HomeMy WebLinkAboutR-386004TOP=441.0
INSIDE TOEm436.0
OUTSIDE TOE=437.0
0
s
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15' ;LANDSCAPING --�
TOP=441.0
INSIDE TOE=441.0
OUTSDE ,' tOE=441.0
DAYLIGHT WALL DRAIN --�
STA. 4.29
END TALL
TOP=436.0
TOE=433.8
1' FROM PROPERTY LINE
-SEE SEC71ON BELOW
TOP=441.0
INSIDE TOE= 436.0
OUTSIDE TV'=437.0
PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W M EX. CB
CITY OF RENTON, STATE OF WASHINGTON RIM=441.01
TEMPORARY NO INV=435.91 (18�N)
INV=435.46 (18 S)
J 4 Sm'19'30"E 396.28DISTURBANCE AREA
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--� �\
� FENCE TEMPORARY NO
\ \ 1 DISTURBED AREA" NTH ORANGE
` SAFETY FENCING
8'X8'X1' DEEP
RIP RAP PAD 36
T �OT ��7L 0 T �•,9 2 sgft. 4,92 s .ft. �\ 4 L OT 2
0.11 acres q ,829 sq.ft.
41
A 0.11 acres 0.11acres 4,8.1 sq.ft.
DoT I
ffff/ VA RETENTION TRACT) 436 0.11 acres 7,510 sq. ft.
I '
(PUBLIC ACCESS SEMENT TO CITY) 0.17 acres
442.00
i i I 15,.
i 70 ov12 IAC o
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EXIST►NG HOUSE
TOP 441.0 TO BE REMOVED
\ \
522 ; q f . I I =441.0'. \
i OU TOE=441.0 EXISTING
I
. 2 6 r .� rARAGE TO BE \ ��
10' PUBLIC SEWLRIWA TER REMOVED
PRIVATE STORM EASEM T . . • V10' PUBLIC SEWER/WATER &
V PRI
VATS TORM EASEMENT \
II . .... a
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\ \
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i OU TOE=441.0 EXISTING
I
. 2 6 r .� rARAGE TO BE \ ��
10' PUBLIC SEWLRIWA TER REMOVED
PRIVATE STORM EASEM T . . • V10' PUBLIC SEWER/WATER &
V PRI
VATS TORM EASEMENT \
II . .... a
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ft W � 3+00 CURB ' s�rT ---r+--- ATE ROAD ......... 2 .
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70P=440.0 FOUND 1/1 ii F
-
ro7'� 396.43'
T�aE=434.0'17'0 � .� \
STA. 3+ 73 AEBAR \
S 7 E 301.02
6 MAX.CS #3 AND CAP
2+00
BLOCK WALL CONTROL MANHOLE 3+69, 1+Q 15' RT T1s " STA_ STA. 1 +50 \ 5'
C914, TYPE a-48` � TOP 441.0 ,
RWm441.30
MIV=43&06 (6")
M06434.56 (12&)
TYPE II 54"
6" WALL DRAIN RIM=442.01
O.F.=440.00
INV=436.00
�n
STA. 3+00 FOUND
TOP=441.5 1/2"
BMP NOTE.-
TOE=435.5 REBAR
& CAP
I NFI L TRA TION TRENCHES, DR YWELLS OR OTHER
BMP'S SHALL BE DESIGNED AND APPROVED WITH
BUILDING PERMITS FOR INDIVIDUAL LOTS PER THE
RECOMMENDATIONS OF GEO TECH REPORT
"GEOTECHNICAL INFILTRATION FEASIBILITY LETTER"
BY GEORESOURCES LLC, DATED MAY 23, 2014.
6 rr-IW% RA TIDE 4M5
PVC WIILL DRAW
STA 1+80, 2.85' RT
CS #2 TYPE 11-48"
RIM=440.60
INV=435.06
vtWN 2 - 6
TOP=441.5
TOE=439.5
1' FROM PROPERTY LINE
STA. 1+70, 10.35' RT -SEE SECTION BELOW
CBJ 5. TYPE 11-48" O CURB FL
R#4=440.45 ��
INV=4'34.88 (8") \
INV=435.55 (12') \�D
I
1 00' IHSS BAR PER
C.O.R. H009.1, • 5' FWW SIOEN(ALK
STOP SISI PER C.O.R. 6012 AND
STREET SW PER C O.R. 6013
II I
II'
O II
CD LAI
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Ex CB
11 I RIM= 441.03
II I INV=437.48 (12 -CMP)
I''300E
:110' I EX. SIDEWALK TO BE REPLACED
W/ 8' PLANTER STRIP A 8' SIVEWAL.K
-SEE STREET SECTION
ADD STREETLIGHT TO EXISTING
UTILITY POLE. PSE/4NTOUGHT TO
DESIGN AND BUILD.
