HomeMy WebLinkAboutTED4003450.36+0
0
W
Z
� Q
Z
WWu
of
>Q
Q0
Z�
O �-
Z
q INT'X STA. 51 +75.1 Do UNION AVE NE
= STA. 403+73.50, NE 2ND COURT
G
G
420
410
390
3�
o �
O
w
Of m m
<
o
ja
S
IA
0
O
N
M
m a-
oa
N Cal 2 Working Day8 Before You Dig
W 1-800-424-5555
Eo
Unities Underground Location Center
(ID,MT,ND,OR,WA)
w
z
w
Q
z
0
Z
O
(ri
t\
+
LO
H
U)
X
1-
z
c
A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
C.O. IE=402.50
76 L.F. COLLECTION TRENCH
® S=0.50% MIN PER DETAIL
SHEET DT-06
INT'X STA. 400+30.00, NE 2ND CT
::::::: = STA. 201 +97.08, VASHON AVE NE
51 L.F. 6 S.D.
'------------------------ �..
�® 2% MIN. (TYP)
C.B. J19, TYPE 1 C.O. IE=400.70 IG.G.--..
STA: ' RT.
402+67.43, 11.74' C.O. IE=402.10 I I •� '
CONNECT TRENCH DRAIN
TO ROCKERY DRAIN L_ NE Z
STREET SIGN
SEE NOTE 5 (TYP)
403+00
C.O. IE=400.40 O
C.O. IE=402.00 lb.B. #10, TYPE 1 C.O. IE 398.90 :�O p F-
n 141111,
1
1
NE 2ND CT
w z
z z
LLB > J
Q o d7
z
2
z > 1
NE 2ND PLACE 1
�_ 411104111041111
KEY MAP
TA. , RT.
400+57.99, 11.38' 10' PRIVATE JOINT 20' o, 0 20' 40'
1 " UTILITY EASEMENT Z
TYPE C.B. #20, I6 0 S.D. @ S=2% MIN. W N
STA. , ' RT. CONNECTED TO FOOTING DRAIN W SCALE: 1"=10' VERT.
401 +42.57, 11.13 85 Z
" L.F. 12"0 S.D. /= W
PROPOSED SEWER 1?`♦' L.F. 12 S.D.LLJ
125 --��------- ---- ---
-------------------------
402+00 H o
401 +00 0
-N O oN
--F -
.._......1............................................................................................................................................---....------------..-.-..-. - ---- G
... ............................. . . N I
......................................................
..................................... ....
+ ............
0 -�i'3.....................................................
................... ..... .......
....:
0 DRIVEWAY APPROACH PER DETAIL "...........................................................
I I F004 ON SHEET DT-04 (TYP) C.O. IE=406.00 6 S.D. CAD 2%
MIN (TYP) I 28 L. F PROPOSED WATER I JOINT UTILITY -- I
TRENCH C.O. IE=403.70 12"0 S.D.
® S=1.00% -
AS -BUILT CERTIFICATION:
1 HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY CEPTPD PROFESSIONAL ENGINEERING
AND/OR R EYI PRACTIC
JONAT D. KARLE%, y,S. NO. 41959
DATE �! �19 ,S
I SIDEWALK RAMP SEE DETAIL
F011 ON SHEET DT-03 (TYP) @G)
CURB FLTABLE
C. # 17
S E SHEET RD-04
I C.O. IE=398.00 I BCR
I I I 1/4
IC.B. #9 /
I SEE SHEET RD-04 ( 3/4
ECR
I NE 2ND COURT
VASHON AVE NE, SEE SHEET RD-04
00
to
1
t\
00
(0
LID
to
tQ
N
O)
O
N
O
R
(D
L17
n
00
.0
N
N
O
O
00
00
00
00
00
00
00
00
00
I_�
(o
4
1"6
N
N
N
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
0
U
0
Z
N
W
z
Q In
3
0
WLO O +
vi
n
10
+
00
(D
=
211
0
o
II
Z<
V)
��
II
w
Lu
O
N 00
O
NO 0
II to O
O
�i 6 i
-j U>
W L>
a
LOW POINT ELEV = 408.24
LOW POINT STA = 402+67.21
PVI STA = 402+92.70
PVI ELEV = 408.08
A.D. = 3.18
K = 23.59
75.00' VC
PROPOSED
GRADE
OF ROAD
C.B. 119, TYPE 1
A Qn
T.G. _ -,!140� --407.94
I.E. = A�� 12" 0 404.48
403+60 403+20 402+80
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
O
N
N
t�
00
+
N
0
O
U
(n
m
2' MIN COVER
HIGH POINT ELEV = 408.63
HIGH POINT STA = 401 +84.1 1
PVI STA = 401 +51
PVI ELEV = 408.81
A.D. _ -8.71
K = 8.61
75.00' VC
O
�(_0O
00
`n
+
o
1
v EXISTING
o
�j PROPOSED GRADE @
WATER OF ROAD
m
125 -TLT• L.F., 12 O S. D. @
PROPOSED
SEWER
402+40 402+00
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
3 FOURTH SUBMITTAL
4 MYLARS
5 CONSTRUCTION SET
REVISION
LOW POINT ELEV = 402.49
LOW POINT STA = 400+57.85
PVI STA = 400+70
PVI ELEV = 402.17
A.D. = 10.20
K = 3.92
40.00' VC
t\
+00
�
Lu
O
O
O
O
N
U
m
U>>
L,.'
