HomeMy WebLinkAboutTED4003232.8THE
BLUE
LINE
ESF2OLJP
25 CENTRAL WAY, SUITE 400
KIRKLAND, WA 98033
P:425.216.4051 F:425-216.4052
WWW.THEBLUELINEGROUP.COM
410
111
39O
3SO
LOW POINT ELEV = 383.11
LOW POINT STA
= 1+38.56
PW STA =
1+50
PVI ELEV =
382.75
I-
50.0'
VC
ru I
p�
UU
UU
\ --- -- l-
26 12~
1.27%
W/ SOLID LOCKING LID
TOP 383; 6+ 383.'03
12" IE 3 8 .50 378.69 (S)
12" lE 378.59 (W)
o
38X
W/', THRU CURB INLET
TOP 382.93
12" IE 3�:e _380.28
31 '-12" ®-BB
CB 24
W/ THRU CURB INLET
TOP 382.70 (CR)
12" IE '�= 379.04
12" IF 379.02 (N)
PW STA = 2+75
PW ELEV = 389.47'
0
CB
TOP
SW SEC 32,
TWN 23N, RNO 5E
SEE
SHEET B SEE SHEET 8
SEE SHEET S
73
,
TRACT D
92'-12"
3 ,12
16
��'
(OPEN SPACE)
--394-----
------- - - �
96-- _ ��
2� 5.82.
O.C.
��
-
r
r
7 gl
I
OU TFALL
1
B 5
B ,3
9+70.49, 50.37' RT
Q
t08.14, 2.50 R7
20' PRIVATE
+08.42, 2.50 R
--------
-- ------
--
_ i
r
24 lE .�"�� 389.64
�i
i
ACCESS
W/ 2'x2 xl' RIP RAP PAD
EASEMENT (TYP)
77
26
25
2 2 I
1
CB 17
-----
r
27
15
8+09.15, .25
L T
l
I
INT 5+28.45
I
S 48TH ST
f f
ii
INT 10+00.00 MAIN AVE S
=1+00.00
DRIVEWAY A
.,,
10' PUBLIC
`
I
=9+06.86 S 48TH ST
0
„
64'-12
CB 14
S+84.56, 15.
5 L T ..
UTILITY EASEMEN J=1+D0.00
( TYP)
INT
8+10.34 S 48TH ST
-- .
I
f�
- -
DRtVEWAY C'---
_�
(
p
CB 20 TYPE 11-54
>=
10+45.32,
12.58' RT (CTR STCR)g
-
--`'
-�'
? f26`-12"
0
_
6�
�
h
_
1375' RT (CTR GRATE )
T
T
'
I
.
.. _-N
;
__-
- -- - --_
LE: -
S CA 1 �I 401
CB ij
W SOLID l�
KING LID
CB 15
5+84.56,
15.25 RT
INT
+46.29 S 48TH ST
CB 18
W THRU CURB
/NCET
I r
u
4t58.94, 1
0' LT
" TRACT
=1
00.00 DRIVEWAY B
STREET LIGHT
STANDARD (T1P)
8+58.46,
(15.54' LT CTR
STCR)
{
I I
p
CB 20A TYPE I-L
INT 5+51
7 S 48TH ST
(ACCESS EASEM
T
6" ROOF AND
(15.39' LT CTR
GRATE) 76
I
1
Ii I
10+54.01,
=1+0
.
0 TRACT C
--�- TO THE aTY OF
TON)
FOOTING DRAIN
CB 19
`SEE DETAIL
I
� � �
i
it
�
1375' RT
.
