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11
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NO
PARKING
FIRE
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12'x18'
NO PARKING FIRE LANE SIGN
SCALE N.T.S.
STEEL PIPE SLEEVE SWING
CAP OVER POST (SIZE
ACCORDINGLY) (TYP) OPENING PER PLAN
DRILLED PLATES WITH PIN AND
PROVISIONS FOR PAD LOCK -\
3" MIN. HIGH WHITE
BLOCK LETTERING
RED BACKGROUND PAM
FIRE LANE CURB PAINT
SCALE N.T.S.
2.5 "0 GAVANIZED STEEL
TOP PIPE RAIL (TYP)
FINISHED GRADE ---------- Z
2 °0 GAVANIZED STEEL 6 °(MIN.)0 GALVANIZED STEEL
PIPE RAIL (TYP) PIPE GATE POST (TYP) —�
CONCRETE GATE POST
NOTE ALL STEEL PIPE SHALL BE SHOP FABRICATED FOUNDATION (TYP) —
AND WELDED AND HOT DIP GALVANIZED.
DOUBLE SWING STEEL GATE
SGNL. N.T.S
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. . . . . . . . . . . . . . . . . . . . Consultants :.• - - 1111.. P.O. Bm 1787 425-391-1415
Issoquah, WA 90027
485 Rahw Blvd N, Ste 201
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BY I DATE I APPR
TYPICAL ROADWAY IMPROVEMENT SECTION
SCALE ,• =5'
RECOMMENDED FOR APPROVAL
BY:_ DATE 7•L3•yn�
BY: DATE
BY: DATE
BY: DATE
BUILDING PERMIT
x,.. -��»� CHILD School
k R= 314209
�� DATUM
it „Q,�,o, DETAILS
R SYx/QLR/QY /�
4/25/14
C5.2
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2
WELD 311V STL PLATE TO TOP
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OF 20x2' T.S. AS WEATHER
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6' -0" MAX.
6' -0" MAX 2 °0 STD STEEL PIPE POSTS
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CLOSURE G14NO WELDS
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APRON 3
14 C U•
2 "0 SID STEEL
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SMOOTH. AS REO•D FOR FLUSH
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AT EACH POST
PIPE W/WELDED
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ALUMINUM PLATE
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SIGN PER PLAN
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STEEL SLEEVE
co
STEEL PIPE TYP
(TYP)
TEGUL AIINERALEAD
OR E PDXY GROUT
STRUCTURE BELOW
TOP OF CONC.
-
MIN.
.
1111
ALUMINUM PLATE
SEE POST
SIGN PER PLAN
HOST 84SE
BASE DETAIL
STEEL
RAIL DETAIL
°W-
0
2•x2• T.S. SIGN POST, HOT
INSOMRMTS
°x
DIP GALVANIZED. SET IN 100
WWDRNLFOR
CDNC. FOOTING, OR TREATED
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4%4" WOOD POST SET IN
14 0 EPDXY
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COMPACTED SELECT BACKFILL
COATED BAR AT
EACH NOSE
— —
— — —
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EXP.JI'.
A.
SECTION •A a•
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snEL Posr INS7AUATM MAY uSE
HOT DIP GALVANIZED SHOP
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MANUFACTURED BOLT DOWN ANCHOR
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PUTS ON CONCRETE FINISH
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SURFACES IN_UEU OF FOOTING
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STEEP POSTS, OR COMPACTED
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SELECT 8AMUL FOR
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TREATED 4'X4' WOOD POSE
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CONCRETE
STAIRS
IL
3
SCALE N.T.S.
SIGN POST DETAIL
4
SCALE: N.T.S.
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R/W
30'
30'
PUBLIC R/W
PUBLIC R/W
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0.5'
s
p C
5'
8' 0 5'
16'
VARIES
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0
SIDEWALK
PLANTER
o 0
max
3;
a O
SEGMENTAL
BLOCK WALL
(PRIVATE)
I
N
2'±
EXISTING
GRADE
SAWCUT
LINE 2%
EXISTING
- - -
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GRADE
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CONCRETE CURB
AND GUTTER
HMA CL 1" OVER
6" MINERAL
EXISTING EDGE
AGGREGATE TYPE
2, COMPACTED
OF PAVEMENT
EXISTING EDGE
TO 95% MAX DRY
DENSITY (TYP)
OF PAVEMENT
FT:7kA'IZ9 me,
BY I DATE I APPR
TYPICAL ROADWAY IMPROVEMENT SECTION
SCALE ,• =5'
RECOMMENDED FOR APPROVAL
BY:_ DATE 7•L3•yn�
BY: DATE
BY: DATE
BY: DATE
BUILDING PERMIT
x,.. -��»� CHILD School
k R= 314209
�� DATUM
it „Q,�,o, DETAILS
R SYx/QLR/QY /�
4/25/14
C5.2
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8
aC
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m