HomeMy WebLinkAboutTED4003450.13WETLAND
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WETLAND BUFFER
A PORTION OF THE NW 1 /4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
STREAM BUFFER
35' FLOW DISPERSION TRENCH
i AT REAR OF LOTS 24-27. n
SEE DETAIL SHEET DT-01 i
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20' 10, 0 20' 40'
SCALE:1"=20' HORIZ.
1"=10' VERT.
ED CURB SECTION (TYP. LOTS"CEMENT CONCRETE APPROACH FOR ROOF DRAIN / - -D ALLEYS" DETAIL SHEET DT-04 CONNECTION (TYP) o
+
24 i o
C.B. 12, TYPE 1 251 26 \ STORM VAULT /
SEE SHEET PN-01 /
STA. 300+45.22> 11.22' LT. i i 27 -------------- < 1 /
C B #11 TYPE 1 / \
,
C.B. 113, TYPE 1 30 L.F., 12"0 S.D. STA. 301 +51.42, 1 1.22' LT. / \
STA. 300+ 14.78, 1 1.22 LT. VAULT INLET
50' FLOW DISPERSION TRENCH
AT REAR OF LOT 23.
SEE DETAIL SHEET DT-01 /
$
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O CURB FLTABLE
BCR
1 /4 p
1 /2 p
3/4 p
ECR
410
390
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STATION
OFFSET
ELEV.
203+43.40
16' RT.
399.63
----
----
399.35
----
----
399.01
----
----
398.69
300+71.00
8' RT.
398.45
p=90-00'00" R=25.00' L=39.27'
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Cal 2 Working Days Before You Dig
1-800-424-5555
Unties Underground Location Center
(D,MT,ND,OR,WA)
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23 10_ - -
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INT'X STA. 203+76.40, NE 2ND CT
STA. 300+30.00, VASHON PL NE
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SPLIT RAIL FENCE SEE --
LANDSCAPING PLANS
SEE SHEET RD-04
NE 2ND CT
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CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
5' PRIVATE JOINT
106 L.F., UTILITY EASEMENT
12"0 S.D.
PROPOSED WATER
I N CD
04 - I
n 00+
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PROPOSED SEWER
13
ACCESS RAMP SEE DETAIL
ON SHEET DT-01 (TYP)
C.B. #14
SEE SHEE
VASHON PLACE NE
I SEE SHEET RD-03
�7 L.F., 24"0 S.D.
C.B. #1, TYPE 2-48"0
W. THRU CURB INLET
STA. 302+15.52, 10.54' LT.
"
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NE 2ND CT
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NE 2ND PLACE 1
1
KEY MAP
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)
64 L.F., 120 S.D. 44 L.F. 120 S.D. NOTES'
+
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12
C.B.
#2
SEE
SHEET RD-03
C.B.
#3
SEE
SHEET RD-03
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(6
In 4
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01
PROPOSED
GRADE 0
OF ROAD U
m'
2' MIN COVER --i
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106 L.F., 12"0 S.D. ®S=1.61%
T.G. = 398.59
I.E. = 394.18, 12"0
30 L.F., 12"0 S.D. 0 S=1.25%
I.E. = 395.06, 6"0
I.E. = 394.56, 12"0
300+40 300+80
/
0
FIRST SUBMITTAL
1
SECOND SUBMITTAL
2
THIRD SUBMITTAL
3
FOURTH SUBMITTAL
4
MYLARS
NO.
PVI STA = 301 +50
PVI ELEV = 396.71
A.D. _ -4.97
K = 15.08
75.00' VC
00
+
EXISTING o
PROPOSED GRADE 0
WATER OF ROAD
U
C.B. 111, TYPE 1
T.G. = 396.39
I.E. = 392.47, 12"0
PROPOSED 64 L.F. 12"0 S.D. 0 S=12.00%
SEWER
,
1.
SEE SHEET HC-01 FOR HORIZONTAL CURVE DATA.
2.
SEE SHEET UT-01 FOR UTILITY CROSSING INFORMATION.
i
I
3.
EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE
C .B. 118, TYPE 1
STA. 105+34.22, 14.69' RT.
APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE
I
PER DETAIL SHEET DT-06
CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
4.
CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE
INT'X STA. 302+42.00, VASHON PL NE
ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON
i
STA. 105+23.97, NE 2ND PLACE
CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER
+
UPON COMPLETION OF THE PROJECT.
0�
THICKENED EDGE
5.
STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY
i
SEE SHEET RD-01
OF RENTON STANDARDS G012 & GO13. FINAL LOCATIONS TO BE
DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED
SEE SHEET RD-O3
TO BE INSTALLED PRIOR TO AS-BUILTS AND COMPLETION OF
CONSTRUCTION.
NE 2ND PL
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.
7.
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF
RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL.
N
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M
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z
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0-
LOW POINT ELEV =
392.67
z
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uj
LOW
POINT STA
= 302+15.54
oz
PVI
STA =
302+ 10
N
a
PVI
ELEV =
392.52
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o
A. D. =
8.98
z
K = 2.23
o
0
01
20.00'
VC
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2.00% -2.
44 L.F. 12"0 S.D.
C.B.
#1, TYPE
2-48"0I
THRU
CURB INLET
T.G. =
392.65
I.E. =
384.78
12"0
I.E. =
384.28:
18"0
I.E. =
383.78,
24"0
301 +20 301 +60 302+00
ESM
10/15/200
SURVEYED:
SCALE:
10- ,
ESM
1 31 2
/ /
DESIGNED:
�'L
ESM
10/22/201
ESM
12/06/201
DRAWN:
p�
ONE INCH
ESM
12/22/201
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCAL-E ACCORDINGLY
REVISION
BY
DATE
A P P R
I APPROVED:
I.E. = 388.10, 12"0
302+40
VERTICAL: NAW 1988
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
DATU M
Planning/Building/Public Works Dept.
R 345013
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
ROAD AND STORM PLAN AND PROFILE
410
390
PAGE
DRAWING NO:
RD-05
SHEET: OF:
13 31
REVISIONS
NO.
DESCRIPTION DATE
BY
0
FIRST SUBMITTAL
ESM
10/15/2007
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
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42334
JOB NO.: 1352-001-006
DWG. NAME:
RD-05
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 12/22/2010
DATE OF
PRINT:
RD-05
13 OF 3 1 SHEETS
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