HomeMy WebLinkAboutTED4003450.12A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
" 53 L.F., 120 S.D. C.B. #10,
NOTES: C.O. IE=398.64
1. SEE SHEET HC-01 FOR HORIZONTAL CURVE DATA. SEE SHEET RD-06 SEE SHEET RD-06
C.B. #16, TYPE 1
2. SEE SHEET UT-01 FOR UTILITY CROSSING STA: 202+57.36, 15.22 LT.
INFORMATION. 4 \ C.O. I E= 399.60
INT'X STA. 400+30.00, NE 2ND COURT 21
STA. 201 +97.08, VASHON AVE NE
3. EXISTING DRY UTILITIES SHALL BE REMOVED OR �. \ � `�'- ,� � 34 L.F., 12"S.D.
RELOCATED BY THE APPROPRIATE UTILITY COMPANIES = \ \ \ +�
AND COORDINATED WITH THE CONTRACTOR. NOTIFY \ \ 1
THE ENGINEER OF ANY DISCREPANCIES. C.O. IE=399.50
2k \ C.B. #15, TYPE 1
20
4. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION C.B. TYPE 1 / STA: 202+72.40 15.22' RT.
FROM THE ENGINEERING PLANS. THESE RECORDS STA: 1 +56.78, 15.22 LT. / \ \ 22
SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND 8 PROPOSED SEWER \ \ \ 5' PRIVATE JOINT
TURNED OVER TO THE ENGINEER UPON COMPLETION UTILITY EASEMENT
OF THE PROJECT. 5' PRIVATE JOINT
N UTILITY EASEMENT \ C.O. IE=398.80
5. STREET NAME SIGNS AND STOP SIGNS TO BE O
INSTALLED PER CITY OF RENTON STANDARDS G012 & I\ " / \ ��\ �O �'•.\
G013. FINAL LOCATIONS TO BE DETERMINED DURING 91 L.F., 12 0 S.D. / \ ^_\ � C.B. #14 TYPE 1
CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO \ IE-396"✓� \ XO C.B. '
BE INSTALLED PRIOR TO AS -GUILTS AND COMPLETION \ 7 C.O. = .1 ��(j i O \ STA: 203+42.68, 15.22 RT.
OF CONSTRUCTION. W !' \ �O \ \
_ \ DRIVEWAY APPROACH J �/ C.O. IE=397.80
6. STORM RUNOFF FROM LOTS 23-27 TO BE \ \ PER DETAIL F004 ON P / \ %
DISCHARGED TO ADJACENT WETLAND/STREAM BUFFER SHEET DT-04 (TYP)
VIA INDIVIDUAL LOT FLOW DISPERSION TRENCHES. W \ \ �; % 0 C.O. IE=399.70 15 '% %\
THE DOWNSPOUTS OF ALL OTHER LOTS TO BE N �� C.O. IE-394.60 5 PRIVATE JOINT
CONNECTED TO THE ROAD CONVEYANCE SYSTEM VIA \ = JQ� C.O. IE=399.00 UTILITY EASEMENT 45 L.F., 12"0 S.D.
A PERFORATED PIPE CONNECTION. SEE DETAILS ON XO� C.B.17, TYPE 1 ;\ 3' MIN. (TYP)
SHEET DT-01. �O%
\ x0 \ �p STA: 201 +56.98 15.22 RT. \ `
7. ALL TRENCH RESTORATION SHALL BE PER THE O \ -/ " 70 L.F., 12"0 S.D. - \ \ / `
CURRENT CITY OF RENTON TRENCH RESTORATION `. / 31 L.F., 12 0 S.D. 14 \ 'ti\
AND STREET OVERLAY DETAIL.
\ \\ Rom, .
/ PROPOSED WATER \ %
THICKENED EDGE SEE ---� \ \ � DETAIL ON SHEET RD-01 C.O. IE=395.90 C.O. IE=397.6 /
6"0 S.D. ® 2% MIN. (TYP) SIDEWALK RAMP SEE DETAIL F011 \
\ / C.O. IE=394.00 ON SHEET DT-03 (TYP)
• 13
C.B. J8, TYPE 1
THRU CURB INLET 11 STREET SIGN
STA. 200+65.99 15.86' LT. C.O. IE=393.50 SEE NOTE 5 (TYP)
22 L.F., 12"0 S.D. - \� ` �
C.B. #4 ,(}j X
C.B. 5 \ \ A SEE SHEET RD-02 U \
SEE SHEET RD-02 ` -0 \� Q� \ 25
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INT'X STA. 200+29.00, VASHON AVE NE Oo �� 10\ \ \
= STA. 103+64.97, NE 2ND PLACE SEE SHEET RD-03 SEE SHEET RD-05
VASHON AVE NE - NE 2ND COURT
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LOW POINT STA = 2
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PVI STA = 200
70
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PVI ELEV = 39
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A.D. = 8.36
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12 0 S.D. ® S=5.29%
C.Q.TYPE 1
T.G. = 401.51
PROPOSED I.E. = 398.06, 6"0
SEWER I.E. = 397.56, 12"0
221 F 12"0 (zD S-1 00%
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
C.B. 8 TYPE 1
TH U CURB INLET
T.G. = 395.75
I.E. = 393.266"0
I. E. = 392.76: 12"0
200+40
C.B.
#17. TYPE 1
T.G.
= 401.52
I.E. =
398.68, 6"0
I.E. =
398.18, 12"0
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HIGH POINT ELEV = 403.07
HIGH POINT STA = 202+11
PVI STA = 201 +95
PVI ELEV = 403.75
A.D. _ -8.92
K = 8.41
75.00' VC
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VASHON AVE NE
200+80 201 +20 201 +60
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
3 FOURTH SUBMITTAL
4 MYLARS
fv C. REVISION
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C.B.1 TYPE 1
T.G. = 401.85
I.E. = 398.39, 6"0
I.E. = 397.88, 12"0
34 L.F., 12"0 S.D.
® S=1.00%
ESM
10/15/200
.,, :,'URVEYFD:
ESM
1 /31 /200
DESIGNED:
ESM
10/22/201
_
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ESM
12/06/201
--[
DRAWN: w
ESM
12/22/201
CHECKED:
i I�:inn=..• l
PROPOSED
GRADE
OF ROAD
EXISTING
GRADE ® 1
OF ROAD
2' MIN COVER
1.10. = 4U1.4/ I.u. = l3VV'.0/
I.E. = 398.04, 6"0 I.E. = 396.38, 6"0
I.E. = 397.54, 12"0 I.E. = 395.88, 12"0
23
C.O. IE=396.60
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NE 2ND COURT
202+40 202+80 203+20 203+60
SCALE:
VERTICAL NAVD 1988
1 s20. HORIZONTAL NAD 1983/1991 �:- CITY OF
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
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KEY MAP
20' 10, 0 20' 40'
SCALE: 1"=20, HORIZ.
1 =10 VERT.
- C.B. #13
SEE SHEET RD-05
INT'X STA. 203+76.40, NE 2ND CT
STA. 300+30.00, VASHON PL NE
- C.B. #12
SEE SHEET RD-05
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)
380
204+00 R-3450 12
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
ROAD AND STORM PLAN AND PROFILE
L� l�- 3�' Sv fo
PAGE:
DRAWING NO:
RD-04
SHEET: OF:
12 31
F2EVISIONS
NO.
DESCRIPTION DATE
BY
0
FIRST SUBMITTAL
10/15/2007
ESM
1
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
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JOB NO.: 1352-001-006
DWG. NAME: RD-04
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 12/22/2010
DATE OF
PRINT:
RD-04
12 OF 31 SHEETS
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