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LINETYPES: SYMBOLS: SYMBOLS:
EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION
BUILDING LINE (EXISTING) = EMBANKMENT Fo -0- 1 SHRUBS
CREEK /DITCH CENTERLINE (EX) o MAIL BOX
CURB /PAVEMENT /SIDEWALK (EX) C.crx_t ROCKERY CSBC
CONSTRUCTION ACCESS ROAD (PROPOSED)
----------------------- - - - - -- OPTIONAL CONSTRUCTION ACCESS ROAD (PROPOSED) TREE (CONIFER)
QUARRY SPALLS
FENCE (EXISTING)
TREE (DECIDUOUS)
x x x FENCE (PROPOSED)
-❑- SIGN � � RIP RAP
— ❑- ❑- ❑ -❑ -❑— SILT FENCE (PROPOSED)
x( YARD. LIGHT
SSAS FENCE PROPOSED METER g � F`g`n
(PROPOSED) ® GAS ; 8;
n n n agg;�ag STREAM GRAVEL
n n n n n n PSI GAS VALVE
GUARDRAIL (PROPOSED)
- - - - - ORDINARY HIGH WATER MARK FP-1 POWER VAULT
-o- UTILITY POLE CONC
MARSH /SWAMP PERIMETER E-- UTILITY POLE ANCHOR
CENTERLINE (EXISTING) ❑ TELEPHONE RISER D CDF
- - CENTERLINE (PROPOSED) mT TELEPHONE VAULT
------------------------------ CONTOUR (EXISTING) o ANGLE POINT $ s,Y(T
- — — — — — - CONTOUR (INDEX) 0 BLOCK CORNER �'„ ASPHALT
ua.u.<
CONTOUR (PROPOSED) ® MONUMENT (SURFACE)
0 SURVEY CONTROL POINT SHOULDER
EASEMENT (PERMANENT) a SANITARY SEWER CLEAN OUT
- — PROPERTY LINE (EXISTING) O OO • SANITARY SEWER MANHOLE CONSTRUCTION ACCESS ROADS
RIGHT -OF -WAY (EXISTING) ❑ STORM DRAIN CATCH BASIN
- - - -- JACKING PIT LIMITS (PROPOSED) STORM DRAIN CULVERT =L -_
Ill - III - III -I I EARTH
® O STORM DRAIN MANHOLE - III = III -IT_i
SAWCUT LINE (PROPOSED)
- - - -rv- - - - CABLE TELEVISION (AERIAL) ] COUPP NG \ \ / BEDDING
T CABLE TELEVISION (BURIED) p REDUCER
Fm FORCE MAIN � THRUST BLOCK IMPORT FILL
c GAS ® WATER METER
- - - - P - - - - POWER (AERIAL) HYDRANT
P POWER (BURIED) M AIR RELIEF
s SANITARY SEWER W N GATE /GENERAL
t� PLUG VALVE
u STORM DRAINAGE+ TEE
- - - - t - - - - TELEPHONE (AERIAL) BEND
T TELEPHONE (BURIED) Qd BORE
Fo FIBER OPTIC (BURIED) ECOLOGY BLOCK
w WATER o SANDBAG
PROPOSED UTILITY CONCRETE BARRIER TYPE 2
STEEL PLATE
AIR RELEASE VALVE
\\\\\\ ABANDON
ABBREVIATIONS:
AC
ASPHALT CONCRETE
APPROX
APPROXIMATELY
ARV
AIR RELIEF VALVE
BNSF
BURLINGTON NORTHER
SANTE FE
BOT
BOTTOM
CL
CENTER LINE
CCES
CASCADE CASING END
SPACER
CDF
CONTROLLED DENSITY
FILL
CLR
CLEARANCE
CONC
CONCRETE
CONN
CONNECTION
CONST
CONSTRUCTION
CSBC
CRUSHED SURFACING
BASE COURSE
DET
DETAIL
DI
DUCTILE IRON
DIA
DIAMETER
DR
DIMENSION RATIO
DWG
DRAWING
E
EAST, EASTING
EA
EACH
EL
ELEVATION
EQ
EQUAL
EST
ESTIMATED
EOP
EDGE OF PAVEMENT
E.W.
EX
EXISTING
FL
FLANGED
FT
FOOT
G
GAS
GALV
GALVINIZED
GND
GROUND
HDPE
HIGH DENSITY POLYETHYLENE
HMA
HOT iMIX ASPHALT
HP
HIGH PRESSURE
ID
INSIDE DIAMETER
IE
INVERT ELEVATION
K.C.
KING', COUNTY
LT
LEFT'
MAX
MAXIMUM
MH
MANHOLE
MIN
MINIMUM
MJ
MECHANICAL JOINT
N
NORTH, NORTHING
NOM
NOMINAL
O.C.
ON CENTER
CD
OUTSIDE DIAMETER
PLCS
PLACES
PSI
POUNDS PER SQUARE
INCH
PVC
POLYVINYL CHLORIDE
RD
ROAD
RELOC
RELOCATE
REQ'D
REQUIRED
RT
RIGHT
R/W
RIGHT OF WAY
S
SLOPE, SOUTH
SD
STORM DRAIN
SDR
STANDARD DIMENSION
RATIO
SS
SANITARY SEWER
SSMH
SANITARY SEWER MANHOLE
STA
STATION
STD
STANDARD
STL
STEEL
TEMP
TEMPORARY
THK
THICK
TYP
TYPICAL
U/G
UNDERGROUND
W
WATER, WEST
W/
WITH
D- 331503
wmEreo: scus wrt:
BEQUt1LENDED FoR APPROVAi "' '— AS SHOWN "° �""" ""'' °�w°° ;; CITY OF RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08
By, ---------------- Date,._- R. HERMES aemwore
Ey Dace$ -------- — --" - RENTON F•�
1231 FRYAR AVENUE - ONE INCH mmW M
SUMNER. WASHINGTON 98390 y -- -_ ���• BETZVOG LEGEND END
B , -------__ Date, ___ °--- cNECxN: DATUM
T. 253.863.5128 F. 253.663.0916 , At NLL e N Planning /Building /Public Works Dept. G2
.'Pesm.ft'.. By--- -- - - - --- - --- Date:_._ -------- v xor are ww
N0. REVISION BY DATE APPR .8fi"�OPD"CPY sNEn:. 2 oP:20
NONE