I I I
9.5p DEDI CA 77ON
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II
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on I
W �n
II I
EX. DRIWWY aW-CUT TO BE
REMOVED. CONSMWT NEW
ALJ v 1' CM AND GUTTER PER COR STD
PLAN 101
A9SUJfV
II
II
II I CONSTRUCT 16 -UNIT MAILBOX GRAPHIC SCALE
11 I LOCKBOX PER USPS STDS.
20' 0 10' 20'
OII
IN FEET )
1 inch = 20 ft.
II I
01I
SII
20' DRI VELI Y ENTRANCE
- SEE DETAIL BELOW
� n I
II I
' EX. FIRE HYDRANT
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0+
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STA. 0+20.A 1' RT
I I I C8jf 1, T YK 0-48
/ I RW430.20.f (MATCH GUTTER)
u
11 I NEW NVV6434.2+6 (12"V
EX MVV=434.26 (18N&S) (VERIFY)
n I ROTATE STRUCTURE 180' TO PROWDE
11 I SEPARATION BETNEEN W4 TER & SEWR
---- W n
I
�u SSMH RIM EL= 439.45
' IE 8-PVC(NE)=431.10
I Iii j IE 8"PVC(N)=430.80
i
IE 8"PVC(S)=430.75
0
RAMP DOWN 0
2:1 MAX
8' PLANTER STRIP
DETECTABLE WARNING IPATfER
SH CURBLINE FORMED
1 CONCRETE
0+00
DRIVEWAY ENTRANCE
T
SEE C.O.R. STD. PLAN104.1
iECTABLE WARNING P ERN
RAMP DOWN 0
t:1 MAX
EPLACE EX.
IDEWALK TO
EAREST JOINT
DRIVEWAY ENTRANCE
1 " =10'
Know what's b010W.
Call be�.ore YOU dig.
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11 I RIM= 441.03
II I INV=437.48 (12 -CMP)
I''300E
:110' I EX. SIDEWALK TO BE REPLACED
W/ 8' PLANTER STRIP A 8' SIVEWAL.K
-SEE STREET SECTION
ADD STREETLIGHT TO EXISTING
UTILITY POLE. PSE/4NTOUGHT TO
DESIGN AND BUILD.
I I I
9.5p DEDI CA 77ON
II 1
II
u a
n I
on I
W �n
II I
EX. DRIWWY aW-CUT TO BE
REMOVED. CONSMWT NEW
ALJ v 1' CM AND GUTTER PER COR STD
PLAN 101
A9SUJfV
II
II
II I CONSTRUCT 16 -UNIT MAILBOX GRAPHIC SCALE
11 I LOCKBOX PER USPS STDS.
20' 0 10' 20'
OII
IN FEET )
1 inch = 20 ft.
II I
01I
SII
20' DRI VELI Y ENTRANCE
- SEE DETAIL BELOW
� n I
II I
' EX. FIRE HYDRANT
I
I I
0+
00
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u I
�n I
STA. 0+20.A 1' RT
I I I C8jf 1, T YK 0-48
/ I RW430.20.f (MATCH GUTTER)
u
11 I NEW NVV6434.2+6 (12"V
EX MVV=434.26 (18N&S) (VERIFY)
n I ROTATE STRUCTURE 180' TO PROWDE
11 I SEPARATION BETNEEN W4 TER & SEWR
---- W n
I
�u SSMH RIM EL= 439.45
' IE 8-PVC(NE)=431.10
I Iii j IE 8"PVC(N)=430.80
i
IE 8"PVC(S)=430.75
0
RAMP DOWN 0
2:1 MAX
8' PLANTER STRIP
DETECTABLE WARNING IPATfER
SH CURBLINE FORMED
1 CONCRETE
0+00
DRIVEWAY ENTRANCE
T
SEE C.O.R. STD. PLAN104.1
iECTABLE WARNING P ERN
RAMP DOWN 0
t:1 MAX
EPLACE EX.
IDEWALK TO
EAREST JOINT
DRIVEWAY ENTRANCE
1 " =10'
Know what's b010W.
Call be�.ore YOU dig.
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JOB No. 15515
DA TE 10/26/15
SCALE 1 "= 20'
DES#GWD TJR
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