HomeMy WebLinkAboutD-270702a
N
U
® 0
a
� H
tV W
U
II\ a
N
q a
w U
r^� r
Vl N
Imo•
CD
N
C
N
a
O ,
`o
� S^
Q U
E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E`
E E E E E E E E E E E E E"•E E
E E -E E E E �,�f/ E E E A' E E E E E f\ �` \a,
E E E E 'I .-C„E' �Ec- 'RENTON E E E E ...,.�•- E"'-.•� \�
-E \\
\ y!
W
W l
SHEET PILE WANG WALL - -^
< �`"�.
r)
► t �� E E CIETY OF RENETON
o y
n-0
"'. E .� �_ 1.
° - - -� - - -- -__
- - - --
1571\ \tl
f#
-.
a
RENTON #2 LLC
.34
W
W
TO BE RELOCATED Y 0?HER� fi
.. Ea TION .1 .05.14 + i
I
M
-11+00
SHEET PILES, SEE
40' GREENBELT EASEMENT
v
0
N TO BE RELOCATED
Y1 CONTRAiOR__� i
f
t
DWG S -3
t f
_
3' o
15' RECREATIONAL EASEMENT
169369¢
-+
If
= ro
N 1
G
C= 10473- A
C
-
I ®.o5
LL.I
a
,jr SHEET PILE WANG WALL
t'
+iF f1
1295513.98
1
?
20 -2 R00TWADS
8
~
x W
'
1 t ri r
EDGE OF WETLAND 1 (BETWEEN - "' rr I
50' STEEL IPE HANDR I ✓ -
FOR SIDEW LK
- - - -
--
Q
cr
w
N W n-
_
,__. - -OFiW 4ND wE�IAND GE
e ° - -- -- -- -_
A
C-2 '
jf
--
-
1295533.90
K
-- -- -----------
6A
Q,3
-
- _ -
w W
1i1 Z
DRAINAGE == __ ^._ v =:
I ; :
i e s 170
-
10
m0
i
DISTRICT N0. 1 . - -~ s -. -
`- - - IE
In
m0
�
WN
m�
za
<o.
W
_
X
w
- -
N;
FLOW
fBI1116039B
X
w
V
_ -
_ - --
21.98
- -
-IE 6.
R SPRINGBROOK -
- -- G - .87
MON IN CASE
1 to
;3 IE 18.12
r
,
1295760.02
19.82
M j
s
i�
a
0
1
0
N
0
0
0
i
m
i
mrial
09
0 0
. ..... - x WATER GAUGE WITy COL _.
O ,
`o
PVC------
WATER GAUGE PVC -
H 3 a
`%
-"REM9yE EXISTING 128'Wx83'H
ARCH YYAR CULVERTS
a a
(2)
�^
NEW 30'Wx10't� `n
PRECAST BOX 6{1LVERT
SHEET PILE WANG WALL - -^
< �`"�.
DETAIL, DWG C -2
► t �� E E CIETY OF RENETON
o y
n-0
E E E E E E E E E E E�`E,•
E E E E E E E E E E E
f E E E E E E E
x
-.
a
GRADE EL 7.0
.34
W
W
^ <
o
5
SHEET PILES, SEE
REMOVE ^r 7.70'
z
0
ai
of
S wp -27- 2307
r 1: • 5..
WATER GAUGE WITH POLE
r
WATER GAUGE
B
E E E E E E E E E E
E BOY OTHERS ATED I/ iE E E E E E E E E E E E
C) It DRAEINAGE! EAS�AIENt
E E
m ,' ;i JJ E E E E E E E E E E
1
++ E E E E E E E E E
t t / E E JE E E E E E ✓ E /� E ^E < E
E
{((('• ggg { {{ r. f, /E f .E E E E E E E TOSCO ZORP E
f! P N f; O F ( :1 W E �'F� E E E E E E E E E E E E
PLAN
SCALE: 1' =20'
SIN 27tH sr
90' RIGHT OF WAY
EASTING
ELEV.
ao. - - - 141 a EL= IB.Io
SEE ROADWAY
FOR SIDEWALK
SHEET PILE WANG WALL - -^
EXIST CONC SIDEWALK
DETAIL, DWG C -2
FLOW 2.5
2%
I 2% , . EL 211 2,
10 - -- APP -ROX -EXIST 1 r-
-.
a
GRADE EL 7.0
.34
W
W
^ <
o
5
SHEET PILES, SEE
N
v
M
pp
1a1
m
DWG S -3
l7.Z3
i5:5f�
z
0
ai
of
S wp -27- 2307
r 1: • 5..
