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01
v- •,- • - TRACT A
(STORM DRAINAGE)
5 STREET NAME
- \& STOP SIGN
SEE NOTE 4
ADA RAMP #1
SEE SHEET
RD -O6 -
A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
STA. =12 +95.74,
13.00' LT. ?
CB #13, TYPE 1 3 INSTALL (2)
STA 11 +54.93, 12.22' LT DRIVEWAY APPROACH PER __EXISTING SEWER PIPE 12-UNIT
T M
2 DETAIL ON SHEET DT -01 0 BE RE OVED 4 NEIGHBORHOOD 55
1 PROPOSED WATER (TYP•) co MAILBOXES
co
TG =447.57 TG 7G =449.45 f
co TG- 444.09 IE= 443.32, a "e IE= 445.45, 6 "0
%6 "0 S.D. ® 0.5% MIN.
TG 44063 IE= 440.09. 6 "0 IE= 443.32, _ _
';(TYP.) IE =436.38. 6 "0 _- -_1•^ T�' -- I i O
ti0
TG / - - - -_ _.__ - _ - _ _ _______________- _ - I O
TG= 437.38 / _ i__ __ - ��>:
IE- 433.38. 6 "0 / - "� �- ,I. -- - -5' SIDEWAL77 -- - - -- - -- -1
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SXEWE G �� .23 LF. 12 "0 SD T---J -- - - - -�
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SEE SHEEP RD -01
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SEE SHEET RD -01
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STA 33 +40.95, BENSON ROAD S
= STA. 10 +00.00, S 28TH STREET
KC I L A -91004007 / 0087000019 \ \
STI
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STA: 10+
ELEV. 4:
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51� 126 SO
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:. TG =438.70 ITG- 445.60 -
IE= 433.53, 6 "0 IE= 441.60, 6'0:
1
CB #11, TYPE 2 -48 0 CB #12, TYPE 2 -48 "0
STA 10 +96.34, 11.22' RT STA 11 +54.93, 11.22' RT
I
ADA RAMP #2 SEE
SHEET RD -06 .
21 20
CB #7
' I 1
STATION -
OFFSET
-
ELEVATION
1
STA. =1 1 +27.95,
I
LT.
438.21
I
�N
13.00'
LT.
S 28TH STREET
3
STA. =12 +21.28,
13.00'
(RESIDENTIAL ACCESS) -
CEI 11 TYPE 2 -48 "2
TG= 435.47 51 1
i
jF-=4�47'-1 "0 E -
TIE= 430.97 6"0 N . - --
i IIE= 430.97 6"0 SE
.IE= 429.97 18 "0 SW.--
10 +00 10 +40
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F "O"� Way, WA 98003
www.eamcivil.com
ESM JOB #1670- 004 -013
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11 +20
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 MY AR SUBMITTAL
201 LF, 12 0 SD 1
19 I = 0 Lu
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I-
_- _ -_ -_ _
- --
..- .... ... -..
.. .. ... r. � --
-_ TG= 448.54
IE- 444.54, 6 "0
3' MIN. (TYP.) IE= 444.54, 6 "e
10' PRIVATE JOINT EXISTING SEWER PIPE
UTILITY ESM'T. (TYP.)'. TO BE REMOVED
-JOINT UTILITY TRENCH I
(TYP.) 18
19
KEY MAP
DRIVEWAY APPROACH TABLE
LOT ill
STATION -
OFFSET
-
ELEVATION
1
STA. =1 1 +27.95,
13.00'
LT.
438.21
2
STA.= 11+71.28,
13.00'
LT.
441.49
3
STA. =12 +21.28,
13.00'
LT.
445.22
4
STA. =12 +71.28,
13.00'
LT.
447.90
18
STA. =12 +92.66,
13.00'
RT.
448.72
19
STA. =12 +42.66,
13.00'
RT.
446.50
20
STA.= 11+95.66,
13.00'
RT.
443.42
21
STA. =1 1+67.66o
13.00'
RT.
441.20
POND
STA. =10 +82.50,
13.00'
LT.
434.57
* SEE DRIVEWAY DETAIL 2 -030 ON SHEET DT -01
ALLOWABLE PIPE MATERIALS
1 . REINFORCED CONCRETE PIPE
2. DUCTILE R=372913 3 KNOWNWASOHDOPE PIE ORE PIDPPE) SWPE;OALS052)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
PVI STA: '12 +60.00
PVT ELEV 448.88
LVC: {50.00
q CR
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+� p
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y °° PROPOSED RADE ®q O
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J, - -
E ISTING GRADE ®
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W
W ;
/ SEO W
/ / PAP 201 LF. 12 "0 SO Z TA
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23 LF, 120
_ i
® 5 -0.55
11 TYP i
IE= '435.18 12 "0 E
IE- 435.18 12 "0 N
IE�435.18 12 0 W
11 +60
-1 NO. I REVISION
12 +00
ESM
2/11/14
ESM
/15/14
ESM
/12/14
BY
DATE
APPR
12 +40 12 +80
AM CITY OF
Esc
:R � RENTON
08E 0°' DATUM
xErxm aT L ruE Planning /Building /Public Works Dept.
AY c xor orc IIKJI
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SCALE: 1" =20' HORIZ.
1 " =5' VERT.
20 10 0 20 40
NOTES:
1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA.
2. EXISTING DRY UTILITIES SHALL BE REMOVED OR
RELOCATED BY THE APPROPRIATE UTILITY COMPANIES
AND COORDINATED WITH THE CONTRACTOR. NOTIFY
THE ENGINEER OF ANY DISCREPANCIES.
3. 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.
4. 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- GUILTS AND COMPLETION
OF CONSTRUCTION.
5. ALL TRENCH RESTORATION SHALL BE PER THE
CURRENT CITY OF RENTON TRENCH RESTORATION
AND STREET OVERLAY DETAIL
6. STORM DRAINAGE MAINS SHALL BE VIDEOED
FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO
CITY INSPECTOR.
7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION
IS LESS THAN 1 FOOT.
455
450
435
CHECKED FOR COMPLIANCE TO CITY STANDARDS
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ROAD AND STORM PLAN AND PROFILE
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