HomeMy WebLinkAboutS-306202N
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ABBREVIATIONS
ABBR
ABBREVIATION
DBL
DOUBLE
ACI
AMERICAN CONCRETE INSTITUTE
DIET
DETAIL
ASPH
ASPHALT
DIA
DIAMETER
AP
ANGLE POINT
DIP, DI
DUCTILE IRON PIPE
APPROX
APPROXIMATE, APPROXIMATELY
DWG
DRAWING
AVE
AVENUE
OHW
EOP
AVG
AVERAGE
EQ
LEGEND
EAST
EACH
ECCENTRIC
EACH FACE
EXPANSION JOINT
ELECTRIC
ELEVATION
EDGE OF PAVEMENT
EQUAL
EQUIVALENT
ESTIMATE(D)
EXCAVATION
EXISTING
EARTH PRESSURE
BALANCE MACHINE
FINISHED FLOOR
FIRE HYDRANT
FLOW LINE
FLANGE(D)
FLOOR
FORCE MAIN
FENCE
FEET, FOOT
FORWARD
❑
CATCH BASIN OR INLET
E
EXISTING CLEANOUT
A
EA
BH
BORE HOLE
ECC
BLDG
BUILDING
EF
BM
BENCH MARK
EJ
BOT
BOTTOM
ELEC
BV
BUTTERFLY VALVE
EL
GATE VALVE, GAS VALVE
OHW
EOP
ST
ACCESS SHAFT
EQ
CENTER LINE
EQUIV
CB
CATCH BASIN
EST
CDF
CONTROLLED DENSITY FILL
EXC
Cl
CAST IRON
EXIST
CIP
CAST IRON PIPE
EPBM
CL
CENTERLINE, CLASS
CLF
CHAIN LINK FENCE
PWR
CLR
CLEAR, CLEARANCE
ID
CMP
CORRUGATED METAL PIPE
FF
CONC
CONCRETE
FH
CONST
CONSTRUCT (ION)(ED)
FL
CONT
CONTINUE(D), CONTROL,
FLG
CONTINUOUS
FLR
COR
CORNER
FM
CTR
CENTER
FNC
CULV
CULVERT
FT
CV
CHECK VALVE, CONTROL VALVE FWD
CY
CUBIC YARD
LEGEND
EAST
EACH
ECCENTRIC
EACH FACE
EXPANSION JOINT
ELECTRIC
ELEVATION
EDGE OF PAVEMENT
EQUAL
EQUIVALENT
ESTIMATE(D)
EXCAVATION
EXISTING
EARTH PRESSURE
BALANCE MACHINE
FINISHED FLOOR
FIRE HYDRANT
FLOW LINE
FLANGE(D)
FLOOR
FORCE MAIN
FENCE
FEET, FOOT
FORWARD
❑
CATCH BASIN OR INLET
O
EXISTING CLEANOUT
A
FIRE HYDRANT
•
PROPOSED MANHOLE
8 "SS
SR
GRID
EXISTING SANITARY SEWER AND SIZE
OF
ROCKERY
—*—>�—
FENCE
ems► N--6000- NORTH ARROW
G
GAS LINE
OC
ON CENTER
SPEC
GR
GRADE
OD
OUTSIDE DIAMETER
SR
GRID
GROUND
OF
OVERFLOW
SS
GTP
GATE POST
OHP
OVERHEAD POWER.
SST
GV
GATE VALVE, GAS VALVE
OHW
ORDINARY HIGH WATER
ST
ACCESS SHAFT
-E
STA
HH
HAND HOLE
P
PIER
STD
HORIZ
HORIZONTAL
PL
PLATE, PIPE LINE, PROPERTY
STRUCT
HPG
HIGH PRESSURE GAS
LINE
206 -443 -5300 Fax: 208-443 -5372
NO.
PWR
POWER
TBM
ID
INSIDE DIAMETER
PP
POWER POLE, POWER PANEL
TEL
IN
INCH
PVMT
PAVEMENT
TEMP
IE
INVERT ELEVATION
TOC
QTY
QUANTITY
TP
TYP
LF
LINEAR FEET
R
RADIUS, RISER,
LOC
LOCATION
RCP
REINFORCED CONCRETE PIPE
UG
LP
LIGHT POLE, LOW PRESSURE,
REBAR
REINFORCING BAR
LOW POINT
REF
REFERENCE
REM
REMOVE(ABLE)
V
REPL
REPLACE(ED)
VB
MAINT
MAINTENANCE
RETW
RETAINING WALL
VERT
MATL
MATERIAL
ROW
RIGHT —OF —WAY
VLT
MAX
MAXIMUM
MH
MANHOLE
W/
MIN
MINIMUM
S
SLOPE, SOUTH
W/0
MISC
MISCELLANEOUS
SCH
SCHEDULE
IN
MJ
MECHANICAL JOINT
SD
STORM DRAIN
WCR
MIC
MONUMENT IN CASE
SECT
SECTION
WD
MW
MONITORING WELL
SHT
SHEET
N
NORTH
XCC
NTS
NOT TO SCALE
YD
NO
NUMBER
NUD
NORTHSHORE UTILITY DISTRICT
DRAWING INDEX
DRAWING
TITLE
NO
G1
ABBREVIATIONS, LEGEND, AND
CALL TWO
DRAWING INDEX
Cl
KEY MAP
C2
SITE 1 MANHOLE LOCATION
C3
SITE 2 AND SITE 3 MANHOLE LOCATIONS
C4
MANHOLE PLAN AND SECTIONS
C5
REPAIR AREAS PLANS AND DETAILS
S1
PRECAST MANHOLE DETAILS
S2
PRECAST MANHOLE DETAILS
S3
KENMORE INTERCEPTOR SECTION 2
ACCESS SHAFT
SPECIFICATIONS
STATE ROUTE
SANITARY SEWER
STAINLESS STEEL
STREET
STATION
STANDARD
STRUCTURE
TEMPORARY BENCH MARK
TELEPHONE
TEMPORARY
TOP OF CONCRETE
TEST PIT
TYPICAL
UNDERGROUND(POWER/
TELEPHONE)
VALVE, VENT
VALVE BOX
VERTICAL
VAULT
WITH
WITHOUT
WATER, WEST
WHEEL CHAIR RAMP
WOOD FENCE
EXTRUDED CONCRETE CURB
YARD DRAIN
TYPICAL SECTION AND
DETAIL REFERENCING SYSTEM
(1) THE SECTION IS CUT ON DRAWING C2
SECTION NUMBER
E 1
C5
(DRAWING ON WHICH
SECTION APPEARS. A DASH
( —) INDICATES THAT THE
SECTION IS SHOWN ON
THE SAME DRAWING.
(2) THE SECTION IS SHOWN ON DRAWING C5
2 SECTION NUMBER
C2
DRAWING ON WHICH SECTION
WAS TAKEN. A DASH ( —)
INDICATES THAT THE SECTION
WAS TAKEN FROM THE SAME
DRAWING. "VAR" INDICATES THE
SECTION WAS TAKEN FROM
MORE THAN TWO SHEETS.
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ABBREVIATIONS, LEGEND, AND
206 -443 -5300 Fax: 208-443 -5372
NO.
REVISION
BY
DATE
APPR
"`"m"a'
DRAWING INDEX
SCANNED MAR 2 9.2-01 Co, 7- 30 6eoz
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