HomeMy WebLinkAboutTED4003450.10A PORTION OF THE NW 1 /4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
STREET SIGN SEE NOTE
(TYP.)
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Q Q ` DETAIL F004 ON SHEET
II DT-04 (TYP)
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F
C.O. IE=405.08 -
6"0 S.D. 0
2% MIN (TYP)
3
C.O. IE=402.90
3' MIN. (TYP)
4
6"0 S.D. 0 S=2%
MIN. CONNECTED T0�
WALL DRAIN
5' PRIVATE JOINT
UTILITY EASEMENT
C.O. IE=400.20-
- - C.O. IE_400.31-
101 +00 t
42' - 32 - 102+00
INT'X STA. 53+43.12, UNION AVE NE I - -
= STA. 100+25.00, NE 2ND PLACE
' - -
I '
C.B. #22 I
SEE SHEET RD-01 '
SEE SHEET RD-01
@B CURB R TABLE
BCR
1 /4 p
1/2 p
3/4 p
L.P.
ECR
420
410
400
390
STATION
OFFSET
ELEV.
103+23.97
16' LT.
397.82
----
----
397.28
----
---
396.53
----
----
395.95
200+66.06
16.31' LT.
395.85
200+70.00
16' LT.
395.90
p= 90'00; 00" R= 25.00' L=39.27'
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BCR
1/4 p
1 /2 p
3/4 p
ECR
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EXISTING 8"O D.I. W.M.
STATION �eT
ELEV.
104+05.97
16 LT.
395.41
----
----
395.58
----
----
395.65
----
----
395.73
200+70.00
16' RT.
395.90
p=90'00'00" R=25.00' L=39.27'
2.03%
O 00
0;
PVI STA = 101 +00
PVI ELEV = 410.20
A. D. _ -3.40
K = 22.09
75.00' VC
100+40 100+80
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
THICKENED EDGE SEE J PROPOSE[
DETAIL ON SHEET RD-01 SEWEf
EXISTING GRAVEL DRIVEWAY.
CONTRACTOR TO GAIN OWNER
PERMISSION AND ADJUST GRADE USING
SIMILARY MATERIAL AS REQUIRED.
C.B. #7, TYPE 1
STA: 102+50.50, 17.99 RT
PER DETAIL SHEET DT-06
NE 2ND PLACE
(MINOR ACCESS)
20' 10' 0 20' 40'
SCALE: 1 „= 20' HORIZ.
1 =10 VERT.
VASHON AVE SE
SEE SHEET RD-04
C.B.
#8, TYPE 1
SEE
SHEET RD-04
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#5, TYPE 1
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W/ ROUND FRAME
"
57 L.F. 15 S.D.
AND
SOLID ROUND LID
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STA:
103+50.48, 15.23" LT.
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C.B. #6, TYPE 1
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ON SHEET
DT-03 (TYP)
STA: 102+50.50, 15.22
LT.
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MAILBOX LOCATION
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C.B.
#4,
TYPE 1
STA. 103+00
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STA:
104+07.50, 15.53' LT.
SEE DETAIL H026 ON
- - SHEET DT-01 -
-
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NOTES:
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1.
SEE SHEET HC-01 FOR HORIZONTAL CURVE DATA.
7
- - -
-
2.
SEE SHEET UT-01 FOR UTILITY CROSSING INFORMATION.
103+00
- - I
-
104+00
3.
EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED
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BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED
100 L.F. 12*0 S.D.
W
WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY
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X
DISCREPANCIES.
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4.
CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM
- --
_
- -
_
W
THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT
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V
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ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE
Q
ENGINEER UPON COMPLETION OF THE PROJECT.
INT'X
STA. 200+29.00, VASHON AVE NE
5.
STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED
= STA.
103+64.97, NE 2ND PLACE
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.
EXISTING GRAVEL DRIVEWAY.
EXISTING GRAVEL DRIVEWAY.
6.
STORM RUNOFF FROM LOTS 23-27 TO BE DISCHARGED TO
CONTRACTOR TO GAIN
CONTRACTOR TO GAIN OWNER
ADJACENT WETLAND/STREAM BUFFER VIA INDIVIDUAL LOT
OWNER PERMISSION AND
PERMISSION AND ADJUST GRADE
FLOW DISPERSION TRENCHES. THE DOWNSPOUTS OF ALL
ADJUST GRADE USING
USING SIMILARY MATERIAL AS
OTHER LOTS TO BE CONNECTED TO THE ROAD CONVEYANCE
SIMILARY MATERIAL AS
REQUIRED.
SYSTEM VIA A PERFORATED PIPE CONNECTION. SEE DETAILS
REQUIRED.
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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PROPOSED
GRADE 0
OF ROAD EXISTING
GRADE 0
OF ROAD
12"0 S.D.
0 S=1.82%
-- -5.43�
PROPOSED
SEWER
101 +20 101 +60
0
FIRST SUBMITTAL
1
SECOND SUBMITTAL
2
THIRD SUBMITTAL
3
FOURTH SUBMITTAL
4
MYLARS
N0.
PVI STA = 103+40
PVI ELEV = 397.17
A. D. = 3.25
K = 23.09
75.00' VC
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K) 0)
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2' MIN. COVER
100 L.F. "
12 S.D. ® S=5.18%
I.E. = 398.22, 6"0
I.E. = 397.72, 12"0
102+00
102+40
I.E. =
398.32, 12" 0
102+80
ESM
10/15/200
SURVEYED:
SCALE:
1 "s a
ESM
1 31 2
/ /
DESIGNED
ESM
0/22/201
ESM
2/06/201
DRAWN: M�
M.Y
ONE INCH
ESM
2/22/201
1 CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
REVISION
B Y
DATE
A P P R
I APPROVED:
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8"0
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PVC SEWER
C� II w
-2.18%
57 L.F., 15"
0
S.D. 0 S=1.95%
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).
W/ ROUND FRAME T.G. = 395.39
AND SOLID ROUND LID I.E. = 391.93, 6"0
T.G. = 396.80 I.E. = 391.18, 15" 0
I.E. = 392.54, 12"0R 3450 10
103+20 103+60 104+00
VERTICAL- NAVD 198B HORIZONTAL NAD 1983/1991 CITY OF GLADCO DEVELOPMENT, L.L.C.
;!
"u RENTON ROSEWOOD HIGHLANDS
DATUM Planning/Building/Public Works Dept. ROAD AND STORM PLAN AND PROFILE
344 3-4o
420
410
400
390
FIELDBOOK:
PAGE:
DRAWING N0:
RD-02
SHEET: OF:
10 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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C/ST�
s'ONAL �
2 �/o
JOB NO.: 1352-001-006
DWG,
NAME: RD-02
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE:
12/22/2010
DATE
OF
PRINT:
RD-02
10 OF 31 SHEETS