HomeMy WebLinkAboutWWP2703222.3z
0
z
m
0
<
fA
Yn
_0
Lli
0
<
Ell
6
C5
ci
6
0
_j
__j
<
uj
c;
ci
M
_T:
PVI STA = 4+75.46
PVI ELEV = 489.49
A.D. 1.66
In < K = 30.11
Q0 fu*
50.00' VC
cy)
1c)
-4-
0
> I :D
F__
bi I C)
_j
LIJ I
U)
.
10
I
LL: 1 n;
0
+
c;
T
z
C)
Ld
LLI
480
1 STA: 5=+36:j:7 . 44'4�1;
SSMH# 11
-7
RIM=491',
I.E;4= 6" `4r((S,0
Z192.r-)2I.E.=481.93 8" OUT ($W&NW)(/
475.00
cli
0+00
STA: 0 +98
SS SERVICE
LOW POINT ELEV = 486.57
LOW POINT STA = 1+58
PVI STA = 1+33
PVI ELEV = 486.07
A.D. = 3.00
!
1150. 00' vc1
T_
STA: 0+ 14 I I SS SERVICE TEL
00
0
04,
Go!
STA,,- 6t lf,?,'3,7
+
04
Go
A
EXIST. 'GRADE @
y87. 08
PROPOSED GRADE C/L ROAD
lu
>
a`!' LAI
w
W.
_?
L/V. 88 4,5
12" sb o
NG
...........
100,
!!!
rI.E.=485.01
12
'Z
SD
WATERAlN CROSSING
I.E.=485.49
-i.�S
S" +
-A 0 51'
56 LP
S TA 2 +-94
5 SERVICE Itt
�
SE6 CE T
STA: 0 49�
8- P
8 P C
06 P
..............
le-
S SERVICE
TEE STA:
2e
L
T 55
_'STA;I2_
_STA;
F PVC
ss
r-F
is
Ss SERVICE
E
SS �El YICE!TEE
E R
SSISERVIIC� TEE
STA.. 4 2 5.W' LT.
STA: 1 00
STA: 4+
�'L T. 9
STA: 1+61
r SSMH# 9
9,Z
SS SERVICE TEE
SSMH# 110
SS SERVICE TEE
RIM=449410
sfk I kb 4/
1 RIM=489.00 27�
STIA: 1+02
47 a. E. 47-9�. 8- IN (W)
STA: 0+81
SS SERVICE 'TEE
I.E.=4801.83 8`1N
(W)"�"'e 0.87
$S
SERVICE TEE;
q 71.�6Z I.E.=474-.34 8 I N (N)
SS SER VICE TEE
I.E.=406�73 8"�
OUT (E -'/90. 7,�
4/79421E.=+79-.24 8'�' OUT (E')
cq
cq
cq
to D 00
LO
o D) ci
00
_coo
00c6
co
00
co
00
w cc 00
00
5+00 4+00
FINISH GRADE C/L ELEVATIONS
NG GROUND EXIST C/L ELEVATIONS
3+00 2+00
S. E. l 5 TiTLJI P L
(URBAN SUBACCESS'
HORIZ. SCALE 1"=40'
VERT. SCALE 1"=4'
NOTE:
FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR
TO EXCAVATION FOR THE SANITARY SEWER MAIN.
CITY OF RENTON-NAVD 1988
BENCH MARK: BROKEN BRASS SURFACE
DISC ON CONIC ST. SURFACE, FLUSH.
CITY OF RENTON BENCH No. 2103.
LOCATED AT THE CONSTRUCTED
INTERSECTION OF SE 128th ST. AND
156th AVE. SE. ELEVATION: 547.94
1 + 0) 0
z
_j
3:
o
Lq
00
00
11.
>
Lij
_j
Lu
11
6
Ld
500
1 0
Lj
<
Ln
Ld
V)
rl
Go to
In
+
Lj
>
+
0-
< 00
------ -- 00
LLJ
F
0 >
I
in!