WATER GAUGE WITH POLE
r
WATER GAUGE
B
E E E E E E E E E E
E BOY OTHERS ATED I/ iE E E E E E E E E E E E
C) It DRAEINAGE! EAS�AIENt
E E
m ,' ;i JJ E E E E E E E E E E
1
++ E E E E E E E E E
t t / E E JE E E E E E ✓ E /� E ^E < E
E
{((('• ggg { {{ r. f, /E f .E E E E E E E TOSCO ZORP E
f! P N f; O F ( :1 W E �'F� E E E E E E E E E E E E
PLAN
SCALE: 1' =20'
411 \
SIN 27tH sr
90' RIGHT OF WAY
EASTING
ELEV.
STEEL PIPE HANDRAIL
SEE ROADWAY
FOR SIDEWALK
RESTORATION
EXIST CONC SIDEWALK
DETAIL, DWG C -2
H
2%
I 2% , . EL 211 2,
.... _. ... ...._L_....,.-
-.
411 \
;OUND, CITY > FURNISHED
�•OO 3O'Wx1O'H PRECAST BOX
- CULVERT (SLOPE =O)
_..._EL 48.1?- I8.06 Meolw - - - - -- 20
_ SHEET PILE WANG WALL - 15
N 1 FLOW n
- 10
EL 7.0
- 5
18.44
2' MIN SPAWNING GRAVEL
11771 00
THE CHANGES NOTED ON THIS SHEET ARE
DETERMINED FROM AN AS -BUILT SURVEY
PERFORMED BY ME ON OCTOBER 26, 1999.
WE
1. 10" �POWER, 4' GAS, AND 16" TELEPHONE UTILITIES
WALL BE RELOCATED BY OTHERS. CONTRACTOR SHALL
RELOCATE 2' STREET LIGHT CONDUIT. COORDINATE
WITH PUBLIC AND PRIVATE UTILITIES FOR RELOCATION.
SEE DWG C -3 FOR UTILITY RELOCATION PLAN.
2. EXISTING TREES, SHRUBS, VEGETATION NOT SHOWN.
3. EXISTING SURVEY BASED ON FEBRUARY, 1999
SURVEY BY W do H PACIFIC.
4. UTILITY INVERT ELEVATIONS ARE APPROXIMATE.
5. FOR LIMITS OF WORK, SEE DWG. C -5.
6. CENTER STEEL PIPE HANDRAIL FOR SIDEWALK SO MIDPOINT
IS LOCATED AT CREEK CENTERLINE. SEE CITY OF RENTON
STANDARD DETAIL H024.
KEYED NQIES:
10 REMOVE AND PROVIDE EQUIPMENT TO CITY OF RENTON.
O ALL MATERIAL EXCAVATED FROM EXISTING STREAM BED
AND WITHIN EXISTING CULVERT MAY BE CONTAMINTED
AND REQUIRES SPECIAL REMOVAL AND DISPOSAL.
REFER TO SPECIFICATIONS.
O3 REMOVE APPROXIMATELY 5 LF 24" RCP AND MATCH INVERT
OF PIPE TO NEW GRADES. PLACE 2 CY OF QUARRY SPALLS
AT OUTLET.
® PLACE 2 CY OF QUARRY SPALLS AT OUTLET.
POINT
DESCRIPTION
NORTHING
EASTING
ELEV.
A
MON IN CASE
169327.90
1295481.13
20
B
H
169311.06
1295561.44
In
CO
N
N
F'
.34
W
W
TOP SE CORNER
�
m
1295547.0
N
v
M
pp
1a1
-°�
a'
is.
D
to
169369¢
1a1 0
+i
= ro
N 1
F
a
0
w
-
00
N
I ®.o5
E
ROOTWAD
m
1295513.98
Qo
a O<
Cl
�0
Wm Lj
30
ND
w
0a
ZO(n
�
o<
<
pN
Q
cr
w
c
O
a
d
0
Oso
Lj
�.1
V 3
169399.03
1295533.90
NA
a,
m W
Q,3
1295932.72
O
w W
Iwo
w
iiN
W w
pW
u)
W�
Um0
�.
m0
0.
w
In
m0
X R>
w rm
WN
m�
za
<o.
