HomeMy WebLinkAboutTED4003450.34A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
" 53 L.F., 120 S.D. C.B. #10,
NOTES: C.O. IE=398.64
1SEE SHEET HC-01 FOR HORIZONTAL CURVE DATA.SEE SHEET RD-06 SEE SHEET RD-06 C.B. #16, TYPE 1
. ...........2
STA: z
................... .......... �...: ' 92 z 1 §� �1�c 2 '
2. SEE SHEET UT-01 FOR UTILITY CROSSING ..z� p. T��-z-� LT.
INFORMATION. 4 .;; ,}` \ 202+17.71, 15.37'
INT'X STA. 400+30.00, NE 2ND COURT\= C.O. IE=399.60 21
3. EXISTING DRY UTILITIES SHALL BE REMOVED OR \ ;..` -- 34/ "
= STA. 201 +97.08, VASHON AVE NE -34- L.F. 12 S.D,
RELOCATED BY THE APPROPRIATE UTILITY COMPANIES '
AND COORDINATED WITH THE CONTRACTOR. NOTIFY C.O. IE=399.50 \ C.B. # 15 TYPE 1
THE ENGINEER OF ANY DISCREPANCIES. �k0� STA: 202+72.40, 15.22
C.B. #9, TYPE 1 } ' RT.
4. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION STA: 201 +56.78, 15.22' LT, 202+72.36, 15.25' 22
FROM THE ENGINEERING PLANS. THESE RECORDS 201 +56.44, 15.24 \ 10' PRIVATE JOINT
SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND g UTILITY EASEMENT
TURNED OVER TO THE ENGINEER UPON COMPLETION \ PROPOSED SEWER
OF THE PROJECT.
10' PRIVATE JOINT
UTILITY EASEMENT C.O. IE=398.80
5. STREET NAME SIGNS AND STOP SIGNS TO BE 0 90
INSTALLED PER CITY OF RENTON STANDARDS G012 & e
GO13. FINAL LOCATIONS TO BE DETERMINED DURING 0 -41-L.F., 12.0 S.D. _ � -� � % � -01
\^'
CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO C.B. #14 � _ / �� ' i� x �--- -� ' TYPE 1
BE INSTALLED PRIOR TO AS-BUILTS AND COMPLETION \ 7 C.O. IE=396.1 _ Q i 00 \ STA: 203+42.68, 15.22' RT.
OF CONSTRUCTION. / _ / 203+42.68, 15.24'
_ \ DRIVEWAY APPROACH J� / \ C.
tx
`y
ti \
6. STORM RUNOFF FROM LOTS 23-27 TO BE N \-...---•-.. \ PER DETAIL F004 ON Q� '� �-::-:_•..••`• / �Q �j, .�.- --- C.Q. IE=397.80
DISCHARGED TO ADJACENT WETLAND/STREAM BUFFER SHEET DT-04 (TYP) /
VIA INDIVIDUAL LOT FLOW DISPERSION TRENCHES. w \ / ; % �0 C.O. IE=399.70 15 �`:•'
THE DOWNSPOUTS OF ALL OTHER LOTS TO BE (/) `% \ C.O. IE=394.60 ; ' / C.O, IE=399.00 45 L.F. 12"0 S.D.
CONNECTED TO THE ROAD CONVEYANCE SYSTEM VIA / JQ' 10' PRIVATE JOINT
A PERFORATED PIPE CONNECTION. SEE DETAILS ON O ,
O ..
C.B. 17 TYPE 1
SHEET DT-01. �O : \ RX # UTILITY EASEMENT : -- 3 MIN. (TYP)
TA: 8 15.22 RT.
O
S 201 +56.9
`L
ALL TRENCH RESTORATION SHALL BE PER THE OO \ 201 +57.15, 15.02 L. F., 12"0 S.D.
CURRENT CITY OF RENTON TRENCH RESTORATION .` ..` ��. 30
AND STREET OVERLAY DETAIL. \ �''�--
/ -3� L.F., 12 S.D. 14 \ ,
\ ��- •
PROPOSED WATER
THICKENED EDGE SEE \ ;' / C.O. IE=395.90 C.O. IE=397.6
DETAIL ON SHEET RD-01 \ c: _
6"0 S.D. @ 2% MIN. (TYP) SIDEWALK RAMP SEE DETAIL F011
C.O. IE=394,00 ON SHEET DT-03 (TYP)../
C.B. #8, TYPE 1 \ 13 /
THRU CURB INLET
STA. 299 LT.
STREET SIGN 200+66.25, 15.72' JOINT UTILITY
\ \�� :�` C.O. IE=393.50 SEE NOTE 5 (TYP) TRENCH
22 L.F., 12"0 S.D. \ \� ::..• / Q : ' /
C.B. #4 / x /
C.B. 5 SEE SHEET RD-02 O�
\
SEE 25 SHEET RD-02 \ 'OQ \
h10
JP -::` /
INT'X STA. 200+29.00, VASHON AVE NE
STA. 103+64.97, NE 2ND PLACE SEE SHEET RD-03 SEE SHEET RD-05
VASHON AVE NE - NE 2ND COURT
AS -BUILT CERTIFICATION:
I 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 CEPTED PROFESSIONAL ENGINEERING
AND/OR SUREYI1YG PRAJE E.
