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SHATTUCK AVE.
I C SHATTUCK AVE.
0� 330
30 30
STORM DRAIN I \� STORM DRAINx [7] �I 1747
I�
w I 16.4' AND VARIES TO 20' I w I 8.75' 16.4' AND VARIES TO 14,71'
11-1 ix
_ 28' LLJ
19 17' I 4' 15) 17'
EX. ASPH 12 / I 12 +/ 20
I - -r-� - _- - ---- ----- �-�-- - - -- - ---- -_� �-.� -) EXISTPARKING AREA & GRAVEL SHLD. SB LANE NB LANE AND PARKING . 5 SB LANE j 3'_ NB LANE AND PARKING
6' I I ! 6
[6] I ❑1 I -- 1
2 ❑LE❑
5 VARIES - - - -- -- - - - -- -- - — - __ --�
I , vAGR` VARIES - - - -- -- - _ VARIES
IVARIES gyp_ IFS_ � � � VARIES I
2 2 ( —2" 2
1 13 \ 1 - 1 \ 33 - EXISTING GROUND
1 O �
4" �� vy ; 14 EXISTING CROWN EXISTING GROUND 3 _ i I , 14 EXISTING �,ROWN
3 O
O
6" I 16
i
NOTES:
�- 3 � � 3
(� �� �\ M
MATCH EXISTING PAVEMENT GRADE
L—— -----j
n FULL DEPTH SAWCUT
L:] OVERLAY EXISTING PAVEMENT SURFACE
STORM DRAIN TRENCH, SEE DETAIL DWG RD02 FOR PATCHING DETAILS
48" STORM DRAIN TRENCH, SEE DWG SD08 FOR DETAILS
SEE DWG SDO8 FOR DETAILS
FULL DEPTH SAWCUT
ROADWAY SECTION A—SH/-TTUCK AVE. MATCH EXISTING PAVEMENT SURFACE ELEVATION.
ROADWAY SECTION C-SHATTUCK AVE SEAL W/ CSS-1 ASPHALT
STA 10+23 TO STA 11 +12 E 16.2, AND TAPERS FROM STA. 12+74,
STA 11 + 97 TO STA 14+ 02.84 16.2' LT. TO STA. 14+38.35, 14.85' LT.
SHATTUCK AVE.
30' 30' ] STA. 11 +98 TO STA. 14+02.85
STORM DRAIN
SWALE GRADE LINE
6 SEE DWG RP01 AND RP02 FOR PAVED SWALE ELEVATION
CY 13.1' 16.4' I
Lix
SEE DRAINAGE PLAN FOR LOCATION
x - - I /
OF STORM DRAIN
4' 15' 17'
-- - --- --- -- I SEE EDGE CONDITION DETAIL ON THIS DRAWING
I - 8
20
12'
�_ +�-
__ I -,- - - -- -
EXIST. PARKING AREA SB LANE 3, NB LANE AND PARKING
— — I SHATTUCK AVE.
i 6' I _ - - - -- - 17' ----- - - --- GENERAL NOTES:
- - - 6'
3 I 6 ❑ 2 1 I I 1. ALL DEPTHS SHOWN ARE
E COMPACTED DEPTHS
VARIES ❑ ❑
,I VARIES VARIES VARIES
EXISTING SURFACING LEGEND:
/`I CURB
EXISTING GROUND - r 1
EXISTING CROWN
I ��14 2 �� HMA CL. 1/2 N. PG 64-22 SURFACE COURSE
O3 _-
i I 6"� PAVEMENT TO 20 HMA CL. 1 /2 IN. PG 64-22 BASE COURSE
BE PLANED
MATCH EXISTING DEPTH IF LESS THAN DEPTH SHOWN
O � 6„
O � �\ 03 MATCH EXISTING PAVEMENT ELEVATION % 3 CRUSHED SURFACING TOP COURSE
OR AS NOTED ON TYPICAL SECTIONS_
L - - - - - - - - - - - - - 12D 34260748" STORM DRAIN TRENCH, 12 CONSTRUCTION GEOTEXTILE FOR SEPARATION
SEE DWG SD08 FOR DETAILS
ROADWAY SECTION B-SHATTUCK AVE. EDGE CONDITION DETAIL 13 PLANING BITUMINOUS PAVEMENT
STA 11 +12 TO STA 11 +97 NTS 14 FIBER OPTIC CONDUIT
O
SURVEYED: RAINIER AVE S (SR 167)DATE:
��,�o was£ F,� APPROVED FOR CONSTRUCTION SCALE: NTS VERTICAL: NAVD 1988 IMPROVEMENTS PROJECT
DMJM HARRIS AECOM DESIGNED: HORIZONTAL: NAD 1983/1ggt FIELDBOOK:
cox ` Y. J IANG A6 CITY OF PHASE 1 PAGE:
10900 NE 8TH STREET, SUITE 750 5 0 / DRAWN: Y.JIANG RENTON SHATTUCK AVE S STORMWATER BYPASS pRAWING NO:
BELLEVUE, WASHINGTON 98004
I 0029998 DATUM TYPICAL SECTIONS
CHECKED: ONE INCH I i
PHONE: 425` 454-5600 FAX: (425 454-0220°�'��`IST�t�'w� CITY OF RENTON DATE AT FULL SCALE 1 Public Works Dept. R O i
1 SSIONAL V, R.MEYER IF NOT ONE INCH 1 OF 5
APPROVED: SCALE ACCORDINGLY SHEET: 7 OF: 48
N0. REVISION BY DATE APPR R. MEYER FED AID NO.: ARRA-0167(044)
-34 ;-7 IDi- 273142!,6