(TYP)
W THRU CURB
INLET SHEET 12
f
I
u
i
9
7 0
'
�i 1 1
72
1 3
74
8+58.46,
I:
u
(15.54' RT CTR
STCR)
i
15.39' RT CTR
GRATE
c
u:•'
�
INSTALL ACCE
EASEMENT GA
75
10' ROCKERY
PER DETAILS
I
ET 12
DRAIN EASEMENT
I
EX. BARN
X , HED
]:I
SE 7 E S TH PL
PW STA = 4+75
PW ELEV = 397.37
Lr)
o
�
o
o
)UND
TYP) a)o
IS
^+
+
126-12" ® 1
19" 1F Q"; ;; 3R0 RXi /cw) i.I rc 777777= (c. rvn/
12" IE � 394.91 (S, W)
f 31''-12" ® 0.97R
12" IE 73;95- � 7� 395.21
HIGH POINT ELEV = 399.42
HIGH POINT STA = 6+75.03
PW STA '= 7+02.56
PW ELEV = 400.21
200, 0' VC
® ROAD
LOW POINT ELEV = 397.08
LOW POINTSTA
= 8+58.05
PW STA = 8+56.86
n
PW ELEV =
396.82
50.0'
VC
ro
IN
�C6
+o^
GO
i
++o^i
CID�
wW
�o
mm
L'uW
0
�o
IN
+
CB 17 1
TOP 3§ 397.41
12" lE 392.56 (E,, N)
R-3232 /2
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EXPIRES: 5 /5/06
2f00 3f00 4f00 5+OL7
ASBUILT
1 REVISED PER COR COMMENTS
2 REVISED PER SOUTH BOUNDARY
3 ASBUIL T
NO. I REVISION
6 +00 7+00
FRB
31021051
SURVEYED:
1 11/10/03
SCALE:
ADK
6 30 0
DESIGNED:
BRIAN DARROW, PE
7KB
3103106
DRAWN:
FLAWO BAIN0771
ONE INCH
CHECKED:
BRAN DARROW,, PE
AT FULL SCALE
IF Nor ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
BR/AN DARROW, PE
S f 00
9 +00
vERI1CAL• NAVD 1988
HO983/1991 CITY OF
RRONfAL- NAD 1y
RENTON
DATUM
Planning/Building/Public Works Dept
SCANNED MAY 0 12006
410
N O TE:
LOCH 7701V OF PROPOSED SEWER
AND WA TER IS APPROXIMA 7E.
SEE PLAN PREPARED BY ROTH
HILL ENGINEERING PARTNERS.
NOTE:
ALL SOLID LOCKING LIDS TO BE
PER DETAIL SHEET 12.
mo
NOTE:
F0077NG DRAINS FROM LOTS 6-10
TO DISCHARGE TO TRACT A
(WETLAND) SEE DETAIL SHEET 12.
NOTE:
ALL CA TCH BASINS TO BE TYPE
1 UNLESS 077-IERWISE SPECIFIED.
NOTE:
SEE ALIGNMENT SHEET (SHEET 9) FOR
HORIZONTAL AND VERTICAL 77ES TO CI
OF RENTON CONTROL AND PROPOSED
ROAD STA 710NING.
NOTE:
ALL STORM PIPE TO BE CONCRETE, SOLID
WALL PVC, OR CORRUGATED POLYETHYLENE
PIPE PER WSDOT AND CITY OF RENTON
STANDARD SPEC. 7-04.02
CAUT/ON:
LOCATION OF EXIS71NG U71LI77ES SHOWN IS
APPROXIMA 7E AND MAY NOT BE ACCURA 7E
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCH 77ON OF U77LI77ES
PRIOR TO PROCEEDING WIN CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS 774AN 48 HOURS
BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND
U77LI77ES MAY BE LOCA TED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTAN77AL REPAIR COSTS (UP TO THREE 77MES THE
COST OF REPAIRS TO THE SERVICE).
ROAD AND STDRM PLAN AND PRDFILE: 01/14/05
K` BOOK
THE RESERVE AT STONEHAVEN PAGE PAGE
WING
LUA-D4-D03-ECF, PP/ LND- 1 0-04 1 7 04-082
SHEET: OR
6 13
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