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Utlities Underground location Center
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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
STORM NOTES:
1: 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.
2: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS
CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION
MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS
CONSTRUCTED AS PART OF THIS SUBDIVISION.
_ _ COMPLIANCE WITH THIS REQUIREMENT WILL BE
- ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR
RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN
-'---� I INT'X STA. 203+76.40, NE 2ND CT APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL
�. � � �" I
STA. 300+30.00, VASHON PL NE BUILDING PERMIT FOR EACH LOT.
� STORMWATER ! 3: HOME OWNERS ASSOCIATION IS RESPONSIBLE FOR
MAINTENANCE AND OPERATION OF THE STORMWATER
-- VAULT I VAULT.
4: 1 p FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS
O I SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD
REPAIR BY EACH LOT OWNER.
5: THE RESTRICTED FOOTPRINT FLOW CONTROL BMP HAS
- 6 BEEN UTILIZED FOR THIS PLAT. EACH LOT IS LIMITED
TO 2,300 SF OF IMPERVIOUS AREA.
-
VASHON PL NE_ - 5 -
12 :i I
j 11
9 ! INT'X STA. 302+42.00, VASHON PL NE
' I
! = STA. 105+23.97, NE 2ND PLACE
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13 14 15 19 4 I 20
• - .. ... .. ...... 'T� I
. .............................................................. ... EXISTING FIRE
HYDRANT
: V :. ASHON AVE NE
' 18
•b 1-7
16' 3 I I�
INT'X STA. 200+29.00, VASHON AVE NE
I = STA. 103+64.97, NE 2ND PLACE
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INT'X STA. 400+30.00, NE 2ND CT
STA. 201 +97.08, VASHON AVE NE I I I I I
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EXISTING FIRE I I
HYDRANT
I'
- - I
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
INT'X STA. 51 +75.10, UNION AVE NE INT'X STA. 53+43.12, UNION AVE NE
STA. 403+73.50, NE 2ND COURT = STA. 100+25.00, NE 2ND PL
1
1
NE 2ND
CT
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NE 2ND PLACE
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KEY MAP
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SCALE: 1 " = 50'
50' 25' 0 50' 100,
UTILITY CROSSING TABLE
STA.
102+57.00,
,
3.40
LT.
IE=397.42
SD
CR=396.42
WA*
STA.
102+57.00,
3.35'
LT.
O
IE=397.32
SD
CR=395.81
SS
STA.
103+64.40,
15.30' LT.
3
IE=392.02
SD
CR=390.87
SS
STA.
103+74.97,
15.36 LT,
®
IE=391.81
SD
CR=390.81
WA*
STA.
105+28.97,
,
0.51
LT.
O
IE=389.34
WA*
CR=383.35
SS
STA.
105+34.22,
14.49 RT.
6
IE=389.07
WA*
CR=388.71
SD
STA.
105+34.31,
1.75'
RT.
O
IE=386.91
SD
CR=383.28
SS
STA.
302+15.39,
5.00'
LT.
®
IE=389.58
WA
CR=386.80
SD
STA.
302+15.14,
6.06'
RT.
O
IE=387.35
SD
CR=383.90
SS
STA.
300+45.22,
5.00'
LT.
1 p
IE=394.41
SD
CR=393.37
WA
STA.
300+45.22,
6.00'
RT.
11
IE=394.83
SD
CR=386.96
SS
STA.
300+35.00,
6.00'
RT.
Q
IE=395.49
WA
CR=387.15
SS
STA.
202+60.06,
6.33'
LT.
13
IE=397.79
SD
CR=394.74
SS
STA.
202+64.79,
4.52'
RT.
14
IE=397.66
SD
CR=396.61
WA
STA.
201 +91.92,
0.89'
LT.
15
IE=399.16
WA
CR=395.35
SS
STA.
201 +96.82,
26.91' LT.
16
IE=398.69
SD
CR=396.38
SS
STA.
201 +90.22,
23.33' LT.
IE=398.41
SD
CR=397.41
WA
STA.
201 +56.87,
0.57'
LT.
1 g
IE=397.86
SD
CR=394.29
SS
STA.
201 +56.94,
10.00' RT.
1 g
O
IE=398.08
SD
CR=397.00
WA
STA.
103+74.97,
,
4.28
LT.
p
IE=392.65
WA*
CR=389.96
SS
* = FIELD ADJUST/DEFLECT WA = WATER LINE
IF NECCESSARY SD = STORM DRAIN
IE = INVERT ELEVATION SS = SANITARY SEWER
CR = CROWN
NOTE: VERIFY EXISTING WATER MAIN ELEVATIONS AND DEFLECT
VERTICALLY AS NEEDED TO AVOID CONFLICT WITH
GRAVITY UTILITY LINES.
R-345030
RECORD DRAWING
SECOND SUBMITTAL ESM 1/31/200 suRVEYEo: scA
VERTICAL: NAVD
1988
2 THIRD SUBMITTAL ESM 10/22/201 C DESIGNED:GLADCO DEVELOPMENT, L.L.C.
• ' HORIZONTAL: NAD 1983/183/1991 �� CITY OF � s'jQ
FOURTH SUBMITTAL ESM 12/06/201 ROSEWOOD HIGHLANDS P GD600K:
MYLARS ESM 12/22/201 DRAW _III& RENTON
ONE INCH I DATUM DRAWING NO:
CONSTRUCTION SET ESM 02/24/2011CHECKED: P COMPOSITE UTILITY PLAN
AT FULL SCALE Planning/Building/Public Works De t. UT-01
IF NOT ONE INCH
REVISION DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: IF:
31
REVISIONS
NO.
DESCRIPTION DATE
BY
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
5
CONSTRUCTION SET
ESM
02/24/2011
6
AS BUILTS
09/12/2011
ESM
7
AS BUILT MYLARS
ESM
10/19/2011
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s�ONAL'�
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JOB NO.: 1352-001-006
DWG.
NAME:
UT-01
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE:
10/19/2011
DATE
OF
PRINT:
UT-01
8
OF 31 SHEETS
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