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LE.(6n IN)=195.00 1 MIN COVER OVER .� / 4
LE.(6nOUT)=8 195.01 /
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TRNECH . � PROVIDE STORM
SEDIMENT CONTROL STRUCTURE I CLEANOUTS FOR00
PER DETAIL ON SHEET C8. II \ MAINTENANCE / / • / a
0
EP=196.00
050 \ - Ie% Unit
ROOF DOWNSPOUT 4
" I �' to rn CLEAN OUT (TYP.)
5LF 6 ADS N- 12 /
0 1.007.(MIN.) �I ` / / ®C�
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EXISTING 5 UTILITY _ _ - - \ - - r TOP OF WALL EL: 202.70t \
EASEMENT PER AFN# R - - \ \ / BOT. OF WALL EL:202.25 \\ /� \
7709060799 TOP OF WALL EL•206.00f
TOP OF WALL EL:198.30 I /
TOP OF WALL EL: 200.25 � � PN BOT. 0� WALL EL:204.00 ,
BOT. OF WALL EL:196.80f BOT. OF WALL EL:199.50f - _ \ / 8137900000 \ I a
PROPOSED GROUND @ CENTERLINE -A
mAb
210
1 205
1 200
195
SITE ADDRESSi 905
1 NE
98056
FACE OF WALK IS TO BE CONSTRUCTED
FLUSHED WITH THE LIGHTPOLE'S
FOUNDATION.
ASSUILT RECORD 140TE
THE SHOWN HORIZONTAL AND VERTICAL LOCATIONS OF THE
STORM DRAINAGE AND ROAD SYSTEMS WAS FIELD SURVEYED
BY ME OR UNDER MY DIRECTION. THOSE RELYING ON THIS
RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT
VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY
PURPOSE.
\ NOTE: SLOPE GROUND AT A MAXIMUM
\ / SLOPE OF 4:1 UP TO 3 FEET FROM THE
\ BACK OF SIDEWALK
'10/�Aj
k
p6
/
i
v
OF SHARED ACCESS.
RP RP SC SC
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1.50%
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i
CD
DA
EXISTING GROUND 0 CENTERLINE
OF SHARED ACCESS.
-- -SHARED
ACCESS
-
STA:3+00.00 TO STA:4+90.00
_
1" =10' HORZ. 1" = 5' VERT.
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2' MIN.
L . lit
3/8" EXPANSION JOINT
o
d-
u `V
1-1/2" STEEL PIPE (TYP.)
<s
4" MAXIMUM (TYP.)
HANDGRIP-a�
a
J a
STEEL PIPE
CONSTRUCTION NOTES
IT INSTALL 2-48LF INFILTRATION TRENCHES PER THE TYPICAL SECTIONS
ON SHEET C8.
D® PAVE DRIVEWAYS AS PER THE TYPICAL SECTION ON SHEET C8.
DA PAVE DRIVE AISLE AS PER THE TYPICAL SECTION ON SHEET C8.
CONSTRUCT 5' WIDE CONCRETE WALKWAY AS PER THE DETAIL ON SHEET C8.
ST CONSTRUCT CONCRETE STAIRS AS PER THE DETAILS ON THIS SHEET.
RP RESTORE PAVEMENT AS PER THE DETAIL ON SHEET C7.
SC SAWCUT FULL DEPTH. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING
ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH
ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH SECTION 9-02.1(6)
OF THE CURRENT WSDOT STANDARD SPECIFICATIONS. THE NEW ASPHALT
SHALL BE FEATHERED BACK OVER THE EXISTING TO PROVIDE FOR A SEAL
AT THE SAWCUT LOCATION AND THE JOINT SEALED WITH GRADE AR-4000OW
PAVING ASPHALT.
EC REPLACE EXISTING EXTRUDED CURB PER THE DETAIL ON SHEET C7. PAINT
CURB RED TO MATCH EXISTING FIRE LANE STRIPING.
R® RETAINING WALL DESIGNED BY OTHERS. SEE CONCRETE WALKWAY DETAIL ON
SHEET C8 FOR MORE GRADING INFORMATION.
CD REPLACE EXISTING DRIVEWAY ENTRANCE WITH A NEW CEMENT CONCRETE
DRIVEWAY ENTRANCE WITH BUFFER PER CITY STANDARD PLAN 104.2 AND
104.4 ON SHEET C7.
GENERAL NOTES
CURB DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND.
SEPARATE BUILDING PERMIT IS REQUIRED FOR ANY WALL 4 FEET OR TALLER.
THE TYPE OF FLOW CONTROL BMP PROVIDED IS LIMITED INFILTRATION USING
TRENCHES.
11"
4" MIN.
7" MAX
STEP DETAIL
\-6"
4" R.(TYP.)
3"
3-44 LONGITUDINAL BARS EQUALLY SPACED.
j #4 BARS 0 24" O.C. TRANSVERSE
23" MIN
SECTION
. 4
' NOSING MUST BE FLUSH, NOTES:
SLIP -RESISTANT AND
ROUNDED TO 1/2" 1. CONCRETE SHALL BE A MINIMUM
COMPRESSIVE STRENGTH OF 3,000 PSI.
CEMENT CONCRETE STAIRWAY [P IAVTEI
12"
3/8" EXPANSION JOINT
N TS
VERTICAL SPICKETS, 1/2"x1/2"
SOLID BAR (0,850 LB/FT)
f 4'-0"
HANDGRIP
1-1/2" SQ. BOX
14 GAUGE MIN. {
THICKNESS
NEWELL POST 1-1/2"-
SQ. BOX, 14 GAUGE
MIN.WALL THICKNESS.
6"J
S I A RAILS I IV 1
NTS
2" TO 4"
LOWER RAIL 1-1/2" SQ.
BOX
4" MAXIMUM (TYP.)
TUBE STEEL
CALL 48 ;
BEFORE
1 811
3+00
3+50
4+00
4+50
H-390604