X
w
z0Y
wl-m
X
w
0>
F-m
W:N
m-
w
m
X
w
O>-
1-m
126518.21
21.98
CULVERT CENTERLINE PROFILE
SW W 27 TH STREET
SCALE: 1 " =10'
MON IN CASE
;OUND, CITY > FURNISHED
�•OO 3O'Wx1O'H PRECAST BOX
- CULVERT (SLOPE =O)
_..._EL 48.1?- I8.06 Meolw - - - - -- 20
_ SHEET PILE WANG WALL - 15
N 1 FLOW n
- 10
EL 7.0
- 5
18.44
2' MIN SPAWNING GRAVEL
11771 00
THE CHANGES NOTED ON THIS SHEET ARE
DETERMINED FROM AN AS -BUILT SURVEY
PERFORMED BY ME ON OCTOBER 26, 1999.
WE
1. 10" �POWER, 4' GAS, AND 16" TELEPHONE UTILITIES
WALL BE RELOCATED BY OTHERS. CONTRACTOR SHALL
RELOCATE 2' STREET LIGHT CONDUIT. COORDINATE
WITH PUBLIC AND PRIVATE UTILITIES FOR RELOCATION.
SEE DWG C -3 FOR UTILITY RELOCATION PLAN.
2. EXISTING TREES, SHRUBS, VEGETATION NOT SHOWN.
3. EXISTING SURVEY BASED ON FEBRUARY, 1999
SURVEY BY W do H PACIFIC.
4. UTILITY INVERT ELEVATIONS ARE APPROXIMATE.
5. FOR LIMITS OF WORK, SEE DWG. C -5.
6. CENTER STEEL PIPE HANDRAIL FOR SIDEWALK SO MIDPOINT
IS LOCATED AT CREEK CENTERLINE. SEE CITY OF RENTON
STANDARD DETAIL H024.
KEYED NQIES:
10 REMOVE AND PROVIDE EQUIPMENT TO CITY OF RENTON.
O ALL MATERIAL EXCAVATED FROM EXISTING STREAM BED
AND WITHIN EXISTING CULVERT MAY BE CONTAMINTED
AND REQUIRES SPECIAL REMOVAL AND DISPOSAL.
REFER TO SPECIFICATIONS.
O3 REMOVE APPROXIMATELY 5 LF 24" RCP AND MATCH INVERT
OF PIPE TO NEW GRADES. PLACE 2 CY OF QUARRY SPALLS
AT OUTLET.
® PLACE 2 CY OF QUARRY SPALLS AT OUTLET.
POINT
DESCRIPTION
NORTHING
EASTING
ELEV.
A
MON IN CASE
169327.90
1295481.13
20
B
MON IN CASE ROAD
169311.06
1295561.44
20.5&
1 " =20'
STA 10+00
F'
.34
C
TOP SE CORNER
169268.07
1295547.0
48
OF CULVERT
-°�
a'
is.
D
TOP NE CORNER
169369¢
1295548.
�;
20202
OF CULVERT
GO °�
.1 TI
I ®.o5
E
ROOTWAD
169409.59
1295513.98
NA
F
ROOTWAD
169434.49
1295514.50
NA
G
CREEK rj STA 47+00
169199.11
1295531.03
NA
H
CREEK rr STA 45 +00
169399.03
1295533.90
NA
I
CREEK rr STA 46+17
169316.63
1295932.72
21.00
ROAD rr STA 10 +29
J
MON CASE
170579.98
1296554.47
21.32
O
CITY OF RENTON
CONTROL POINT 1551
K
IN CASE
169265.41
126518.21
21.98
SW W 27 TH STREET
L
MON IN CASE
SW 27 TH STREET
169269.26
1295760.02
19.82
M j
MON IN CASE
189330.13
1295399.17
20.27
SW 27 TH STREET
/JI? • i> - 2 SCANNED NAR 3 0 2000
GRAPHIC SCALE:
10
0 10 20
10'
20
I f
0 20 40
l f l I I
1 " =20'
F'
CALL 48 HOURS
BEFORE YOU DIG
-°�
a'
1- 800 - 424-5
D-
20202
/JI? • i> - 2 SCANNED NAR 3 0 2000