(0 Ld
- _j
ui
x
C6
K Llj
490
F X,r,P
12" SD 0
SS CROSSING
I.E.=4 5.25
saw I 485,6 5- N
STA: ++42-.29 5,041 LT. q 4!f 0
A: 0+59
SSMH# 8
SERVICE TEE RIM=488 1-188-62-
DA I lum ELEV (MATCH EXIST! 4G
475.00 I.E.=478.55 8- IN (*&N) 1-1:61-37
I.E.=47-8�. 8" OUT (-S)(w) 171el-27
BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE
TO CITY STANDARDS
CALL BEFORE YOU DIG If
-800-424-5555 A
1 - Q *�-
d 411'1,1'Lt� Date
EXISTING UTILITIES SHOWN ARE FROM �_ I
THE BEST AVAILABLE INFORMATION AND
Date
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH. Date
0+00
RECOMMENDED
FOR APPROVAL
BY
D
BY
PM STA = 0+62.5C
PVI ELEV = 487.36
K, = 10.94
1 50.00' VC
PM STA = 1+25
PVI ELEV = 491.46
A.D. -1.80
K = 27.82
50.00' VC
0 LL?o o)
1 0 r + 00
(09 1
OD r, 0i 00
C6 W) ao +
00 + sF 0 0 Lij
m
L;j 0 1 0
>
> >
m m
lb-
#
, �6cl
Y
STA: 1+18
SS SERVICE TEE
STA: 1+2(
0
LO C-4
qSl -7
Lf 42. tSTA: 5tW LT. 12120
STA: 1 + -5.-OG- LT.1
'SSMH# -12
lSSMH# 9
JL2 5;
i 1 RIM=RIM=492 7469.00
8- 'IN (W) 1179,.S?-
41.E.=486.6 8" but (s) vs/,.(,44,,)
I AIYO 6 - 7 0ViIi� A/ W)
-
-3* 8" IN (N)V 7?,5Z
•
DATUM ELEV
475.00 I.E.=4749: 8-- OUT (E) 1/79. 6-4
(0 co
Q0 O 0 00 04 It (0 1* co CD
CV N
0 rz Ln Q0
(6 C-4 vi
00 G)OD 0)
-4-4 -14-
00 00
0+00 1+00 2+00'
FINISH GRADE C/L ELEVATIONS
EXISTING GROUND C/L ELEVATIONS
TRACT A
HORIZ. SCALE 1"=40'
VERT. SCALE 1"=4'
II
M,
U14DERGROUND PlI?E LOCATION BASED ON =Ff A 37"u rz F, 9, A TTAT,
LOCATION MAY VARY.
I C01,Mr "A THAT THE LOCATIONS, ELEVATIONS, DEVGIS, AND AS -BUILT
CONVAENTS REFLECTING MATERIALS ACTUALLY USED DURING
CON STRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS
DETER 7,BJ#2R UNDER MY DIRECT SUPERVISION ON TWS
DATE
DALEY-MORROW-POBLETE, INC.
726 AUBURN WAY NORTH
AUBURN, WASHINGTON 98002
PHONE: (253)333-2200 (FAX)333-2206
13258
L
101VA L L
incorporate
I
EXPIRES: JAN. 9, 2006
;TAMP NOT VALID UNI Vqq qlrNP-r) ANn nATFD
SCAN= J UK 2 2
ENGINEERING - SURVEYING
LAND PLANNING
Ab: 3 1 -7 lob
� � 9L
, W= ik,
47
(DII
0
CLIENT
LAKERIDGE DEVELOPMENT, INC.
P.O. BOX 146, RENTON, WA., 98057
PHONE No. (425) 228-9750
PROJECT
PLAT OF
LIBERTY GROVE
LIBERTY GROVE SANITARY SEWER PROFILES
(S.E. 135TH PL./TRACT "All)
3 10
1+\Prcjpct\01-470 LIBERTY\clwg\0147 G.clwg 1/19/2005 9:19:17 AM PST
SCANNED APR 2 2 zs