HomeMy WebLinkAboutTED4003450.35WETLAND
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
AT REAR OF LOTS 24-27. n
SEE DETAIL SHEET DT-01
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20' DEPRESSED CURB SECTION (TYP. LOTS
24-27) SEE "CEMENT CONCRETE APPROACH FOR ROOF DRAIN
WETLAND BUFFER DRIVEWAYS AND ALLEYS" DETAIL SHEET DT-04 CONNECTION (TYP)
I
50' FLOW DISPERSION TRENCH
AT REAR OF LOT 23.
SEE DETAIL SHEET DT-01
O CURB FLTABLE
BCR
1/4 p
1 /2 p
3/4 p
ECR
390
r'
24
25
26 27
C.B. #12, TYPE 1
STA. Znn , " 22
1 }z ' LT.
C.B. #11, TYPE 1
300+45.35,
11.16
STA.=!- LT.
30 L.F., 12-0
S.D.
301 +52.00,
107
10' PRIVATE JOINT
;,-BCrL.F.,
UTILITY EASEMENT JOINT UTILITY
12" 0 S.D.
TRENCH
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C.B. #13, TYPE 1
STA. , LT.
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300+ 15.20, 11.17'
23
N --�
INT'X STA. 203+76.40, NE 2ND CT
.,
E
00+ l 02
= STA. 300+30.00, VASHON PL NE
I
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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PROPOSED SEWER -
SPLIT RAIL FENCE SEE -- -o-- - 13
LANDSCAPING PLANS I : :12
ACCESS RAMP SEE DETAIL F011 '
SEE SHEET RD-04 ON SHEET DT-01 (TYP)
NE 2ND CT
C.B. #14
SEE SHEE RD-04
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m
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2' MIN COVER
007.
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PVI STA = 301 +50
PVI ELEV = 396.71
_ -4.97 A.D.
K = 15.08
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C.B. 12 TYPE 1
T.G. _ 398.59 3M 50
I.E. = 394.18, 12" 0 394. C.B. 11 TYPE 1
T.G. _ 4449
395-.85
30 L.F.. 2"0 S.D. ®-�*- -i5�%- S=1.50%
I.E. _ 39zT� 12" 0 392.20
PROPOSED -64- L.F. 12"0 S.D. @
SEWER 64
C.B. #13, TYPE 1
T.G. = 398.59
I.E. = 395.66,, 6"0 394.98
I.E. _ 394.56,, 12"0 394.57
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SEE SHEET RD-03
NE 2ND PL
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LOW POINT ELEV = 392.67
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POINT STA
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PVI
STA =
302+10
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PVI
ELEV =
392.52
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A.D. =
8.98
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K = 2.23
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-4&- L.F. 12"0 S.D.
S=9.22% C.B. 11, TYPE 2-48" 01 '9
THRU CURB INLET
T.G. _ 'ter 391.72
I.E. = 684:48, 12" o 386.30
I.E. _ 384.28, 18"0 383.98
I.E. = 383-�18, 24"0 383.72
300+40
300+80 301 +20 301 +60 302+00
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
1
SECOND SUBMITTAL
ESM
1/31/200
SURVEYED:
SCALE:
1"=20'
2
THIRD SUBMITTAL
ESM
10/22/201
DESIGNED
3
FOURTH SUBMITTAL
ESM
12/06/201
4
MYLARS
ESM
12/22/2010
DRAWN:
ONE INCH
5
CONSTRUCTION SET
ESM
02/24/201 t
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
DATE
APPR
APPROVED
RENTON JOB NO.
302+40
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
20' 10, 0 20' 40'
SCALE: 1 „_ 20' HORIZ.
1 =10 VERT.
VAULT INLET
SEE SHEET RD-03
7
-7- L.F., 24"0 S.D.
C.B. #1, TYPE 2-48" o
W. THRU CURB INLET
STA.-392i-ram` . `;= LT.
302+ 15.70, 10.77'
#.rL.F., 12"0 S.D.
44
C.B. #18, TYPE 1
STA. ' RT.
PER DETAIL SHEET DT-01
105+33.19, 17.89'
INT'X STA. 302+42.00, VASHON PL NE
STA. 105+23.97, NE 2ND PLACE
THICKENED EDGE
SEE SHEET RD-01
I.E. = 388:-16, 12" 0
390.73
n 1
1
1
NE 2ND CT
z 2ND z
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? NE 2ND PLACE
r1
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)
NOTES:
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.
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.
AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE �p,ND
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERAL CCEPT D PROFESSIONAL ENGINEERING
AND/OR SUPVEYIK PRAC CE.
JONA AN D. KARLjN, %L.S. NO. 41959 °OVAL it►�
DAT
CITY OF
ML
RENTON
Planning/Building/Public Works Dept.
R 345035
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
ROAD AND STORM PLAN AND PROFILE
400
390
:!
FIELDBOOK:
PAGE:
DRAWING N0:
RD-05
SHEET: OF:
13 31
REVISIONS
NO. DESCRIPTION/DATE BY
1 SECOND SUBMITTAL ESM
O1/31/2008
2 THIRD SUBMITTAL ESM
10/22/2010
FOURTH SUBMITTAL
3 12/06/2010 ESM
MYLARS 4 ESM
12/22/2010
5 CONSTRUCTION SET ESM
02/24/2011
6 AS GUILTS ESM
09/12/2011
AS BUILT MYLARS
7 10/19/2011 ESM
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�S�ONAL EN6�
JOB NO.: 1352-001-006
DWG. NAME: RD-05
DESIGNED BY: KAO
DRAWN BY: CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
R D-05
13 OF 31 SHEETS
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