JONATH�K 'D. KARLEN, L.S. NO. 41959
DATE:' /v /9��
'I�
390
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z 1-800-424-5555
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
mo
IT a
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
O O
LO
(D
cD cp
cD
LIJ
z
LOW POINT ELEV =
396.10
w
LOW POINT STA = 2
0+59.57
Q
PVI STA = 200
70
Z
w
c)
PVI ELEV = 39
.80
O
A.D. = 8.36
a
K = 4.78
>
zz
40.00' VC
O
N
O
W
(m
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ON
P.-O
ON
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2.00%� II - - �-
SHEET RD-02 S=1.
22 L.F., 12"0 S.D. 0-9-+a
C.B. 8 TYPE 1
THRU CURB INLET
T.G. = 395.85 396.60
I.E. = 393 26, 6" 0 393.27
I.E. _ -3 -;�6, 12"0 392.80
200+40
O)
N Ln
c6
M
O O
O O
O O O
14-
HIGH POINT ELEV = 403.07
HIGH POINT STA = 202+11
PVI STA = 201 +95
PVI ELEV = 403.75
A.D. _ -8.92
K = 8.41
75.00' VC
0 00
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0
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M
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a)0
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30
+
0
ov
p
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12"0 S.D.
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0 6� 2.99%
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z a w
0
S=1.93%
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m 53
(::)j c~n z
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90
F' 1
6.36%
S=5.22x
S2"� D'
S=1.08%
A
C.B. 9 TYPE 1 C.B. #10
401.Ua T.G. 46-1.88 SEE SHEET RD-
PROPOSED 397.98 I.E. = 398.86,, 6" 0
SEWER 397.50 I.E. = 3'9�'.56, 12" 0
C.B 117. TYPE 1
T.G. _ 49q . 4068
-
I.E. = 398.68, Co 398.23
I.E. _ 3�8, 12 "0 398.08
200+80
VASHON
201 +20
AVE NE
201 +60
202+00
1
SECOND SUBMITTAL
ESM
1/31/200
SURVEYED:
2
THIRD SUBMITTAL
ESM
10/22/201
DESIGNED:
RCL
3
FOURTH SUBMITTAL
ESM
12/06/2010
4
MYLARS
ESM
12/22/201
DRAWN:=
5
CONSTRUCTION SET
ESM
02/24/2011
CHECKED:
NO.
REVISION
PY
DATE
APPR
APPROVED:
N �
M N
+ O
N d
O
N Lil
>> >U>
L� W
PROPOSED
WATER
°�n°
�
0
0
0
O
q- �
�
a?
T.G. =
49+:88 401.84
398.03 I.E. = z�T
6" 0
397.74 I.E. _ -39;F.88,
12"0
34
-3* L.F.,
12" 0 S.D.
0-S-1.99% S=1.12X
PROPOSED
GRADE 0
OF ROAD
EXISTING
GRADE 0
OF ROAD
2' MIN COVER
L.
23
C.O. IE=396.60
24
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+ 0
n O
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0 S.D.
n 1
1
1
NE 2ND CT
LIJ
z J
2ND i�
LJ
z
LJ
Q $
z
o
NEE PLACE
KEY Mr
16
20' 10, 0 20' 40'
SCALE: 1=0' R
1" -110 VERT.
C.B. #13
SEE SHEET RD-05
INT'X STA. 203+76.40, NE 2ND CT
= STA. 300+30.00, VASHON PL NE
W
cl
C.B. #12
SEE SHEET RD-05
Q
o
ALLOWABLE
PIPE MATERIALS
-'
1. REINFORCED CONCRETE PIPE
/
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR
I
Z
52)
O
3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO
z
KNOWN AS HDPE PIPE OR HDPP)
w
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
LL
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390
> 0
T.G. _ .44 T.G. = 399. 9.74 SEE HEET D-05
I.E. _ I.E. = 396.38, 6" 0 396.09 I.E. = 394.22, 12"0
I.E. _ " 1. E. = 395.88, 12 "0 395.79 QSAVE
397.99, 6"0
397.36, 12"O
NE 2ND COURT
202+40 202+80 203+20
SCALE:
1 s20• HORIZONTAL: VERTICAL NAVD �= CITY 0 F
" NAD 1983/183/1991 q
ML RENTON
ONE INCH DATUM
AT FULL SCALE Planning/ Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
R-345034
203+60 204+00
GLADCO DEVELOPMENT, L.L.C.
ROSEV1i00D HIGHLANDS
ROAD AND STORM PLAN AND PROFILE
PAGE
DRAWING N0:
RD-04
SHEET: OE
12 31
112 OF 31 SHEETS
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