HomeMy WebLinkAboutR-411519T L. 722970-0006
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RIM: 41�4.78
fE=44C06 18" (S)
IE=44906 18" (N)
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CONTINUATION -SEE THIS SHEET
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LINE)
IE=468 50
2" (W)
IE=444.33
8" (E)
IE=444.33
8" (N)
470
CB
6 TYPE 2.
480 MH
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ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433
8+00
9+00
OFFSITE STORM OUTFALL
HORIZ. 1 "=30'
VERT. 1 "=5'
xrL
10+00
01
3 REVISIONS PER CITY COMMENTS DATED 612312021
38375
�� 2 REVISIONS PER CITY COMMENTS DATED 410712021
REGISTER �;� 1 REVISIONS PER CITY COMMENTS DATED 112512020
SIONAL
07/01/2021 N0. REVISION
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470 Uj
465 LU
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460 Q
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450
445
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CONTINUATION -SEE THIS SHEET
-7 '77
475
LU
LU 470
LLI 465
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460
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Q) 455
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1450
1440
WORK SHOWN IN THIS AREA WITHIN 164TH AVE SE IS IN
KING COUNTY RIGHT OF WAY. A PERMIT WILL BE REQUIRED
FROM KING COUNTY PRIOR TO THE START OF WORK
RESTORATION WITHIN KING COUNTY R- 0- W SHALL COMPLY
WITH KING COUNTY ROAD STANDARDS
C8 #15, TYPE 2, 60" MH
W/ SOLID LOCKING LID
STA:10+13.93, 0.00'
RIM: 472.42
IE=468.50 12" (W)
IE=444.33 18" (E)
IE=444.33 18" (N)
- w w - w - W
100 LF 18" VC ® 0.50%
EX. 122 LF 12" SD
7.36%
E. 1 /4 CORNER
SEC. 14-23-05
CALCULATED POSITION
C 15, TYPE 2 60" MH
W SOLID LO KING LID
S A:10+13.93 0.00
R : 472.42
11+00
CB 1114, TYPE 2, 48" MH
W/ SOLID LOCKING LID
STA:11+14.05, 0.00'
RIM: 456.56
IE=443.83 18" (W)
IE=443.83 18 (E)
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- w- w
"
4.60% 12+00 12+?6
SD OUTFALL, RIP RAP
OUTFALL PROTECTION
8.5'xl2'x2'
STA: 12+18:18, 0.00'
IE=439.11 12" (W)
I
468.50 12
(W) (REC
NECT EX.
TORM LINE)
1
444.33 18
(E)
I
444.33 18
(N)
\\
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4 TYPE
2 48" MH
I SOLID LOCKING
LID
W
R
456.56
.00
\\
1 _
443.83 18
(W)
1
443.83 18
(E)
STRUC
RES OVER
5' DEEP
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REQUIRE
STRUCTUR
L DESIGN
® 0.50%
\
18
PVC Sp
®
_
60$LO
\
CEI
WLQ
SURVEYED:
SDM
DESIGNED:
NEM
CP
0710112021
CP
0410812021
DRAWN. TLK
PMD
1111212020
CHECKED:
EDM
BY
DATE
AP P R
APPROVED:
CJA
SCALE:
11+00
OFFSITE STORM OUTFALL
HORIZ. 1 "=30'
VERT. 1 "=5'
VERTICAL: NAVD 1988
1 "=30' HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
475
470
465
460
455
450
445
440
12+00 12+25
Know what's below.
Call before you dig.
0 �. + CITY OF
RENTON
Planning/Building/Public Works Dept.
NORTH 00
0 5 10 20 30
SCALE 1 " = 30'
61
•
i
R-411516
S- 411508
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
DEVELOPMENT ENGINEERING 1 �
Brianne Bannwarth 07/01/2021 '
O
Z
DATE:
SKYHORSE SHORT PLAT 1111212020 cry
PR 17- 000438 FIELDBOOK:
PAGE: O
DRAWING NO:
OFFSITE UTILITY IMPROVEMENTS 1460.3
SHEEP: OF
19 :19 `- J