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A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
VASHON PL NE
STREET SIGN SEE NOTE 5
(TYP.) SEE SHEET RD-05
12
C.B. #2, TYPE 2-48"0 I
_ _ - _ THRU CURB INLET I
STA: 302+15.03 10.56' RT.
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10 25 L.F. 15"0 S.D. I
5' PRIVATE JOINT C.O. IE=390.43
UTILITY EASEMENT I I
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6" 0 S.D. ® S=2% MIN. (TYP�
CONNECTED TO WALL DRAIN
O C.O. IE=390.86 I
83 L.F. 15" O S. D.- f -
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NG O ID
Q 42' - 32' - _ 105+00
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DRIVEWAY APPROACH PER
w DETAIL F004 ON SHEET
N LLJ DT-04 (TYP)
� C.B. 13, TYPE 1 L
< STA: 104+90.97, 15.22 LT.
TRANSITION DRIVEWAY WITH
LIKE MATERIALS AS NEEDED
THICKENED
INT'X STA. 302+42.00, VASHON PL NE EDGE
STA. 105+23.97, NE 2ND PLACE
IN
PROPOSED WATER
OUTFALL
STA. 301 +61.67, 98.00' LT.
IE = 384.75
ROCK LINING PAD PER
DETAIL SHEET DT-01
BUFFER LINE PROPERTY
LINE
PROPOSED SEWER I
i I
STORMWATER VAULT
18"0 S.D.1 I SEE SHEET PN i01
22 L.F., I
C.B. #1, TYPE 2-48" 0 1
SEE SHEET RD-05
.41
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7 L.F., 24" 0 S.D. i I
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170
DD CURB FLTABLE
BCR
1 /4
1/2 0
3/4 0
L.P.
ECR
20' 10, 0 20' 40'
SCALE: 1M_20' HORIZ.
1 =10 VERT.
I I EXISTING EDGE OF ASPHALT
STREET SIGN SEE NOTE
5 (TYP.)
106+00
NNW
TRANSITION PAVEMENT EDGE
WITH ASPHALT AS NEEDED
EXISTING ASPHALT TO REMAIN. SAWCUT AND PATCH
AS NEEDED TO CONSTRUCT VAULT AND INSTALL
SEWER MAIN.
C.B. #18
SEE SHEET RD-05
NE 2ND PLACE
(MINOR ACCESS)
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U= PVC SEWER
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CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
2' MIN COVER
I.E. = 389.19, 15"o
THRU CURB -Lff
T.G. = 392.89
I.E. = 388.41, 15" 0
I.E. = 388.16, 18"0
104+80
STATION
OFFSET
ELEV.
104+90.97
16' LT.
393.56
- - - -
- - - -
393.27
- - - -
- - -
392.94
- - - -
- - -
392.92
302+14.25
11.80' RT.
392.89
302+01.00
8' RT.
393.31
Q=90.00; 00" R=25.00' L=39.27'
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NE 2ND PLACE
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.
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24" 0 S.D. GRADE 0
c3' II w 7 L.F., OF ROAD EXISTING 8"0 D.I. W.M.
® S=28.57% Z (ASSUMED ELEVATIONS)
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VAULT INLET
ET RD-05 I.E. = 381.75, 24 -
105+20 105+60 106+00 106+40 R=34501 I
0 FIRST SUBMITTAL ESM 10 15 200 SURVEYED: SCALE
/ / HORIZONTAL:
NA 1953/1 GLADCO DEVELOPMENT L.L.C.
M � HORIZONTAL: NAD 1983/1991 �� CITY 0 F
1 SECOND SUBMITTAL ESM 1/31/2 DESIGNED 1 '� ROSEWOOD HIGHLANDS
THIRD SUBMITTAL ESM 10/22/201 Nx RENTON
Z FOURTH SUBMITTAL ESM 12/os/201 DRAWN: �w -
J M.� ONE INCH
AT FULL SCALE DATUM
4 MYLARS ESM 12/22/201 CHECKED: Planning/Building/Public works Dept. ROAD AND STORM PLAN AND PROFILE
IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY /j f
410
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390
FIELDBOOK:
PAGE:
DRAWING NO:
RD-03
SHEET: 1 1 OF: 1
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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JOB NO.: 1352-001-006
DWG. NAME: RD-03
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 12/22/2010
DATE OF
PRINT:
R D-03
11 OF 3 1 SHEETS