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0
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M
IE=410.82, 1
IE=407.88, 1
100LF., 12-
12:�N )
2 S
IE=442200:121 2"
': 1
12 �E
E N�
IE=420.12, 12" W
12�WE)
2"
SAW cj�,
--
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USING DJ,, SIRONG "LAKS FO'4
I,QN, EfE1,00,KF VJ�
S�Iu
CURB
RETURN
DATA
LLJ
4' GREEN VINYL n
FL
0
CURB #
STATION, OFFSET
ELEV.
DATA
......... . JE
25+91�05s 112
RT'
(NE 6th)
432.92
R=25.00-
*
/2
435.29
L=39.93'
30 +38.01, 3�
LT.
(FIELDS)
437.66
DELTA=91*30'30"
25 +15.51, 10'
R T
E 6th)
441.82
R=25.00'
*
A
r-
439.27
L=38.61,
30 at 13�
RT.
(FIELDS)
437.59
DELTA=88'29'1 5"
IS/20
LT,.
(GRAHAM)
456.03
R=25.00-
*
:30+31
2
454.132
L=39.92'
'81�66. lo�
RT
(NE 6th)
453.62
DELTA=91'29'25'
40+24.92, 0-
RT.
(GRAHAM)
456.35
R=15.00'
A/2
:
456.74
L=23.96'
23+20.08, 10
RT.
(NE 6th)
457.12
DELTA=91*30'13"
100LF., 12-
12:�N )
2 S
IE=442200:121 2"
': 1
12 �E
E N�
IE=420.12, 12" W
12�WE)
2"
SAW cj�,
--
-j-
-N E 6t h- - 0,:� EP
USING DJ,, SIRONG "LAKS FO'4
I,QN, EfE1,00,KF VJ�
S�Iu
)1 437 23, i
NE Ath ST
4
g m
12" N-12 Z, 1p,-`i <F WES, J.
It'
S=2.10%
..0 12' RT f
I w NE GRATE C6114ME-1
RIM=438.57
12- E-435.12, 12-(E)
.�N�
12 W K 11=435.12, 12" NW ) 6-(VAULT DRAIN)
NE 5th STREET
12:�N
12 S�
6-
12:
12 WN�
6-
D GRATE
LLJ
4' GREEN VINYL n
x
0
I
OATED CHAIN LINK
<
CB 4, TYPE-1 tl
......... . JE
FENCE, INSTALL AT
RIM-437.75
0 VAULT CURB
12"
IE-432.68.
E=434.83. 6* 1 R
IF 96119
)1 437 23, i
NE Ath ST
4
g m
12" N-12 Z, 1p,-`i <F WES, J.
It'
S=2.10%
..0 12' RT f
I w NE GRATE C6114ME-1
RIM=438.57
12- E-435.12, 12-(E)
.�N�
12 W K 11=435.12, 12" NW ) 6-(VAULT DRAIN)
NE 5th STREET
12:�N
12 S�
6-
12:
12 WN�
6-
D GRATE
4' GREEN VINYL n
x
I
OATED CHAIN LINK
u
CB 4, TYPE-1 tl
......... . JE
FENCE, INSTALL AT
RIM-437.75
0 VAULT CURB
12"
IE-432.68.
E=434.83. 6* 1 R
IF 96119
E
ZOLF IZ N 1
Y
r-
ry
II
0
II
)1 437 23, i
NE Ath ST
4
g m
12" N-12 Z, 1p,-`i <F WES, J.
It'
S=2.10%
..0 12' RT f
I w NE GRATE C6114ME-1
RIM=438.57
12- E-435.12, 12-(E)
.�N�
12 W K 11=435.12, 12" NW ) 6-(VAULT DRAIN)
NE 5th STREET
12:�N
12 S�
6-
12:
12 WN�
6-
LQ
......... . JE
LLJ
ry
II
0
II
)1 437 23, i
NE Ath ST
4
g m
12" N-12 Z, 1p,-`i <F WES, J.
It'
S=2.10%
..0 12' RT f
I w NE GRATE C6114ME-1
RIM=438.57
12- E-435.12, 12-(E)
.�N�
12 W K 11=435.12, 12" NW ) 6-(VAULT DRAIN)
NE 5th STREET
12:�N
12 S�
6-
12:
12 WN�
6-
R=339112
im
SURVEYED �
SCALE CITY OF
D.L. OFFE, P.E.
RENTON
D.L. OFFE, P.E. e�acx
Planning /Building /Public Works Dept.
NO. REVISION BY DATE APPIR
AS
GRAPHIC SCALE
0 20 40 so
I inch = 40 feet
BU IT
HONEYBROOK CIRCLE
JAYMARC at HONEYBROOK, LLC
REVISION NE 6th Street DRAINAGE
REVISION DATE 9/17/2012
V*#
V) �
P4
W dow, la�
W�g Owl
z zNtt
0
d
z
"IOU
PT m
2
0
w [ u
0
109/10/2012
11
0
:
30
:455......
PROFILE AT CENTER
....._..430.
......
......
..........
.
OF NEW
SIDEWALK
..... ..... . . ...........
............455.
PROFILE
AT CENTERL
INE
OF NE
6TH STREET
....4.25
.. .. . .....
425
....
450
......... .....
. ...... i ........ . ......
.... ..... . -
..... ... 450
PROFILE
AT CENTERLINE
OF NE
6TH STREET
6" VAULT
DRAIN
420
LINE
420
445
0
445
....... ...
.. ..... .... ..
.... . .. .. .....
................
...
.....
.......
. ..................... .. . ... .....
coo
It .0��
CB#2A,
415
.. .... . .
.. ... ..... ...
RIM=424.55
415
440
..........
.. ....
... ...
w
IE 420:17
12
N
25LF., 12"
N :12
W
OS=3.92%
@S=2.10%
410
CB #2,
4.l q
j35
... . . ....
RIM�42&:37
....... ........ .......
fj
12" N-12:*
I%
IE=420.35,
12-(;N
jobLF..
*E-420.30,
12-(W
CB
5RIM=438.57
=420.65,
6"(W DRAIN)
5.12, 1E)
IE-4,3 NW)
405i
.... ........ ...
...
405
430 ....
. .. .... .
....... CE#4 .......... ........... ... ..................
... ... .......
......... ..... .....
EXISTIN CB
CB #1,
13LF..
12*
N-12
RIM-4,37.75
RIM=412.54
E-410.82, 12"(E)
RIM=41,3.36
C5=58.87%:
IE7432.68, 12-
IE-434.83, 6"
:E=407.188, 12"(S&NE)
E-408.74,
iE=408.73,
12:(E)
12( W ))
CE#3,
RIM=435.89
E
N�
iE:431 68
4312:
2:
12
29+00
284-00
27+00
24
IE 431.83,
12*�WE, 25+00 24+00
23+00
R=339112
im
SURVEYED �
SCALE CITY OF
D.L. OFFE, P.E.
RENTON
D.L. OFFE, P.E. e�acx
Planning /Building /Public Works Dept.
NO. REVISION BY DATE APPIR
AS
GRAPHIC SCALE
0 20 40 so
I inch = 40 feet
BU IT
HONEYBROOK CIRCLE
JAYMARC at HONEYBROOK, LLC
REVISION NE 6th Street DRAINAGE
REVISION DATE 9/17/2012
V*#
V) �
P4
W dow, la�
W�g Owl
z zNtt
0
d
z
"IOU
PT m
2
0
w [ u
0
109/10/2012
11