HomeMy WebLinkAboutTED4003232.9Z
w
Q
W
Z
O
H
t/)
Q
LW
Of
LLI
V)
w
Of
w
w
0
O
U
w
LJL
IZ
W
Q
IZ
W
Z
D
Q
W
W
Ln
w
W
Z
390
%
LOT 27
r (TYP)
:'ALL TO POND
(THIS SHEET)
O 106'-12" ®°� 1.40%
12"
CO 26 ®-
TOP 4S7 3 7.20 0.50%
12" lE 3fi 3-�� 384.59 (N)
CB 6 TYPE 11-48" 12" IE 384.57 (S)
W/ SOLID LOCKING LID
TOP 392.04
12" lE 4S4. r 4 38,109 (N)
18" lE 3�-Er3 382.55 (S, E)
CB 4 TYPE 11-48"
SEE OUTFALL+TO POND
PRnFn F ilnw cz 4l4FFT )
ROW
2" lE 3z9 B$ 384.74
�,o
00o
pro
THE
BLUE
ILI"E
G F2 O LJ F3
25 CENTRAL WAY, SUITE 400
KIRKLAND, WA 98033
P:425.216.4051 F:425.216.4052
WWW.THEBLUELINEGROUP.COM
EXISTING GROUND j PROPOSED GRADE
OVER STORM (TYP) OVER STORM (TYP)
S47THSTTOCB6
SCALE: 1 °=40r HE; 2q
1 "= 5 ` VERT.
N J_ D
32126
F �FG/STERE G,
�S/0NAL
EXPIRES: 5/5/06
WIZ-01
3 70
12" lE 7384.64 384.10 TOP 392.23
18" lE = =¢ 382.66 (N, W)
3- 11 '-18" ® 1.00%-
12" lE - 384.59 (N)
12" IE 384.57 (S)
390
Ilicl=lmvi
TOP 3 393.67 Gd 7, TYPE 11-48- I 24- lE ,Hlr 379.01
12" lE 3$z , 382.23 W/ SOLID LOCKING LID
" TOP f 388.07 L?= 20'-24" ®3 4.55%
24 /E 33 381.42 (W, E) 24" lE 7 379.92', (W, NE)
OUTFALL TO POND
3 70
SCALE:
7 "=40' HORZ.
7 = 5, VERT.
EXISTING GROUND
PROPOSED GRADE
OVER STORM (TYP)
OVER STORM (TYP)
moo
o
o
o
o
0
w of
e} p
of
W o
41 o
tb
a�
rn
o� rn
rn 0)
o)
2()
►�
A S B U i L T
t
IREWSED PER COR COMMENTS
FRB
IJ1021051
SURVEYED:
11/1%3
2
REVISED PER SOUTH BOUNDARY ENCROACHMENT
ADK
6 30 0
DESIGNED:
BRIAN DARROW,
3
ASBUILT
TKB
12 12 0
DRAWN:
FLAWO BAINOT17
CHECKED:
BR/AN DARROW,
NO.
REVISION
BY
DATE APPR
APPROVED:
BRAN DARROW,
1 "=40'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
R40 323213
VERTICAL: NAVD 1968
HORIZONTAL- NAD 1983/1991
DATU M
CITY OF
t RENTON
Planning/Building/Public Works Dept
NOTE:
LOCH 7701V OF PROPOSED SEWS
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.
NOTE:
ALL CA TCH BASINS TO BE TYPE
i UNLESS OTHERWISE SPECIFIED. :.
NOTE:
SEE ALIGNMENT SHEET (SHEET 9) FOR
HORIZONTAL AND VER77CAL TIES TO Cl
OF RENTON CONTROL AND PROPOSED
ROAD STA 710NING.
NOTE:
ALL STORM PIPE TO BE CONCRETE, SOLID
WALL PVC, OR CORRUGA 7ED POLYETHYLENE
PIPE PER WSDOT AND CITY OF RENTON
STANDARD SPEC. 7— 04.02
CAUTION:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMA 7E AND MA Y NOT BE ACCURA 7E
OR ALL INCLUSIVE IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCH 710N OF U77L1 TIES
PRIOR TO PROCEEDING WI774 CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS
BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND
U77LI77ES MAY BE LOCA 7ED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTAN77AL REPAIR COS7S (UP TO THREE TIMES 7HE
COST OF REPAIRS TO THE SERVICE).
ROAD AND STORM PLAN AND PROFILE 01/14/05
MELDWOK:
THE RESERVE AT STONEHAVEN PAGE:* PAGE
DRAWING NO:
LLIA-04-003-ECF, PP/ LND- 1 D-D4 1 1 04-082
1 SHEET: 7 OF'
13
SCANNED MAY 0 12006 •n ``� '*R' 3 z 3 2 ♦3