HomeMy WebLinkAboutR-397419C'7
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FINISHED GRADE
EXISTING GRADE OF
CONVEYANCE SWALE
NEW 12" LCPE PIPE
(LOCATION VARIES)
SECTION A -A
NTS
Q
J
KING COUNTY
0-
— — — — — — —
CITY OF RENTON OS CB #2
W/ SOLID LOCKING LID
O
N=1317958.79, E=178029.89
RIM=401.24
=
(12" LCPE NE, SW)
0INV=398.24
RESTORE LANDSCAPING
W
IN THIS AREA
0
Q
0
W
U
O
N
W
W
17
Cn
420
415
410
405
400
395
390
385
380
Pacific E_rj.; jfj� yIfi
Design, f
ICivil Enginewirit
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Planning Cure:ulinfj tL
USE SELECT STRUCTURE FILL TO FILL IN EXISTING
CONVEYANCE COMPACTED TO 90% OF THE
MAXIMUM DRY DENSITY PER ASTM D-1557
(MODIFIED PROCTOR)
PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M.
I
SELECT BACKFILL MATERIAL SHALL BE CAPABLE OF OBTAINING:
-THE REQUIRED COMPACT DENSITY,
-OPTIMUM MOISTURE CONTENT PER ASTM D 1557 WITHIN f3% AND
FREE FORM DELETERIOUS MATERIAL,
-DOES NOT CONTAIN MORE THAN 5% TOTAL BY VOLUME OF
ORGANIC MATERIAL, CLAY, FROZEN LUMPS, AND ROCKS, CONCRETE, I
ASPHALT, OR OTHER DEBRIS AND RUBBLE HAVING A DIMENSION
GREATER THAN 6 INCHES.
MAPLEWOOD PARK
(PARK) EXISTING TRAFFIC SIGN
EXISTING SSMH
EX. 30' UNOPENED R.O.W.
EXISTING TRAFFIC SIGN v
MAPLEWOOD ESTATES
(RESIDENTIAL DEVELOPMENT)
FUSE SELECT STRUCTURAL
FILL TO FILL IN EXISTING EXISTING 23LF 12"
CONVEYANCE SWALE PVC TO REMAIN
SEE DETAIL THIS SHEET S=0.0034 ROSARIO AVENUE S.E.
WV
INV = 408.56 (EX. 12 NE) 7, EDGE OF EXISTING PAVEMENT
189LF 12" LCPE
S=0.0476
- - - 409
-406 =
-EXISTING EXISTING
CONVEYANCE WATER VAULT
SWALE OS CB #1
I EXISTING \� W/ SOLID LOCKING LID
ROCKERY N=1317954.08, E=178219.07
RIM = 410.00
INV = 408.56 (EX. 12" PVC, NE)
INV = 407.23 (12" LCPE, S) \
CONTRACTOR TO VERIFY INVERT ELEVATION
OF EXISTING PIPE PRIOR TO CONSTRUCTION.
INSTALL NEW CB WHERE EXISTING PIPE
HIGHLAND ESTATES DISCHARGES INTO EXISTING SWALE \
(RESIDENTIAL DEVELO-PMEN 1)
EXISTING 12" PVC SD —
EX CB #5 (TYPE 1)
N=1317973.2687, E=178013.9156 I
RIM=397.41
INV = 393.36 (12" LCPE NW)
INV = 394.19 (12" EX. PVC NW) (TO BE REMOVED)
INV = 393.36 (12" EX. PVC SE)
0+00
INV (EX. 12")=399.89
A-*-
i?_ T -
104 —
A'j
REPLACE EX. PIPE SEE DETAIL
THIS SHEET
AND INSTALL
22LF 12" LCPE
S=0.2255
1 +00
� EXISTING WATER
VALVE CLUSTER
ti
EXISTING CHAINLINK FENCE PERSONAL GATE
EXISTING CHAINLINK CE VEHICLE GATE
.p
° ^ EX. CB #6 (TYPE 1)
I co RIM=410.84
p m INV=408.64 (12" PVC E, SW)
b
s. I Z I
D^
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I I
EXISTING ROLLED
CURB AND
I I SIDEWALK
I
2+00
3 3RD ROUND REVISIONS PER CITY COMMENTS
2 2ND ROUND REVISIONS PER CITY COMMENTS
1 1ST ROUND REVISIONS PER CITY COMMENTS
NO. REVISION
420
415
410
405
400
395
390
385
380
2+45
Sum RYco
o L. LARSEN
AJL
5/8/18
JF
AJL
3/9/18
JF
mAwN
E. MARSHALL
AJL
1 /10/17
JF
CHE K
J. FENG
BY
DATE
APPR
A J. FENG
HIGHLAND PARK
(RESIDENTIAL DEVELOPMENT)
20 0 10 20 40
GRAPHIC SCALE
SCALE: 1A=20'
AREA
OFFSIT
SWALE
SITE
i
I
R08APo0 AVENUE S.E.
iE81DENTIAL ACCESS)
654' I I
I
I
I
I
I
I
154TH AVENUE S.E. ^
(RESIDENTIAL ACCESS) 1 � co
— — W N I
141
_ 156TH AVENUE S.E.
(MINOR ARTERIAL)
�+ I
vl �i
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\I I I
1
\I 1
\- I 00 0 50 100 200
1
GRAPHIC SCALE
� SCALES 1'-100'
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R-397419 1¢
IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING
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R E N TO N PA�� °C
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ONE 1NM DATUM 0
AT FULL SCALE Planning/Building/Public Works Dept. OFFSITE CONVEYANCE SWALE REPLACEMENT PLAN W
IF NCT ONE INCH SHEETo ISCALE ACCORDINGLY C20 C22