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Unities Underground Location Center
(ID,MT,ND,OR,WA)
A PORTION OF THE NW 1 /4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
STREET SIGN SEE NOTE 5
(TYP. )
11
C.B. #2, TYPE 2-48" 0
- - _ _ THRU CURB INLET
STA: 382 RT.
302+15.60, 10.94'
JOINT UTILITY
TRENCH
10 25 L.F. 15" 0 S.D.
10' PRIVATE JOINT C.O. IE=390.43
UTILITY EASEMENT 6"0 S.D. �
S=2% MIN
CONNECTED TO
WALL DRAIN (TYP)i
C.O. IE=390.86. i
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N :...................�-� L.F. 15 S.D.
-84 + -----------
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42' - 32' - - I Tr
W~ DRIVEWAY APPROACH P
DETAIL F004 ON SHEET
X LLJ DT-04 (TYP)
W= ..._�_ _ ��
C.B. #3, TYPE 1 L
STA: LT.
104+90.88, 14.96'
TRANSITION DRIVEWAY WITH
LIKE MATERIALS AS NEEDED /
INT'X STA. 302+42.00, VASHON PL NE
STA. 105+23.97, NE 2ND PLACE
VASHON PL NE
SEE SHEET RD-05
12
k.........
105+00
THICKENED
EDGE
PROPOSED WATER
\ / U \
PROPOSED SEWER
I I
22 1
21-L.F., 18 0 S.D.
I
C.B. #1, TYPE 2-48" 0
1 SEE SHEET RD-05
7 I
--l" L.F., 24" O S.D.
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t1 1
STREET SIGN SEE NOTE
5 (TYP)
44 LF
1
TRANSITION PAVEMENT EDGE
WITH ASPHALT AS NEEDED
(C.B. #18
SEE SHEET RD-05
NE 2ND PLACE
(MINOR ACCESS)
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1
106+00
OUTFALL
STA. :301 +61.67, 98.00' LT.
IE = 384.75
ROCK LINING PAD PER
DETAIL SHEET DT-01
BUFFER LINE PROPERTY
LINE
f
STORMWATER VAULT
SEE SHEET PN-01
I
i
IN
(D CURB FLTABLE
BCR
1/4 0
1 /2 0
3/4 A
L.P.
ECR
20' 10' 0 20' 40'
SCALE: 1, _20' HORIZ.
1 =10 VERT.
EXISTING EDGE OF ASPHALT
EXISTING ASPHALT TC REMAIN. SAWCUT AND PATCH
AS NEEDED TO CONSTRUCT VAULT AND INSTALL
SEWER MAIN.
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S=19.45%
GRADE
2' MIN COVER
"�
I.E. = 383.98, 18"0
ON
+
OF
25 L.F. 15 0 S.D.
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24"4� S.D.
EXISTING
GRADE
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OF ROAD EXISTING 8"0 D.I. W.M.
®
S=31.00%
Z
(ASSUMED ELEVATIONS)
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15 "
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PVC SEWER
C.B. 3 TYPE 1L
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T.G. = 393-58-393.81
I.E. = 389.9-4; 6"0 389.96
Q
I.E. = 389-1-9~, 15"0 389.19
104+40
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
C.B. 12. TYPE 2-48" 0
THRU CURB INLET
T.G. = 392.89- 392.91
I.E. = 388.41 15"0 388.26
I.E. = 388.16, 18"0 388.26
C.B. #1
SEE SHEET RD-
104+80
105+20
381.55
105+60
106+00
106+40
1 SECOND SUBMITTAL ESM 1/31/200SURVEYED: SCALE: vERncAL: NAVD 19e8
2 THIRD SUBMITTAL ESM 10/22/2010 1Ms20• HORIZONTAL NAD ,sas/,ss,
DESIGNED:
3 FOURTH SUBMITTAL ESM 12/06/2010 1
4 MYLARS ESM 12/22/201 DRAWN:
ONE INCH DATUM
5 CONSTRUCTION SET ESM 02/24/2011 CHECKED:
AT FULL SCALE
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
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'
n �
NE 2ND
CT
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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
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERAL CCEPTED PROFESSIONAL ENGINEERING
AND/ORS VEY G��LA,�TICE.
�J
JON N D. KAR N, L.S. N0. 41959
DA . ~' -
CITY OF
61
RENTON
Planning/Building/Public Works Dept.
R 345033
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
ROAD AND STORM PLAN AND PROFILE
410
390
i
PAGE
DRAWING NO:
RD-03
SHEET: OF:
1 31
REVISIONS
NO.
DESCRIPTION DATE
BY
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
10/22/2010
ESM
3
FOURTH SUBMITTAL
ESM
12/06/2010
4
MYLARS
12/22/2010
ESM
5
CONSTRUCTION SET
ESM
02/24/2011
6
AS BUILTS
09/12/2011
ESM
AS BUILT MYLARS
ESM
10/19/2011
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SS�AL
JOB NO.: 1352-001-006
DWG. NAME: RD-03
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
RD-03
11 OF 3 1 SHEETS