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LEGEND:
CONCRETE SIDEWALK
ASPHALT PAVEMENT
WATER METER VAULT
•...... •
LANDSCAPE
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
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�FGIST G
SS�ONAL
MAG NAIL W/WASHER
STAMPED "LS 33130"
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F
0
/EG/FG 39.52
EG/FG 39.51
0+.10
0+10
0+.40
NEW CB #1 (PUBLIC)- TYPE CB
W/ FRAME AND VANED GRATE
PER COR STD PLAN 200.00-\
RIM ELEV39.40 39.44
2 8" IE (E) 37.85 37.86
0+40
0+.
EG @ CL OF ALLEY
70 LF 8" DI SD @ 0.5% (PUBLIC)
0+
0+90
1 +00
1 +I10 1 +I20 1 +I30
I
1 +40
1 +I50 1 +I60 1 +70
1 +80
0
i"17
7 7
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Q
. . . . . . . . . . � Q
. . LL cn . . . .
NEW CB #3 (PUBLIC)-
2.15%
48 LF 8" DI SD @ �61/>7 (PUBLIC)
O J
�
TYPE 1 CB W/ SOLID LID PER
.
UI Q � � � .
COR STD PLAN 200.00
11 % MAX SLOPE
°
RIM ±39.10 39.39
(DRIVEWAY APRON)
I .
8"�'
IE (W) 36.66 36.46
FG @ CL OF ALLEY POWER DUCT BANK
EX 2" GAS . . .
8" IE (S) 36.19 35.23 Q
TOP ±36.68 .
TOP ±37.08 . . .
R"N IE 35.25
( ) 3�
- -
- - - -
°
NOTES:
CTL DUCT BANK
NEW CB #2 (PUBLIC)- TYPE 1 CB
SEE SHEET C06 FOR UTILITY
CROSSING INFORMATION.
W/ FRAME AND VANED GRATE TOP ±36.48
PER COR STD PLAN 200.00 EX 6" GAS
EX 12" GAS I . . . . .
.
30
RIM ELEV 39.65r 39.67 TOP ±35.78
8" IE (W) 3�9 37.52 1
/TOP ±36.28 . . . . .
. . I . I .
2 ��
" I E E EX 8 SS I E ±35.82
8 ( ) 37-� 37.49
�� +
EX 12 WA I E _32.65
I
20
0+I90 1 +I00 1 +I10 1 +I20 1 +30
1 +40 1 +50 1 +60 1 +70
1 +80
I \ VVIVI
LEAD/TACK W/WASHER EG/FG 39.50
STAMPED "LS 33130" //I EG/FG 39.46
-o
EG/FG 39.52 TOC 39.96
EG 39.54 TOC 39.05
EG/FG 39.76 G 38.97
......
EG/FG 39.78
EG/F EG/FG 39.83 EG/FG 39.96 r-FG
�G/FG 38.97 . . .
PUBLIC IM 39.44 2 HH I II IEG39.68 1 I . . . .
LEY 39.67�8.0'@1.EG/FG 39.60 EG/FG 39.74. 2 D 3I9.661
M 33 C�3 MAX (TY )
SD�SD SD SDSD SD SD SD SD b SDI---� SD
EG/FG 39.44 . . . . . . . . . . . . . .
EG/FG 39.35 a
. . . . . . . . . . . . . . . . . . . EG/FG 39.77 FG 39.78. FG 39.74 I EG/FG 39.00
.................
4 w EG/FG 3�►.08 . ., . .
UGP . , .UGP. UGP UGP UGP UGP UGP UGP. . U.GP UGP UGP UGP EG/FG 39. 1 I FG 39.58 I -
. . . . . . . . . . . . . . . . . . . . . . . . . I. .
. _
. . . . . . . . . . .
__ - G/ G 39.13
FG 39.47 FG 39.80 FG 39.99 M -EG/FG 39.03
a FG 39.63 `-FG 39.11
FG 39.63
z FG 39.50 FG 39.77 0` P L=G/FG 39.03 ucP
FG 39.71 ITOC139.53 .
--1
a EG/FG 39.63 a .,cl-
SERVICE
ENTRANCE
FF 39.63
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.
u
2 C❑NSTRUCTI❑N RECORD DRAWINGS
1 P❑ST-PERMIT REVISI❑N- UTILITY C❑NFLICT
NO. REVISION
CONSTRUCTION RECORD DRAWING:
THIS SHEET CONTAINS AS -BUILT INFORMATION. MINOR
REVISIONS ARE SHOWN BY STRIKING THROUGH THE ORIGINAL
TEXT AND DENOTING THE AS -BUILT INFORMATION ADJACENT.
OTHER REVISIONS ARE DENOTED BY REVISION CLOUDS.
AS -BUILT INFORMATION WAS SURVEYED BY D.R. STRONG AND
SUPPORTING PHOTOS AND DOCUMENTATION WAS PROVIDED
BY SRM (CONTRACTOR). DCG IS REPONSIBLE FOR NOTATING
THE AS -BUILT INFORMATION ON THE DRAWINGS BUT IS NOT
RESPONSIBLE FOR THE ORIGINAL AS -BUILT DATA PROVIDED
TO DCG.
SURVEYED:
SCALE:
DESIGNED:
CT
CT
01/08/20
DRAWN:
RB/CT
CT
01 / 2 5 / 19
CHECKED:
TG
BY
DATE
APPR
APPROVED:
TG
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
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CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.7
I.E. 8"PVC(S)=36.6
G/FG 38.99
cn
0
C. I
G/FG 38.98
CB, SOLID LID
G/FG 38.98 TOP=39.43
I y- I.E. 8"PVC(N)=35.8
I I.E.8"PVC(S)=35.8
I.E. 8"PVC(W)=35.18
EG/FG 38.98
SDMH, TOP=39.34
I.E. 8"PVC(E)=35.2
I.E. 8"PVC(S)=35.1
I.E. 8"PVC(N)=35.1
R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG LU
(UNDERGROUND UTILITY cc
LOCATIONS ARE APPROXIMATE) <
• DATE:
CITY OF MERRILL GARDENS AT RENTON CENTER- ADDITION 1/8/20 J
FIELDB%R RENTON 104 BURNETT AVE S, RENTON, WA 98057 PAGE:
PAGE:Ir
DRAWING NO: I r
Plan ning/Building/Public Works Dept. DRAINAGE PROFILE C08 LU
SHEET: 8 OF: 34