HomeMy WebLinkAboutR-401205I
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0
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10 5 0 10 20
SCALE IN FEET
LEGEND:
CONCRETE SIDEWALK
ASPHALT PAVEMENT
WATER METER VAULT
`.`.`.'.`.`.`
LANDSCAPE
+ XX.XX
SURVEY SPOT ELEVATION
GRADING NOTES:
PARCEL AREA:
79,494 SF (1.83 AC)
PROJECT AREA:
16,372 SF (0.38 AC)
EST CUT/FILL:
1210 CY CUT/305 CY FILL
FILL ORIGIN:
TBD BY CONTRACTOR
CURVE DATA TABLE*
RADIUS
LENGTH
DELTA
10.00
4.34
24.84
PC STA
PC OFFSET
PC ELEV [FL]
2+10.66
18.30 RT
39.22
C,I
1/4 ELEV [FL]
1/2 ELEV [FL]
3/4 ELEV [FL]
39.25
39.28
39.31
PT STA
PT OFFSET
PT ELEV [FL]
2+13.74
15.30 RT
39.35
RADIUS
LENGTH
DELTA
10.00
9.88
56.63
PC STA
PC OFFSET
PC ELEV [FL]
2+13.74
15.30 RT
39.35
C2
1/4 ELEV [FL]
1/2 ELEV [FL]
3/4 ELEV [FL]
39.44
39.49
39.53
PT STA
PT OFFSET
PT ELEV [FL]
2+22.09
10.80 RT
39.56
RADIUS
LENGTH
DELTA
10.00
9.88
56.63
PC STA
PC OFFSET
PC ELEV [FL]
2+27.09
10.80 RT
39.58
C3
1/4 ELEV [FL]
1/2 ELEV [FL]
3/4 ELEV [FL]
39.57
39.55
39.51
PT STA
PT OFFSET
PT ELEV [FL]
2+35.44
15.30 RT
39.45
RADIUS
LENGTH
DELTA
10.00
4.34
39.45
PC STA
PC OFFSET
PC ELEV [FL]
2+35.44
15.30 RT
39.58
C4
1/4 ELEV [FL]
1/2 ELEV [FL]
3/4 ELEV [FL]
39.42
39.39
39.37
PT STA
PT OFFSET
PT ELEV [FL]
2+38.53
18.30 RT
39.35
*CURVE STATION AND OFFSET ARE MEASURED AT FACE OF CURB.
ELEVATION IS MEASURED AT THE BOTTOM OF THE FACE OF CURB.
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
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TOP=39.52
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FG 39.63 FG 39.65
SERVICE
ENTRANCE
FF 39.63
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TOC 40.50
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I
TOC 40.5
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
G 39.63
SEE DETAIL "A"
N88°23'47"W
2 C❑NSTRUCTI❑N RECORD DRAWINGS
1 P❑ST-PERMIT REVISI❑N- UTILITY C❑NFLICT
N0. REVISION
FG 39.72
FG 39.8
FG 39.7
MAIN ENTRANCE
FF 40.04
FG 40.04
FG 39.
FG 39
FG 39.
EG FL 39.04,E I.E. 8"PVC(S)=35.8
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ss - s 1. so .
a I 5D1 I . . . SDMH, TOP=39.34
Q 1 1 I I.E.8"PVC(E)=35.2
a I.E. 8"PVC(S)=35.1
1 I • o I.E. 8"PVC(N)=35.1
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TOC 39.64
a I � 0 SSMH, TOP=39.89
E G FL 39.14 �P FULL OF WATER,
PIPES NOT VISIBLE
CTR. CHNL.(N-S)=35.4
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I. I ...S.
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E /FG 39.16�1 TOC 39.70
`.r 1 a C1 I EG FL 39.19,, CB, TOP=38.84
T 39.66-� �EG/FG 39.45 I.E. s"coNC(W)=37.3
M.o SQ♦►� ° SDMH, TOP=39.36
1 I.E. 8"CONC(E)=37.4
d W
a c2 EG 39.00 I.E.8"PVC(W)=3=3
I I.E. 12"CONC(S)=35.3
LEG FL 39.23 9 0� I.E. 12'CONC(N)=35.1
'. TOC 319.73 0. .
a°
o n 1 l i
FG 39.91 m 1 1 EG/ 39.
WATER/FIRE ROOM w 1 I 1
EG/FG 39.54
FF 40.21 IRE 1kL W FIRES ' IRE.
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W W W W w EG/FG 39.05
W W
FG 40.21�
FG 39.99
I � FG 40.21 -
IIIIIIIII-�
120.06'
CT 01/08/20
CT 01/25/19
BY DATE
SURVEYED:
DESIGNED:
CT
DRAWN:
R B/CT
CHECKED:
TG
P P R
APPROVED:
TG
N
O
O
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
Ann
A G C4.
W WM
I ° EG/FG 39.42
IEG FL 39.30
`= W TOC a 39.80 cc
cc
EG FL. 39.31
Tqq 39.81
i
`EG TOC 39.82R-401201
0
n IN COMPLIANCE WITH CITY OF RENTON STANDARD
c
FF=40.4 -U g I
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
VERTICAL: NAVD
1988
HORIZONTAL: NAD 193/183/1 991 • CITY 0 MERRILL GARDENS AT RENTON CENTER- ADDITION
RENTON 104 BURNETT AVE S, RENTON, WA 98057
DATU M
Planning/Building/Public Works Dept. GRADING PLAN
VJ
z
W
0
Ir
QR
DATE: V
1 /8/20 J
FIELDBOOK: J
PAGE: IIr
DRAWING NO:
Ir
C05 CW
SHEET: 5 OF: 34 C