HomeMy WebLinkAboutWWP2703534.1-- '------------ -- -= f --- -
X
6 ROCKERY WALL
'
x�
,...._....,..__ ��.�g_
0
1
x
F
t
ER PIPE VENG9
x
1
;f=
ANE) ENE)
EXISTIN C @
G $" CON $.66°!0
1
I
r ,
x
,. „a
TO REM AIN
1'
,
EXISTING 8" COAIC. 8.66%
I
_
- TQ REMAIN
;.
Y
1
-
F77
1
L-;
10,
.._�
-
x
1
�0
i�. i
1�$t8s3
0+40-0+
- -
x
�.n
x x x
A��
-
�
r
J
Ii
RIM
+68-A6=
- 56.59=
�
"
AAA 4
"
I
PLAN VIEW
SCALE: 1"=20'
i
1.ELEV. 49.65
i
EXISTING 8" GONG.
- ----- 16.00
I
5.00
SANITARY SEWER MANHOLE
RIM- 44.02, LADDER N.!E., S.W.
11. - 35. 06, 8 CONC. EV. -34.00
I.E.- 35.16, 8"i CONC. S.
LE.- 35.24, 8: CONC. W.
33.00
o
d
c0
c0
Ln
co
d
O
O
CO
r)
co
c9
4M
00
0
O
c
r-
O
co
d
pj
N
pp
O
ap
co
06
�
CO
Ln
Ln
Ln
Un
a
d
�t
LL
u"
LL
LL
`L
W
W
W
W
W
LLJ
W
W
W
1+4*86 1+60 1+40 1+20 1+00 0+80 0+60 0+40
SEWER PROFILE - STA. 0+00.00 TO 1+81.78
SCALE: HORIZ. 1"=20'
VERT. 1"=2'
0+20 0+00
SEWER PLAN &PROFILE
A PORTIONO.-F THE NW111d. OFS.13C 18, TWP. 23N.,RGE. 5E., W.M.,
CITY OFRENTON, KING COUNTY, WASHINGTON
AS-E u
S=353402
--
1 " = 20'
0 10 20 40
°� N.T.S.
VERTICAL DATUM
CITY OF RENTON DATUM (NAVD 1988)
BENCHMARK NO. 280: TOP COB BRASS CAP EAST END OF
CONC. CURB @ S.W. CORNER FOREST DRIVE S.E. &
LAKEMONT BLVD. S.E. ELEVATION = 732.069 SET TEMPORARY
BENCHMARK, TOP N.W. CORNER CONC. STEP @ FRONT DOOR
RES. #6587 ELEVATION = 773,63
FILL SPECIFICATION
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS,
OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS,
TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL.
OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE,
ORDER, OR STANDARD.
PRELIMINARY
NOT FOR
CONSTRUCTIO
I T.lz�
TRENCH NOTE:
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION
FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE
OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT
SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE
SHALL BE RESPONSIBLE FOR WORKERS SAFETY AND PETRA
ENGINEERING ASSUMES NO RESPONSIBILITY, ALL TRENCH
SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER
49.17 RCW.
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY
VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE
TO LOCATE EXACTLY AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. PETRA ENGINEERING ASSUMES NO
LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
TOPOGRAPHIC NOTE:
THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA SHOWN
ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED
UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, PETRA
ENGINEERING CANNOT ENSURE ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR
FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE DRAWINGS AS A RESULT.
CALL 48 HRS
BEFORE YOU DIG
1-800-424-5555
I-
w LLJ
J J
f— F—
z z
W w
v)':.E:Ii �
0 0
�C) C z
T w LJ
> > CL,
�D_ a_ o
McI�
3
S�ONAL
�0
N
r
V
D
a
Co
a
c
c
c
v
r
ke
Q�
z
Lu
O
� O
O
Lo
o
z
I
� I
SHEET 5 OF 5
C4*0