HomeMy WebLinkAboutTED4003450.32STREET SIGN SEE NOTE
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INT'X STA. 53+43.12, UNION AVE NE
STA. 100+25.00, NE 2ND PLACE
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C.B. #22
SEE SHEET RD-01
C.B. #21
SEE SHEET RD-01
OB
CURB FLTABLE
BCR
1/4 p
1 /2 p
3/4 p
L.P.
ECR
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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A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
20' 10' 0 20' 40'
SCALE: 1 "= 20' HORIZ.
1 "=10' VERT.
VASHON AVE NE
SEE SHEET RD-04
C.B. #8, TYPE 1
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NE 2ND CT
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KEY MAP
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" C.B. #5, TYPE 1 0 I:` 58 "
6 0 S.D. 0 S=2% W/ ROUND FRAME I I : = L.F. 15 0 S.D.
MIN. CONNECTED TO '
AND SOLID ROUND LID
C4 I ` C.O. IE=407.31 JOINT UTILITY WALL DRAIN STA: ' LT.
+o 1 C.O. IE=405.08 TRENCH 10' PRIVATE JOINT 103+49.88. 15.49 SIDEWALK RAMP SEE DETAIL F011
DRIVEWAY APPROACH PER UTILITY EASEMENT C.B. #6, TYPE 1 --- ON SHEET DT-03 (TYP)
I `DETAIL F004 ON SHEET 6 S.D. C.O. IE=402.90
DT-04 (TYP) ----, 2% MIN (TYP) STA: 102+57.05, 15.12 LT. C.B.4, TYPE 1
3 MIN. (TYP) _ C.O. IE=400.2
............. �............. MAILBOX LOCATION
-----......-• .... ................=................ -
`._ 104+07 1 15 06 LT
..... ,.......... C.O. IE 400.31 STA 103+00
--------------------- 7'
O CURB FLYABLE
BCR
1/4 p
1 /2 p
3/4 p
ECR
-------- t.................. 26 0
----------------------..............._........�_�.................... SEE DETAIL H
-- SHEET DT-03/ .
.
+ NOTES:
--- B C d-
- - - - - - - - - O p 1. SEE SHEET HC-01 FOR HORIZONTAL CURVE DATA.
101+00 ---- __ r
42' - 32' - 102+00 - - - - - - - 0 2. SEE SHEET UT-01 FOR UTILITY CROSSING INFORMATION.
_ 103+00
104+00 3. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED
92 I - � rj BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED
33 L.F. 12"� S.D. W WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY
EXISTING 8"0 D.I. W.M.
STATION
OFFSET
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'
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THICKENED EDGE SEE -/ PROPOSO
DETAIL ON SHEET RD-01 SEWEI
EXISTING GRAVEL DRIVEWAY.
CONTRACTOR TO GAIN OWNER
PERMISSION AND ADJUST GRADE USING
SIMILARY MATERIAL AS REQUIRED.
L.F. 12"0 S.D. (,�J � DISCREPANCIES.
" - - - - - Z
- - - - - - - - - - - J W 4. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM
C.B. #7, TYPE 1
STA: RT.
PER DETAIL SHEET DT-01
102+57.44, 18.05'
NE 2ND PLACE
(MINOR ACCESS)
_ W
THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT
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ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE
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ENGINEER UPON COMPLETION OF THE PROJECT.
INT'X STA. 200+29.00, VASHON AVE
N
5. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED
= STA. 103+64.97, NE 2ND PLACE
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.
EXISTING GRAVEL DRIVEWAY.
EXISTING GRAVEL DRIVEWAY.
ALLOWABLE
6. STORM RUNOFF FROM LOTS 23-27 TO BE DISCHARGED TO
CONTRACTOR TO GAIN
CONTRACTOR TO GAIN OWNER
PIPE MATERIALS
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
1. REINFORCED CONCRETE PIPE.
OTHER LOTS TO BE CONNECTED TO THE ROAD CONVEYANCE
SIMILARY MATERIAL AS
REQUIRED.
2. DUCTILE IRON (WATER SUPPLY, CLASS
50
SYSTEM VIA A PERFORATED PIPE CONNECTION. SEE DETAILS
REQUIRED.
OR 52).
ON SHEET DT-01.
3. SOLID WALL POLYETHYLENE PIPE
(SWPE;
7. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT
ALSO KNOWN AS HDPE PIPE OR
HDPP).
CITY OF RENTON TRENCH RESTORATION AND STREET
4. CORRUGATED POLYETHYLENE PIPE
(CPEP).
OVERLAY DETAIL.
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-2.03%
100+40
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
PVI STA = 101 +00
PVI ELEV = 410.20
A. D. _ -3.40
K = 22.09
75.00' VC
100+80
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GRADE 0
OF ROAD EXISTING
GRADE 0 33
OF ROAD 33- L.F.,
12"0 S.D.
S=3.61 X
-5.43%
PROPOSED
SEWER
101 +20
101+60
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
3 FOURTH SUBMITTAL
4 MYLARS
5 CONSTRUCTION SET
N0. REVISION
102+00
PVI STA = 103+40
PVI ELEV = 397.17
A. D. = 3.2 5
K = 23.09
75.00' VC
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12 "vs S.D. CAD
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I.E. = -59�6, 6" 0 397.91
I.E. =-39:F.26r, 12"0 397.09
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 Z
GENERALLY ACCEPTED PROFESSIONAL ENGINEERING
AND/OR SU VEYI G PRA TICE. o `;
41959
JONAT D. KARL N, L.S. NO. 41959 °�'AL .I,A�
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L.F.,
15"o
S.D. 0
C.B. J5, TYPE 1 T.G. = 19b-39 395.58
W ROUND FRAME I.E. = 391.93 6"0 391.78
C.B. #7, TYPE 1 AND SOLID ROUND LID I.E. = 391.+8r, 15" 0 391.10
T.G. 401 22 400.77 T.G. _ '396.5:F 397.08 (NOT FINAL RIM GRADE)
- r
1. E. _ 399.04, 6"0 1. E. = 392.54 12 "0 392.44
398.28, 12*0 I.E. = 392.29 15"0 392.07
102+40 102+80 103+20 103+60 104+00
ESM 1/31/200 SURVEYED: SCALE:
VERTICAL NAVD 1988 CITY O F
f_`V�fn• HORIZONTAL NAD 1983/1991 3/1q
ESM 10/22/201 DESIGNED: 1 �-
ESM 12/06/201 DRAWN: Rm RENTON
ESM 12/22/201
ONE INCH DATUM
ESM 02/24/201 CHECKED:
AT FULL SCALE Planning/Building/Public Works Dept
IF NOT ONE INCH
BY DATE A P P R APPROVED: SCALE ACCORDINGLY
k
Q
R-345032
420
400
390
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DATE:
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS FIELDBOOK:
PAGE:
DRAWING NO:
ROAD AND STORM PLAN AND PROFILE RD-02
SHEET: OF:
10 31
EVISIONS
SCRIPTION DATEBY
F
OND SUBMITTAL/31/2008
ESM
2
THIRD SUBMITTAL
ESM
10/22/2010
3
FOURTH SUBMITTAL
ESM
12/06/2010
4
MYLARS
12/22/2010
ESM
5
CONSTRUCTION SET
ESM
02/24/2011
6
AS GUILTS
09/12/2011
ESM
7
AS BUILT MYLARS
ESM
10/19/2011
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S101VAL E �
JOB NO.: 1352-001-006
DWG. NAME: RD-02
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
R D-02
10 OF 31 SHEETS