U
�
(%i
w
L►J
j
m
m
8.20q
85 _ L.F. S-4.20X
O , 12 "0 S.D.
O
C.B. #20, TYPE 1 C.B. #10, TYPE 1 I
T.G. _ 49:7.4207.27 T.G. _ - -� 402.30
I.E. _�-- 12" 0 402.22 I.E. = 33-.,T , 6" 0 399.30
I.E. _ .3S9,99T 12" 0 398.65
401 +60 401 +20
ESM
1/31/200
SURVEYED:
ESM
10/22/201
DESIGNED:
f
CL
ESM
12/06/201
ESM
12/22/201
DRAWN;
aC
ESM
02/24/201
CHECKED:
BY
DLTE
APPR
APPROVED:
01161;tj
SCALE:
1 •s20t
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
5
w
Z
W
Q
z
O
1n
ao
O
rn
+ rn
o 0
V)
u
STATION
OFFSET
ELEV.
201+64.00
16' LT.
401.43
----
----
401.92
----
----
402.27
----
----
402.57
400+72.11
8' LT.
402.91
Q=90'00'00" R=25.00' L=39.27'
NOTES:
n
D CURB FLTABLE
BCR
1 /4
1 /2
3/4 0
ECR
STATION
OFFSET
ELEV.
400+59.25
12' LT.
402.25(LP)
----
----
402.31
----
----
402.51
----
----
402.69
202+14.80
16' LT.
402.74
Q=60'00'00" R= 25.00' L= 26.18'
1. SEE SHEET HC-01 FOR HORIZONTAL CURVE DATA.
2. SEE SHEET UT-01 FOR UTILITY CROSSING INFORMATION.
3. EXISTING DRY UTILITIES SHALL BE REMOVED OR
RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND
COORDINATED WITH THE CONTRACTOR. NOTIFY THE
ENGINEER OF ANY DISCREPANCIES.
4. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM
THE ENGINEERING PLANS. THESE RECORDS SHALL BE
KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER
TO THE ENGINEER UPON COMPLETION OF THE PROJECT.
5. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED
PER CITY OF RENTON STANDARDS G012 & GO13. FINAL
LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY
THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO
AS-BUILTS AND COMPLETION OF CONSTRUCTION.
420
6. STORM RUNOFF FROM LOTS 23-27 TO BE DISCHARGED
TO ADJACENT WETLAND/STREAM BUFFER VIA INDIVIDUAL
LOT FLOW DISPERSION TRENCHES. THE DOWNSPOUTS OF
ALL OTHER LOTS TO BE CONNECTED TO THE ROAD
CONVEYANCE SYSTEM VIA A PERFORATED PIPE
CONNECTION. SEE DETAILS ON SHEET DT-01.
410
7. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT
CITY OF RENTON TRENCH RESTORATION AND STREET
OVERLAY DETAIL.
390
400+40
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
ALLOWABLE PIPE MATERIALS
1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52)
3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN
AS HDPE PIPE OR HDPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
DATE:
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS FIELDBOOK:
PAGE:
DRAWING NO -
ROAD AND STORM PLAN AND PROFILE RD-06
SHEET: OF:
14 31
REVISIONS
NO.
DESCRIPTION/DATE
BY
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
ESM
10/22/2010
3
FOURTH SUBMITTAL
ESM
12/06/2010
4
MYLARS
12/22/2010
ESM
5
CONSTRUCTION SET
ESM
02/24/2011
6
AS BUILTS
09/12/2011
ESM
AS BUILT MYLARS
ESM
10/19/2011
z
O
C9
z_
N
3
U
W
z
J
LL_
Q 0
Z
= o
W
2
Q
()
Z
O
J
W
N�
I.L
ui
O0
cn
Op
O
Z
Q
U
o
ui 0
Q
�
U)
rJ
v
o
z
z
Z
W
Li
0
U
MI O co
U rno
J orncv
0
r
J T N T
O
r
C
r
Q
CD C
U) ao
kN
®
U
w w ? C
z JJ
C
C7
-
z
w cr
a� 0
0 2 o 00
0
EE
z (� A �
rn
Y > O
~ 5 Z
C
0
0
J mm Ct p 1.,'n
O
°o
YU� U
o C c>s
0-
U E
m 1,
3 `
3 pY
3 C`
0
6'3
C
wo
>3
3
�a
L sTi
Cl>
r
423M
�/STE o �
s�ONAL
D
JOB NO.: 1352-001-006
DWG. NAME: RD-06
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
RD-06
14 OF 3 1 SHEETS
y
O
0
1
M
� r
b
a