HomeMy WebLinkAboutZ-8398 Map 4LEGEND
1 6' SEWER
F H -�-
6' SEWER
DENSITY AS PERA.A.S.H.O.T - 180
ROW
CUT SECTION
'ILL SECTION
NOTE: CONTRACTION JOINTS, SPACE
AT 5' INTERVALS
JOINTS SHALL BE 20% OF FULL
DEPTH. 112' EXPANSION JOINTS
TO BE CONSTRUCTED AT 60'
INTERVALS.
5' SIDEWALK DETAIL
Y
12" UPRIGHT CURB
F H -�-
/'l\/F-nl Ir AFl r)/l1A/r F"1
161 SEWER
PAVEMENT SECTIONS
N CB ■
CATCH BASIN
SNs
SIGN
IG ®
IRON GRATE
IPF o
IRON PIN FOUND
JB •
JUNCTION BOX
IPS o
IRON PIN SET
FH �
EXISTING HYDRANT
CM 0
CONCRETE MONUMENT
NH f
NEW HYDRANT
BO ®
BLOW OFF
wV "
WATER VALVE
WATER LINE DI
1"=20' wM A
WATER METER
WATER LINE PVC
MH 0
SANITARY SEWER
SEWER LINE
MANHOLE
GAS LINE
GV A
GAS VALVE
OVERHEAD POWER
&TELEPHONE
GM .
GAS METER
UNDERGROUND
PPo
POWER POLE
PHONE LINE
LP 0
LIGHT POLE
STORM DRAIN PIPE
2" INCHES ASPHALTIC CONCRETE HOT MIX SURFACE COURSE (AHTD TYPE 2)
ASPHALT 7" INCHES CRUSHED STONE BASE COURSE (AHTD CLASS 7)
:...-....:= ............ . _.. _............ SUBGRADE COMPACTED TO 95% MODIFIED DENSITY
8" INCHES CONCRETE 3500 PSI
CONCRETE 4" INCHES CRUSHED STONE BASE COURSE (AHTD CLASS 7)
_..`............_=..__..._'.., SUBGRADE COMPACTED TO 95% MODIFIED DENSITY
GW o GUY WIRE
POST
N.T.S.
SIGN POST W ACCESSIBILITY
SYMBOL & 'VAN ACCESSIBLE"
SIGN MOUNTED BELOW.
ACCESSIBLE
RAMP.
WHEELSTOP
SEE DETAIL
(REO'D. IF
WALK WIDTH IS
LESS THAN 7'-0")
4" PAINTED STRIPING
1'-6' O.C. AT 45'
IN FRONT OF RAMP
(YELLOW REFLECTIVE
PAVEMENT IAAX.
SLOPE 2% IN
ALL DIRECTIONS.
4 LB/FT "U"
CHANNEL
(GALVANIZED)
POST SECTION
N.T.S
NUT AND
LOCK WASHER
5/16" MACHINE
SCREW OR BOLT
CABLE T.V.
Ghio
PARKING
ONLY
MOUNTING PARTIAL ELEVATION
N.T.S. N.T.S.
/-EDGE OF WALK (AGAINST
LANDSCAPE OR BUILDING TYP.)
ACCESSIBLE PARKING STALLS
—FACE OF WALK
'^-- OR CURB
EDGE OF RAMP
TO BE FLUSH
WITH PARKING
LOT SURFACE
0
HAIR N MOTION
LITTLE OCK, AKAN
RRSAS
ENc_�
i
Nr-F RS o F LANNMRS o 5�
# 10 OTTER CREEK COURT SUITE A
LITTLE ROCK, ARKANSAS 72210
PHONE 501-455-8899
`U SEPTEMBER, 2010 v c