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Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
RIM=408.0
IE=405.50
45 LF 8" PVC 0 1.94%
"s.
• ,�i
36 LF E" PVC 0 8.97%
z1_
1�0 0 13 70D0275
CB-5, CONCRETE INLET
,
STA. 2+06.59, 16.74' LT
10' LANDSCAPE
BUFFER
470 LF 8'0 STORMWATER DETENTION
TANK SEE SHEET SD-01 FOR
ADDITIONAL DETAILS
91 LF T PVC 0 2.177o
92-L�-rC�
CB-4, TYPE-1
� ne i T
. - i , 9 . i^7nTr
STA. 1 +22.75, 9.43' LT
11 LF T PVC 0 1.50%
SEE PAVEMENT SECTION
ON SHEET RD-07
FILTERRA 10'X6' ENHANCED WATER lt7i
QUALITY TREATMENT VAULT
TA X PA -RC EL
28 LF T PVC 0 1.
_ _ ONCREfE-VALLEY GUTTER a
F�� 10 D D D 1 — STA. 3+52.74, 9.21 RT HEIGHT CONCRETE CURB a— — F OM STA 2+44 -STA 3+53.I::::::::::::::::::SEE DT-03 10' LANDSCAPE ................. .......... [ZERO
FROM STA 3+53 - STA 4+63 �J
N ....^ a
BUFFER SEE DT-03 \ ......
35 LF 8" PVC 2.80?� 30�...... r
^ 61 LF�PVCO TRW ..
'\ I
07
157
CB-13, TYPE-2-48"�
fL
.. LL:/.....
+1
UTILITY ESMT
k
RIM=410.35 COTTAGE B
PVMT
PVMT
I
00 RIM=410.40
,IE=408.25IE=404.14 :...:: ;.PE-2-48"
-
STA. 11 +43.01 47.61'
`
..
MEECB-10,
RIM=410.30
-.'.
CB-9, TYPE-1
nL
OCKING LID IE=403.68;;,_;
',
IE=408.50
W/ SOLID LOCKING LID
I .::.....: .:::
=
I 8. 20P
i•'%nr: � ��
..a'=, :...:: .;. IE=408.50
.
CTA 111nr,'n G7 CGS I TI
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I....'.,_,_. .:N .......
NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHINGTON
HOUSE / ( U) a
I
CB-15 TYPE-2-48"O
CB-6, CONCRETE INLET is '
Lj W SOLID LOCKING LID Q
C13-7, TYPE 1
STA. 2+43.95, 9.54 RT TAX PARCEL ,+A. S -,-r 9.2S' P+ STA. 4+14 03 814' RT �
115'
1
4
15
thANNIVERCA1?y
Surveying
Engineering
LDCIPlanning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
SCALE: 1" = 20'
20' 0 20' 40'
LEGEND
o
STORM PIPE
------------
DRAIN PIPE
ROOFLINE
SEWER PIPE
WATER PIPE
®
DOWNSPOUT
O
STORM DETENTIOM CLEAN OUT
O
YARD DRAIN
STOP SIGN
PERVIOUS PAVEMENT
PROPOSED ASPHALT
PROPOSED GRIND/OVERLAY
i-
UTILITY CROSSING
NOTES
1. ALL ROOF DRAIN PIPE IS 6" 0 AT 2.0% MIN SLOPE UNLESS
OTHERWISE SPECIFIED.
2. SEE SHEET RD-02-RD-06 FOR ROAD AND STORM DRAINAGE
PROFILES.
3. SEE SHEET SD-01 FOR STORM DRAINAGE DETENTION PIPE
DETAILS.
PIPE CROSSING TABLE
STA 1 +23.22, 22.00' RT. (DRIVE A)
1
8" PVC PIPE BOTTOM=400.88
12" SS TOP=399.01
PIPE SEPARATION=1.87'
STA 1 +23.22, 30.40' RT. (DRIVE A)
2 8" PVC PIPE BOTTOM=403.75
8" WATER TOP=402.25
PIPE SEPARATION=1.50'
STA 16+98.98, 17.11' LT. (SE 172ND ST)
3 12" PVC PIPE=391.64
8" SS TOP=389.22
PIPE SEPARATION=2.42'
STA 1 +23.22, 1.48' LT. (DRIVE A)
4 8" PVC PIPE=400.52
8' DETENTION PIPE TOP=399.00
PIPE SEPARATION=1.52'
STA 2+10.17, 10.21' LT. (DRIVE A)
5 8" PVC PIPE=402.42
8' DETENTION PIPE TOP=399.00
PIPE SEPARATION=3.42'
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1 \
._I -' / �� \�, IN COMPLIANCE WITH CITY OF RENTON STANDARDS Lull
A S-B UIL T
DRAWINGS
TOPOGRAPHIC DISCLAIMER
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
0 AS —BUILT DRAWINGS MEV 12-13flAP
SURVEYED: LDC SCALE:
DESIGNED: MEV 1 -20' HM W IN3i1991 uR % C TY OF
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON RENTON SPECIAL CARE COMMUNITY
DRAWN: NC 17033 108TH AVE SE, RENTON, WA 98055
ONE INCH DATU M
CHECKED: MEV AT FULL SCALE Plan ning/Building/Public Works Dept. ROAD AND STORM DR�4/NAGEPLAN
IF NOT ONE INCH
NO. REVISION BY DATAPPROVED: MEV SCALE ACCORDINGLY R-396210
U
Q
W
DAM 04-08-17
flElDB00K: O
PAGE:
DRAWING NO:
RD-01 Z
SHEET. 0F.
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