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(STA TION 14+49.85 TO STA TION 98+3430
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CONCRETE
,\ 4 CEMENT ON ,/ ✓
Sli EWALK PER COR
S7 PLAN 102
BENSON DRI VE ST T ON 1 +88.74 0 STATION 1 ( A 1 1 T A ION 4+ 35.35,
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pOUB1/F.'E YE�L�W CENTERt.INE I '4" YELLOW TYPE 'lid'
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4" YELLOW TYPE T
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LINE MARKERS (REFL.)
TWO—WAY LEFT TURN LANE
12' 4' YELLOW TYPE 'lid' UNE MARKERS (REFL.)
/' 4" YELLOW TYPE 'I' LINE MARKERS
L • • • • •
NUMBER OF 2—WAY LEFT TURN ARROWS
SPEED LIMIT 25 MPH --- 200' O.C.
SPEED LIMIT 30-35 MPH -- 250' D.C.
SPEED LIMIT 40-45 MPH -- 300' O.C•
CNANNIMAU TON MARK= DKTAIL
ADOPrsn
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M. N ME: Hoof SP PACE: H001
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TIRE TIRE'( —TIRE . TIRE -
TRACK TRACKS TRACKS TRACK
* TYPICAL 4—LANE ROADWAY CONFIGURATION
e NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAMECONFIGURATIONAPPUES. -
KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES 'AND
IN THE CENTER OF TRAVELLED PORTION OF THE LANETO MINIMIZE THE WEAR ON
THE THERMOPLASTIC/PAINT., -
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COMPACTED SUBGRADE s TueW aTu°sars f yi;�,�'Fe, �' t' . APPROvelri s? 1srDw1)a 1.A •.so
CONCRETE CURB &GUTTER (TYPJ
mules
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4" ATB OR
s r. CRUSHED ROCK
COMPACTED SUBGRADE
CONCRETE CURB do GUTTER (TYP.)
PER COR STD. PLAN 101 ADDITIONAL TREATMENT MAY BE
REQUIRED DEPENDING ON SOIL
EAST-- WEST' PRI VA TE DRl VEWA Y STA TION 40+J2 TO STA TION 46+39. 00 L
- NTS C9
SURVEYED:
I D.R. STRONG sJs
T�t
_ - .. DESIGNED: '
CONSUL TING ENGINEERSYLP
'1 ENGINEERS PLANNERS SURVEYORS DRAWN: 1 CEN
a 620 - Rh A VENUE KIRKLAND, WA 98033 CHECKED:
0 42 `
5.827.3063 F 425 627.2423 MAJ
NO. REVISION BY DATE APPR APPROVED:
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