HomeMy WebLinkAboutR-412335SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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WEST
8, TOE
FND 2-
34.50'
CALC. INTX. J
SDMH 2564)
RIM=29.86'
18" IE 23.68' S-
15" IE 23.68' E
12" IE 23.68' N-
S . COR. OF WALK -
I
2.1'N. x 4.9'W.
OF CORNER
CB (20551
RIM-29.38'
18" ADS IE 23.47 (N)
18" ADS IF 23.27 (S)
SDMH L-9 i
(2858)
RIM 29.71
1 "ADS
IF 2 .61(E)
48'C0NC
IF
23 00(N)
30"ADS
IE 22.96(S)
VAULT
VENT
RIM=29.89'
(VAUL ACCESS)
SDMH L-7 i
(2859)
RI 30.50
18"ADS
IE 3.72(E)
30"ADS
IE 3.63(N)
SSMH (1982�
METRO SEWER'
RIM=30.81'
TBM-A
ELEV=30.81'
0= 2'16'26"
R=597.00'
L=23.69'
' C R. IS 0.4'E. OF
E'L EDGE OF WALK
W CORNER CLFNC
IS 0 8'S. x 20.3'E. OF
CORNER AND
6'S. 0"
LEGEND
®SD® PROPOSED STORM DRAINAGE PIPE 20.0 220.10 20.2
SD EXISTING STORM DRAINAGE PIPE
- - - - -FD- - - - - FOOTING DRAINAGE 2
-3.1
❑ TYPE I CATCH BASIN 00.0
C-3.9
(101
11
A
IJ
MIMI
1' 101
TYPE II CATCH BASIN 201.00 04.5
3.1 3.1
STORM DRAIN CLEANOUT 26.0
-3.1
PLAZA AREA DRAIN 3
-3.1
OUTFIELD AREA DRAIN 1
C-3.1
FRENCH DRAIN 1
-3.1
BIOPOD BIOFILTER 1 2
-3.1 -3.1
STORM SYSTEM IS PRIVATELY OWNED
AND MAINTAINED.
ALL ONSITE STORM DRAINAGE PIPE SHALL BE
CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE
WALL, OR OTHER CITY -APPROVED MATERIAL PER
2017 CITY OF RENTON SURFACE WATER DESIGN
MANUAL TABLE 4.2.1.A2, UNLESS OTHERWISE NOTED.
2 RECORD DRAWINGS NAVIX 09.29.22 JET
0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET
0� 1 RECORD DRAWINGS NAVIX 05.17.22 JET
O
NO. REVISION BY DATE APPR
SDMH 2738)
RIM-29.96'
18" IE 22.49 (W)
24" IE 22.49 (S)
36" IE 22.49 (N)
SSMH 27391
RIM=30.03'
15"PVC IE 19.81(W)
15"PVC IE 19.91(SE)
ALC. INTX.
NOTHING FOUND
N
0
-COR. IS 1.0' N'LY OF S'L
EDGE OF GONG WALK
PWR CONT. N.
COR. OF ALK IS 8.7'S.
OF CORNER
SDMH (2743)
RIM=30.28'
24" IE 2261(N)
(PER PLAN)
'OWEST' TMH
BUS STOP SHED
BOLTED TRASH CAN
BUS SCHEDULE SIGN
CB 1130
RIM=30.41'
8" DI IF 28.49 (E)
SD
COMM VLT'
NE CORNER CLFNC IS 3.
FORM CONT. E.
FOPM COLT. SW.
NO VISIBLE PAINT
'TS-LT'
?SE COR. 6'CLFNC
IS 1.4'N. x 1.4'E.
'BOEING LOT E3' SIGN
STALL
N
0 25 50 100
r
SCALE: 1 inch - 50 ft.
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'ITF I CIVIL
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
� ZAR
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itally sign
by nelle T flin
2022.09.3
418 6:34:oa-z5oo
IONAL
ENGINEERS CONSTRUCTION RECORD CERTIFICATION
i q III
THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN
INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD
CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR
Z
VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD
MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT
REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY
CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, a
CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT
EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING
CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. Q
NAVIX CERTIFICATION Q
R-412335 BY 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS V
W
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SURVEYED:
Z.NALL
SCALE:
VERTICAL: AD 1 83/1
HORIZONTAL: NAD 1983/1991
® CITY O F
oR RENTON
ARCO/M U RRAY
TOPGOLF RENTON
780 LOGAN AVENUE NORTH
DATE:
09.26.2022
J
O
DESIGNED:
J.GREEN
FIELDBOOK:
PAGE:
DRAWN:
DRAWING N0:
C-3.0
J.GREEN
ONE INCH
DATUM
�
Planning/Building/Public Works Dept.
RENTON WA 98057
a
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CHECKED:
J.TAFLIN
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
APPROVED:
SHEET: OF:
OVERALL DRAINAGE PLAN
J.TAFLIN
35 82
1111,.