HomeMy WebLinkAboutTED4003450.14410
410
400
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INT'X STA. 51 +75.10, UNION AVE NE
STA. 403+73.50, NE 2ND COURT
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A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.MI., KING COUNTY, WASHINGTON
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C.O. IE=402.50
76 L.F. COLLECTION TRENCH I
0 S=0.50% MIN PER DETAIL
SHEET DT-06
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CIO. IE=400.70 C.O. IE=399.94
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C.O. IE=400.40 NE 2
C.O. IE=402.10
51 L.F. 6"O S.D.
0 2% MIN. (TYP)
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CONNECT TRENCH DRAIN I C.B. #10 C.O. IE=398.90 p t
- TO ROCKERY DRAIN ! SEE SHEET RD-04 U
C.B. f19, TYPE 1 - - - - - - - - - - ! - - - _ - - - 5' PRIVATE JOINT
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STA: 402+70.73, 1 1.22 L
C.O. IE=402.00 I " UTILITY EASEMENT --� - - - - W N
C.B.20, TYPE 1 16 S.D. 0 S=2% MIN. _
- STA. 401 +43.08, 11�23' RT. I CONNECTED TO FOOTING DRAIN Z
7�STREET SIGN ------- ----- _ / W
SEE NOTE 5 (TYP) 128 L.F. 12"� S.D. - 85 L.F. 12"O S.D. - - W
PROPOSED SEWER - , - �- - - - w
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F011 ON SHEET DT-03 (TYP) C.O. IE=406.00 MIN (TYP) C.O. IE=402.70
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SCALE: 1"=20' HORIZ.
1 =10 VERT.
INT'X STA. 400+30.00, NE 2ND CT
STA. 201 +97.08, VASHON AVE NE
O CURB FLTABLE
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1 /2 A
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SIDEWALK RAMP SEE DETAIL -/ I I
1`011 ON SHEET DT-03 (TYP) I T I
C.B. #1 7
C.O. IE=398.00 I I SEE SHEET RD-04
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C.B. #9
SEE SHEET RD-04
VASHON AVE NE, SEE SHEET RD-04
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CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
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LOW POINT ELEV = 408.24
LOW POINT STA = 402+70.73
PVI STA = 402+93
PVI ELEV = 408.09
A. D. = 2.49
K = 30.07
75.00' VC
PROPOSED
GRADE 0
OF ROAD
C.B. 019. TYPE 1
T.G. = 408.01
I.E. = 404.51, 12" 0
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402+80 402+40
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
3 FOURTH SUBMITTAL
4 MYLARS
N0, REVISION
HIGH POINT ELEV = 408.63
HIGH POINT STA = 401 +84.13
PVI STA = 401 +51
PVI ELEV = 408.81
A.D. _ -8.70
K = 8.62
75.00' VC
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LOW POINT ELEV = 402.49
LOW POINT STA = 400+57.85
PVI STA = 400+70
PVI ELEV = 402.17
A.D. = 10.20
K = 3.92
40.00' VC
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PROPOSED
SEWER
402+00 401 +60
ESM
10/15/200
SURVEYED:
ESM
01/31/2008
DESIGNED-M�
ESM
o/22/201
ESM
2/06/201
DRAWN:
aC
ESM
2/22/201
CHECKED:
BY
DATE I
APPR
APPROVED:
m
83207.
p 85 L.F., 12"0 S.D. ®S_
-4.25%
0
C.B. #20, TYPE 1 C.B. #10. TYPE 1
T.G. = 407.42 T.G. = 402.25
I.E. = 402.42, 12"0 I.E. = 399.30, 6"0
I.E. = 398.80, 12"0
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401 +20 400+80 400+40
SCALE:
VERTICAL NAVD 1988
1 rsMN 9 HORIZONTAL- NAD 1983/1991 CITY OF
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
STATION
OFFSET
J.
201 +64.00
16' LT.
+01.43
----
----
401.92
----
----
402.27
----
----
402.57
4( _ - - 72.11
8' LT.
402.91
R= 25.00' L= 39.27'
O CI_ IPR I TABLE
BCR
1 /4
1 /2 0
3/4
ECR
S-i A-i ION
OFFSET
ELEV.
400+59.25
12' LT.
402.25(LP)
----
----
402.31
----
----
402.51
----
---
402.69
202+14.80
1 16' LT.
402.74
A=60'00'00"
R=25.00' L=26.18'
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 & G013. FINAL
LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY
THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO
AS-BUILTS AND COMPLETION OF CONSTRUCTION.
410
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.
410
7. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT
CITY OF RENTON TRENCH RESTORATION AND STREET
OVERLAY DETAIL.
400
ALLOWABLE PIPE MATERIALS
390 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)
DATE:
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS FIELDBOOK:
PAGE:
DRAWING NO:
ROAD AND STORM PLAN AND PROFILE RD-06
SHEFT: OF
14 31
��, �- 34450141
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-06
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE:
12/22/2010
DATE
OF
PRINT:
RD-06
14 OF 31 SHEETS
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