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- Cal -- CB; - -
TO BE CONSTRUCTED
• HVF HVF ••.�
3*141
RAWI
-MOrt—
CUT
FILL
- - 270 FT- 300 ---
DESCRIP710N
CITY LIMIT
R I GH1 OF WAY
PROPE'RTY LINE
EASEMENT LINE
MONUMENT
POLE ANCHOR
UTILITY POLE
FENCING
WETLAND
TREE L I NE
BRUSH LINE
SILT FENCE
COMPOST BERM
HIGH VISIBILITY CONSTRUCTION FENCING
REMOVE AND REINSTALL CHAINLINK FENCE
DRAINAGE NOTE
DRAINAGE STRUCTURE
C U L VERT
DITCH
610F I LTRATI QN SCALE
GRATE INLET
MANHOLE OR OUTLET RISER
QUARRY SPALLS OR RIPRAP
CATCH BASIN FLOW LINE
DIRECTION DF FLOW
CUT
F ILL
MAJOR CONTOUR WITH ELEVATION LABEL.
MINOR CONTOUR
TIMBER LIGHT STANDARD
METAL LIGHT STANDARD
ORDINARY HIGH WATER MARK
20C' SHORELINE ZONE
LOW FLOW CHANNEL
CONCRETE
EXISTING TO BE CONSTRUCTED 'DE5CRI P T I ON
— u— -- --- -- GASPI PE LINE
WATER LINE
;A141 TARY SEWER
--BP-- —8P— —BP- BURIED POWER LINE
---Dp_ —op -- ---op. OVERHEAD POWER
--f3T ----._•p3 — —131- BURIED TELEPHONE
---07— —oT— —OT- OVERHEAD TELEPHONE
—81v—--BIV- -- ^-Blv• BURIED TELEVISION CABLE
---aty—--01 OVERHEAD TELEVISION CABLE
—S1 ST ST- STORM DRAIN
El VAULT
F ELECTRICAL BOX
jus UTILITY BOX
0 FIRE HYDRANT
I VALVE BOX
GUIDE POST, SEE PROJECT
STANDARD PLANS
+� GUIDE POST, SEE PROJECT
STANDARD PLANS
ROCK WALL
TREE
i
SIGN
0 VERT I GAL SNAG
ANCHOR LOG/ LOG
0 HUMMOCY, PLANTING
BRUSH PI LE
EXISTING PIEZOM&ETER
SOIL BORING
EXISTING STRUCTURE
AND OBSTRUCTION
'A')-- NTEAMQL,`
RL AN
DRAINAGE STRUCTURE NOTE AND
XY, STRUCTURE NUMBER,
PRDF I LE
a
STRUCTURE NUMBER
GRDI -ep`— REFERENCE SHEET NUMBER
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DESIGNED BY t,. DZ_GU?MAN Boa
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WE TL A N Q PSI T I C,AT I ON PLANT I NQ aL Alit LEGFE_
TO BE CDNSTRL1CTED DESCR I PTI ON
WETLAND TREE/SHRUB "I
*>5 WETLAND TREE/SHRUB A 2
WETLAND TRE_[/SHRUB 03
R I PAR I AN UPLAND PL ANTI NO
WETLAND r DREST UNDER -PLANTING
UPLAND PLANTING
F y -N-'
Y7 T; 7_
EMERGENT PLANTING
V I A T
AC ACRE
A.S.N.S. AMERICAN ASSOCIATION
IOr NURSERYMEN.
B & O
BALLED I. BURL APPED
SR
BARE ROOT
CB
CATCH BASIN
CBI
CATCH BASIN I FLOW LINE
CONT.
CONTAINER
CL
CENTERL I NE
CMP
CORRUGATED METAL PIPS
CON:.
CONCRETE
CPEP
CORRUGATED POLYETHYLENE PIPE
CSBC
CRUSHED SURFACING BASE COURSE
CY
CUBIC YARDS
DIA.
DIAMETER,
DI
DUCTILE IRON
EA
EAuH
EX
EXLSTI NG
r T .
FOOT/FEET
FL
FLOW LINE
HRD
HAUL ROAD
HVLF
HIGH VISIBILITY CONSTRUCTION FENCE
IN
INCH
IE
INVERT ELEVATION
I NCL' D
INCLUDE(D)
LB
POUNDS
LF
LINER FEET
SITE PREPAR T I QN AND TESL PLAN .�.r" GcND
TO BE CONSTRUCTED DESCRIPTIDN
mbooRc
I. 0TV
M-8 2,201
maw
SELECTIVE BLACKBERRY REMOVAL
CLEARING AND GRUBBING
REED CANARY GRASS REMDVAL
MODIFIED STABILIZED CONSTRUCTION
ENTRANCE AND TIRE WASH
LS LUMP SUM
LT OR L LEFT
MAX.
MAXIMUM
MIN.
MINIMUM
MUTCD
MANUAL ON UNIFORM TRAFFIC CONTROL DE -VICES
N
NORTH
INA D.
A0RT-h:�,AMER �C-AN WERTIC AL ..-DATUVV
NTS
NOT TO SCALE
0_C.
DN CENTER
DHWM
DRD I NARY HIGH WATER MARK
PVC
POLYVINYL CHLORIDE
DUAN T .
QUAN I TY
RCP
REINFORCED CONCRETE PIPE
RIM
RIM ELEVATION
RT OR R
RIGHT
S
SOUTH
BE
SOUTHEAST
SF
SOUARE FEET
SM
SURVEY MONUMENT
sw
SOUTHWEST
SY
SQUARE YARDS
TEMP.
TEMPORARY
TESC
TEMPORARY ERQSI DN AND SEDIMENT CONTROL
TN
TON
WSDOT
WASHINGTON STATE DEPARTMENT Or TRANSPORTATION
MONUMENT TABLE
SURVEY MONUMENT 1b INORTHINO
EAST ING DESCRIPTION
ELEVATION
1 897 (GP1 74Q5-64) 14921 15.59
1625B97. 19 k SURVEY CONTROL INFORMATION
50.512
3386 (GP1716-t-93)1 50I B44.07
11624671.27 1 SuRVE`' CQNTROL I 14F ORMAT I ON
521 .216,
NDTE z ALL COORDINATES ARE SHOWN IN PROJECT COORDINATE SYSTEM WITH A
SCALE F ACTOR = I .00001004 , AN EL EVAT ION F ACTOR= I .00000255, ON A
COMBINED SCALE F ACTOR=I _00001258B.
PROJECT COORDINATE NORTHING = (v/cf)+I0D000
PRODJEC7 COORDINATE EASTI NO = (x/cf) + C1000c1'
WNEK, 'X AND Y ARE WASH I hiGTON STATE PL A1� NAD •lB3f91
F. -. 57&W° go
D=3
7002 NALi
VD) B$
1 - 4 05
s, 'SPR I NGBROOK CREEK WETLAND AND
HABITAT MITIGATION BANK
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