIP16ED PAVEMENT
/N A /ND, 57.4 TE OF X1,491-1 HW k'
S/°ECS., CLASS B
off-
Q,
SUBSEQUENT BACKF /L L
CLASSII, UNLESS OTyE ?- 42 "RCP
-W /5E NOTED.
/000105/
/NIT /AL SACKFIL L, 67 ASSN, CONC.
UNLESS OTHE'r'!rt/ /SE
NOTED.
,o__
TYPICAL ROAD SECTION
ASPHALTIC SURFACED STREETS
NO SCALE
—8 ~CPUSHED ROCK
BASE- �4 "S�PB 2 Z
5 /DE SLOPE
CONT2ACrOR5
OPT /ON
924
VE1?rICAL
IN /T /AL CI =
UNLE55 07_YE- 1FW 15F
NorE'o.
a=
h-
33f
=6
34(*
0
1
c/ TY of
5EATTL E
W,4TE'R
'DE-,Or F /w..
11ER77CAL TiPENCH, !41A -If E 9 EQ0
OAP /6' //NAIL G�POUND
i -
h
Q T�PENCH
O
-O. D. 0,r;71,05
\ o
' •� O - •o Q: D -• I C� ,C_ •..per C;'
L
t-
�r
0
166
1
70
GO
50
MH R /O -,33 rMEAS, MA/VHOL E)
5TA . 3574 34
N, /7¢ 970.2/
E, 16691 ,595, 76
,f
.SEE NOTE- /
ho
�� �� �EX�srsroRi�,yH
ie"-6TV15 iPLUG `
11VV 69, 77 42 ",MCP
/000 P5/
11vV 52.16 AT mYro �OIp ONC.
ll Il
PLUG EXIST. 24 _/_9
51..5.51
-30
---------- ----- ► -� -'� loll't. - --
loe
CONC. COL LAI,P FO?
6_0N5T. A1&5 -W 24 '.5T0PW DI?A1N TO �
CA 5 /NC CEDAR R /kSP 4/OF/?Or /04. L Z.
F.
SLOPE = O.0/ _ /?EPL ACE AND /lF
1N ?11c7- ?AP, ,4.5 2EQ;0.
DETAIL- 24 "STORM DRAIN AT STA. 0 +08
NO SCALE
TYPICAL SEMI - CONFINED TRENCH
NO SCALE
SECTION TYPICAL STREAM CROSSING
CEDAR RIVER
NO SCALE
DESIGNED ryV )'
METROPOL ITAN ENG INEERS
�P /VEEP
OTTOIt�J
,svB.sEQUEN r
M E T R 0 P 0 L I
T A N
SEATTLE
,BAC /�F /L L —SEE
PPOF E
0
-
Q "
O
_
CHECKED �F(/I/
/L
SUBMITTED v J
Design Engineer - Metropolitan
RECOMMEfVDEp
APPROVED
APPROVED }" /(- -��' iii'_ / }c/
/,_�C;P
` -GALE
AS NOTED
Engineers
Project Engineer - Metropolow, En mn ers
OF PIPE
M
/2 M. ✓, P /pE
-
For Municipolity of Metropolitan Seattle
5UBSEQ[1ENT
_ O I
_ �
,3ACKF /L L
42 'WCF
gEDDiNG (0 11V1r1AL
0
NArivE RivE?
BACKF /LL G2ANULAk'
" ° o :
_
ko
30 7OM MTL
/ 000 105/
MATE,P /A L I % "MAX,
CONC
O ::
_
n ' b,•
a or
TYPICAL SEMI - CONFINED TRENCH
NO SCALE
SECTION TYPICAL STREAM CROSSING
CEDAR RIVER
NO SCALE
DESIGNED ryV )'
METROPOL ITAN ENG INEERS
MUNICIPALITY
OF
M E T R 0 P 0 L I
T A N
SEATTLE
DRAWN PWG
BROWN AND CALDWELL CAREY AND KRAMER
,t •
_
CHECKED �F(/I/
HILL AND INGMAN R W BECK AND ASSOCIATES
SUBMITTED v J
Design Engineer - Metropolitan
RECOMMEfVDEp
APPROVED
APPROVED }" /(- -��' iii'_ / }c/
v
APPROvEf� y -1 /41
` -GALE
AS NOTED
Engineers
Project Engineer - Metropolow, En mn ers
Chief Engineer -Met
po ton Engineers
For Metropolitan Engineers
For Municipolity of Metropolitan Seattle
FILER 210 B -
DATE __LME 1963
RENTON
SYSTEM
NorE5:
i ✓AC /l1/VG P1 77,5 5 H L L NOT 8- CL 0.6FI? THAN 6
FEET FROM EDGE OF PAVEMF1V 7
2 Z7,rCA 1114 r /ON F02 P11cf- L A YI NG /N THE CE-D,4 2/ VE-R
51-IAL L 6F BEHIND THE F 1?O7-EC7"10N OF A D/l�rE OR
CoFFS -RDA M. THE D / /lE OR COFFE'2DAM SHALL
NOT EXTEND MOPE• THAN ONE- HA L F OF THE w,4 Y
ACROSS THE .5TRE-A M 09 CHANNEL AT ANYONS r /ME.
3.
RIP- A7,4P MATE�P 1,41-5 12EMO!/ED FPOM THE NO2TH
BANK SHA L L BE /76'101- ACED 11V 5UCI -/ 4 MAl NIVS-R
TO PREIiENr THE /2 8E1/VG WA5HED OUT /3f' H161-1
5TREAM FZOW5.
THE RIVER CIPO.55 M4 ,v BE' _57-412rED DURING rHE t OW
FLOW R" /OD AFrER .&INS- /, 1963 4ND 51-IAL L f3E COM-
PL ETE'D NOT L,4 TER THAN .SEPTEMBER /, 196.9
rCA(�� w4 J• Z
n� AS CONSTRUCTED oFSSc1STE��C3
104 DATE APRIL 13, 1964 /VAL
DRAWING NUMRER
CEDAR RIVER TRUNK- SECTION 2 e, 4
STA. 28 +50 TO STA. 33 +00 SHEET NUMBER
4 of 4