HomeMy WebLinkAboutR-374208U)
BUILDING %EXTERIOR FINISH
INTERIOR / GRADE
EXCAVA6 AND
::_ •K
CONCRETE m D. r
•• ROOF D•. ELEVATION / VARIES,
�ri
■ �..
FOOTING D. GRAVEL
VEL
AND FILTER
BELOW BOTTOM OF FOOTING
EXTRUDED O
6' HIGH CONC. EXTRUDED
CURB SET IN EPDXY
JOINTS 0 20' -0' MAX. 2
8' MIN
10' MAX
ASPWLLT PAVING 0 SECTION
BASE ROCK
EXTRUDED CONCRETE CURB
SWALE
SLOPE 3' -0' 1 3' -0'
FO LATCH
EXISTING
4:1 I GRASS LINED SWALE
NOTE: SEGMENTAL CONCRETE
RETAINING WALL CONSTRUCTION IS
SUBJECT TO SPECIAL INSPECTION. SEGMENTAL CONCRETE
LOW PERMEABILITY CAP BLOCK
SOIL FINISH GRADE
AT TOP OF WAIL 4'x18'x10.5' RETAINING WALL
W/ 8'x18'x21t' STANDARD UNDISTURBED,
BLOCKS AND 2• BATTER STABILE. NATIVE SOIL
MAXIMUM WALL HEIGHT 5.6'
2' WALL RELIEF DRAIN BACKFILL
WHERE INDICATED MINERAL
FREE DRAINING �..�'� -�':�' Z
GRAVEL BACKFILL "' $' `` FINISH GRADE AGGREGATE
FOR WALLS AT TOE OF WALL
LIMIT OF ...'> MINIMUM 4' PERFORATED PVC
I =1 1 =1 H RIPE SLOPE TO DRAIN AND
EXCAVATION CONNECT TO STORM DRAIN
0000000 SYSTEM. PROVIDE CLEANOUTS
0 0 0 0 & COVER WITH A MINIMUM OF
CRUSHED SURFACING 6' OF 3/8' WASHED ROCK.-
_ — TOP COURSE LEVELING
PAD
4'0 PERE DRAINAGE PIPE
SEGMENTAL BLOCK WALL 2
SCALE: N.T.S.
4" CONIC. SIDEWALK
,-T —I r °• RADIUS
a
ED CONCRETE CURB I_ =
BOND
NT SURFACE 4' COMPACTED BASE
COURSE 95X
CONCRETE SIDEWALK
V
SCALE N.T.S.
PREPARED
LAWN AREA � - -�
PLAN
DITCH
FLOW LINE
TYPICAL DRAINAGE SWALE 9
SCALE N.T.S.
. . . . . . . . . . . . . . . . . . . . Taylor
. . . . . . . . . . . . . . . . . . . .
TEC
Engineering
iii�Iii�•�_ ii._wii aEFORE YOU I'
i
P.O. FOR FIELD LOCATION OF • •• 1 UTILITIES
Wsoqwh, WA vi
OUTLET PIPE
W /30'
BEVELED END
.7
12' RIPRAP BLANKET. 4' TO 8'
QUARRY SPALLS OVER 2" MIN
AGGREGATE BALLAST BASE
SECTIO
RIPRAP AT PIPE OUTFACE
N.T.S. 1 0
FACING HEIGHT MINIMUM ROCK
(H) (D) SIZE (BASE) SIZ )
2-M 3INCHES 2 -MAN 1 -MAN
_AMAX. SLOPE LINE 4 FEET 6 INCHES 3 -MAN 2 -MAN
(MAX)
MG
_ ROCK FA^"'^ TOP OF
HEIGHT
- EXISTING 01
PROPOSED
GRADE
DEPTH OF
BASE (D)
SECTION OR V
ELEVATION PROPOSED
GRADE
TYPICAL ROCK FACING 3
SCALE: N.T.S.
SURROUNDING WIDTH PER PLAN
GRADE 2" ASPAHLT
CLASS "B'
oo.oaoaoo.oaoa.a..o
—1 -1 -1 o 0 o III -o 0 0 0 0 0 3" CRUSHED SURFACING
-III TOP COURSE
ASPHALT WALK
SCALE: N.T.S.
1/8'
RAISE 1/2'
WIDE J
BORDEI
*NOTE
AREAS
PVC L
_T1uIr 1 2.
`
3/4' SQUARES i
SPACED -3/4' Ti
00 AS INDICATED
70002°_ 1/8'
0 0
FIBRE
JOINT
PACKING
10' 1/2 44.
3/4^
TYPICAL CLEANOUT 11
SCALE N.T.S.
HOT MIX ASPHALT
(HMA) CLASS 1/2
It
FINISH GRADE AT
PAVEMENT EDGE
HOT MIX ASPHALT
(HEM) CLASS 3/4'
COMPACTED SUBGRADE
x THE INDICATED PAVEMENT THICKNESSES SHALL DEFER TO THE
GOETECHNICAL ENGINEER'S RECOMMENDATIONS WHERE AVAILABLE.
ASPHALT PAVEMENT
KIS
1/4' FINISH JOINT
SEE SITE PLAN
LANDSCAPE
GRADE SIDEWALK
4" COMPACTED
GRAVEL
INTEGRAL CONC. CURB /SIDEWALK
N.T.S.
3' -0"
MIN.
MAXIMUM 1/2'
CHARGE IN LEVEL
BETWEEN CURB
CUT AND PAVING
' AS INDICATED
" AS REQUIRED
DIAMOND TEXI)RED
FINISH ON RAMP
CONCRETE CURB RAMP 12
SCAIE N.T.S.
Rm
Im.
RADNIS
PARKING
PAVEMENT
RECOMMENDED FOR APPROVAL
BY: 15— DATE 7 -ZY -Z V
BY: DATE
BY: DATE
BY: DATE
BUILDING PERMIT
••• CHILD School 4/25/14
WNT
CITY COMMENTS WNT 5 26 14 °Yt Err DATUM
ISSUED FOR CONSTRUCTION WNT 6 2 14 wmL T R= 374208 DETAILS C5.1
an„r
NO. REVISION BY DATE APPR
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