HomeMy WebLinkAboutR-396212NE 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
N
(0
C'7
O
0
W
W
rr
LU
U
Q
U
n
z
O
z
W
rr
N
T
o,
3
q
n
I
0
o'
I
Q
0
m
I
Q
i
0
0
_T
C
E
E
0
0
0
0
U
Q
0
o'
QD
i
0
N
i
i
EL
C
0
0
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
N
0
Q N
420
��oN
z orn
U p0
U J + c+0
O �
w
LLI
F_
Z V) N L J UJ
400
0
wl
ZI
J
I
I
O I
U7
CV M
+ C 06
O Co
M
I II
N LJLLJ
a a
5.022%
56 L.F. if SD 0 2.07%
-7 1 r 9 n" c- n 4 7 Pf
I
C13-2, TYPE 2-54"
CONTROL STRUCTURE
J80 C13-1, TYPE 2-49 .
SEE SE 172ND ST PROFILE, 6S
SHEET RD-02 STA 0+73.64, 1.88' LT - .
RIM=400.77 zn- cn
IE=392.00 8"0) W - � - - - -
IE=391.49 �lfO) N
IE=391.36 1 f O S -
12 L.F. T PVC 0 31.96%
C1373, ITYPE 1
W/ SOLID LICKING LID
J60 STA 0+73.32, 13.40' LT .
RIM=400.63 SS-
IE=395.69 (TO) N,E -
I
THE PROFILE VIEW CALLS
VV I so ■V� / ■
CROSSING # 1
STA. 1 +23.31, 21.98' RT.
12" SD IE=400.88
8" SS CROWN=399.01
SEPARATION=1.87'
CDZ
FINISHED GRADE
CDM
AT DRIVE AISLE
J EXISTING GRADE
w AT DRIVE AISLE 1
a
5.49%_
0
WO DETENTION PIPE
INLET-1
STA. 1 +27.14, 4.5 LT
RIM--4e3-48- rdM=403.37
£8--48CB-10A, TYPE 2-48"
W/ SOLID LOCKING LID
' STA 1 +31.38, 20.56' R
RIM-484.86- RIM=405.11
- IE=391.57 (WO) N
- IE=402.01 (8 O) E
CB-4, TYPE 1 I
S+A. 1 ,-- �, ' - STA 1 +22.75, 9.43' LT
3.19S RIM=403.02
IE=400.37 (TO) N,E,S
96" 0 DETENTION PIPE
THE
CONNECT
ON FRC
IM
THE
TANK TO THE
OUT
ET
CONTROL
STRUCTURE
SHOULD
BE 3
-IN
MINI
AUM PER
ECTIO
5. 1 .
. 1 OF TH
SWD
.
WA
THIS CHA
GED T
12-1
OR IS TH
S AN
ERROR?
28 L.F. 8" PVC 0 1.80%
0
36 LF 6' PVC
REFERENCE LINE
SEE SHEET RD-04
0
o
rn OIR
r� ffj
+
+
+ O
Q
QJ
C:)
J
V) Lj Lil
(n
Ed
3.33%
4.44%
z
�
91 LF g PVC 2.17%
n
I !'
Ono
r o rn r i o
o F�
C13-8, TYPE 2-48"
STA. 1 +23.22, 41.27' RT.
SEE COURT YARD, RP-06
INLET-2
STA. 1 +77.43, 5.5 R1
p4li- i es. is
RIM=405.39
INLET-3
STA. 1 +77.47 15.5 RT
R{#-;-
MM=405.48 INLET-4
STA. 1 +87.14, 4.5 LT
-- oRill! 186.68
RIM=405.51
MODULAR WETLAND OUTFALL MODULAR WETLAND INTAKE
STA 1 +01.07, 13.59' LT .
RIM=402.81 RIM---492.S RIM- CB-5, CONCRETE INLET
J40 IE=396.18 (TO) S +E-�9 S - STA 2+06.59, 16.74' LT .
STA 1+11.93, 11.50' LT RIM=405.76 6-9gr
RIM=402.81 IE=402.42 EDRIVEA IE=400.21 (TO) INIE=402.35 �15'0�6'0S `F
EXISTING GRADE FINISHED GRADE
AT DRIVE AISLE AT DRIVE AISLE Z SCALE: HOR: 1"=20'
VER: 1" =10' 3§ LF. 4" PVC ® 8. 7%
O O O O O o O o O
0+00
0+50
15
thANNIVERCA1)y
Surveying
Engineering
LDCIPlanning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
WX
0 O,
J80
Z
4 o
W i
v�
Z~
N
J60
■
■
■
IJ40
■
THIS IS NOTED AS 6-IN IN
PLAN VIEW
FOR TRASH INCLOSURE
ROOF DRAIN
-20' CITY EMERGENCY
ACCESS ESMT
45 LF T PVC
P'j --1
-rt
I
I
SCALE: 1" =
20'
(le)
CID
20'
0
20' 40'
N
O
O
r
NOTE
T
SEE SHEETS DT-01
THROUGH DT-03
FOR STORM DRAINAGE
0
NOTES AND
DETAILS.
I
I LEGEND
STORM PIPE
SEWER PIPE
WATER PIPE
�
CHECK DAM, SEE
DETAIL SHEET DT-01
TOPOGRAPHIC DISCLAIMER
I TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
1+00 1+50 2+00 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 12-13-18 SURVEYED: LDC SCALE:
HORIZONTAL HAD ;N3719,1 C T Y 0 E
DESIGNED: AS NOTED
DRAWN: MEV RENTON
NC ONE INCH DATUM
CHECKED: MEV AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: MEV SCALE ACCORDINGLY
PERVIOUS PAVEMENT N
O
PROPOSED ASPHALT OO
PROPOSED GRIND/OVERLAY I CD
AS-BOIL T
DRA WINGS
T
Q
J
u�
H
n
i
N COMPLIANCE WITH CITY OF RENTON STANDARDS W
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108TH AVE SE, RENTON, WA 98055
ROAD AND STORM DRAINAGE PROFILES
R-396212
U
Q
W
DAM
04-08-17
flElDB00K: O
PAGE:
DRAWING NO:
RD-03 Z
sl+EEr: 2 123