HomeMy WebLinkAboutD-288422ABBREVIAlloNs
AVENUE
AVE
AC
ASBESTOS CEMENT PIPE
ADJ
ADJUST
ALT
ALTERNATE
ALUM
ALUMINUM
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
ASPH
ASPHALT
ASTM
AMERICAN SOCIETY OF TESTING AND MATERIALS
ASSY
ASSEMBLY
BF
BLIND FLANGE
BLDG
BUILDING
BlK
BLOCK
BO
BLOW OFF
CTR
CENTER
CAP
CORRUGATED ALUMINUM PIPE
CB
CATCH BASIN
CC
CONCRETE
CI
CAST IRON
Ct
CENTER LINE
CLR
CLEARANCE
CMP
CORRUGATED METAL PIPE
CO
CLEANOUT
CONC
CONCRETE
C
CONDUIT
CONN
CONNECTION
CONTR
CONTRACTOR
CONT
CONTINUOUS
CPLG
COUPLING
CY
CUBIC YARD
CONT
CONTINUED
CL
CLASS
CF
CUBIC FEET
CFS
CUBIC FEET PER SECOND
DC
DEGREE OF CURVATURE
DI
DUCTILE IRON
DIA
DIAMETER
DOT
DEPARTMENT OF TRANSPORTATION
DIM
DIMENSION
DWGS
DRAWING(S)
D
GRAIN
EOA
EDGE OF ASPHALT
E
EAST
EA
EACH
EL
ELEVATION
EL
ELBOW
ELEC
ELECTRICAL
EXIST
EXISTING
FIG
FIGURE
FIN
FINISHED
FL
FLANGE
FT
FEET
F
FORCE MAIN
GA
GAUGE
GALV
GALVANIZED
GI
GALVANIZED IRON
GV
GATE VALVE
10
INSIDE DIAMETER
IE
INVERT ELEVATION
INV
INVERT
IN
INCH
L
LENGTH
LB
POUND
LF
LINEAR FEET
MAX
MAXIMUM
MFR
MANUFACTURER
MH
MANHOLE
MIN
MINIMUM
MJ
MECHANICAL JOINT
MISC
MISCELLANEOUS
N
NORTH
NO
NUMBER
NTS
NOT TO SCALE
OC
ON CENTER
OD
OUTSIDE DIAMETER
PI
POINT OF INTERSECTION
PP
POWER POLE
PVI
POINT OF VERTICAL INTERSECTION
PE
PLAIN END
PERF
PERFORATED
PVC
POLYVINYL CHLORIDE
PVbIT
PAVEMENT
PVT
POINT OF VERTICAL TANGENT
PC
POINT OF CURVATURE
PT
POINT OF TANGENCY
QTY
QUANTITY
RET
RETAINING
RR
RAILROAD
R
RADIUS
RED
REDUCER
REINF
REINFORCE
READ
REQUIRED
R/W
RIGHT -OF -WAY
SL
SLOPE
S
SOUTH
SCH
SCHEDULE
SF
SQUARE FEET
SHT
SHEET
SPECS
SPECIFICATIONS
SQ
SQUARE
STA
STATION
STD
STANDARD
TC
TOP OF CURB
TEL
TELEPHONE
THRD
THREADED
THRU
THROUGH
TYP
TYPICAL
VC
VITRIFIED CLAY
VERT
VERTICAL
W
WEST
W/
WITH
W/o
WITHOUT �P, j � • i�
4
EMSTING
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W
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ASPHALT PAVEMENT
GRAVEL SURFACING
CONCRETE SURFACING
CONCRETE SIDEWALK
RIGHT -OF -WAY LINE
CENTERLINE OF RIGHT -OF -WAY
CENTERLINE OF ROADWAY
PROPERTY LINE
PERMANENT EASEMENT LINE
TEMPORARY EASEMENT LINE
CONTOUR LINE
BURIED ELECTRICAL
BURIED TELEPHONE
WATER MAIN (SIZE AS NOTED)
GAS MAIN
SANITARY SEWER
STORM DRAIN (SIZE AS NOTED)
SANITARY SEWER FORCE MAIN
BURIED TV CABLE
POWER VAULT
TELEPHONE VAULT
TELEPHONE MANHOLE
MANHOLE
• CLEANOU T
■ TYPE 1 CATCH BASIN OR CURB INLET
OTYPE 2 CATCH BASIN
POLE WITH GUY WIRE
POWER / TELEPHONE / GUY POLE
LUMINAIRE
YARD LIGHT
JUNCTION BOX
GATE VALVE
BUTTERFLY VALVE
WATER METER
FIRE HYDRANT
REDUCER
THRUST BLOCK
CAP /PLUG
BLOW -OFF
STRAW BALE
o MAIL BOX (NOTED)
INDEX
� SIGN a�
RIP RAP
COVER VICINITY &LOCATION MAPS
EMBANKMENT 1 ABBREVIATIONS, SYMBOL LEGEND AND INDEX
2 SURVEY CONTROL DATA &ALIGNMENT TABLE
3 PLAN AND PROFILE - STATION 0 +00 TO 4 +00
�•�- TREE (CONIFER) 4 PLAN AND PROFILE - STATION 4 +00 TO 8 +00
W
O TREE (DECIDUOUS) 5 PLAN AND PROFILE - STATION 8 +00 TO 12 +00
6 PLAN AND PROFILE - STATION 12+00 TO 16 +00
CD SHRUBS 7 PLAN AND PROFILE - STATION 16 +00 TO 20 +00
8 PLAN AND PROFILE - STATION 20 +00 TO 24 +00
WET LANDS
9 PLAN AND PROFILE - STATION 24 +00 TO 28 +00
10 PLAN AND PROFILE - STATION 28 +00 TO 32 +00
BUILDINGS 11 PLAN AND PROFILE - STATION 32 +00 TO 36 +00
12 PLAN AND PROFILE - STATION 36 +00 TO 40 +00
� ROCK WALL 13 PLAN AND PROFILE - STATION 40 +00 TO 43 +80
ELEVATION POINT 14 INTERSECTION OF NE 7TH STREET AND MONROE AVENUE NE
15 PLAN AND PROFILE - STATION 43 +80 TO 48 +00
� MONUMENT 16 PLAN AND PROFILE - STATION 48 +00 TO 52 +00
� BORING AND TEST 17 PLAN AND PROFILE - STATION 52 +00 TO 55 +50
PIT LocnnoNs 18 PLAN AND PROFILE - STATION 55 +50 TO 59 +60
SECTION CORNER 19 PLAN AND PROFILE - STATION 59 +60 TO 63 +30
20 PLAN AND PROFILE - STATION 63 +30 TO 67 +40
� 1/4 CORNER 21 PLAN AND PROFILE - STATION 67 +40 TO 71 +60
p ANGLE POINT / 22 PLAN AND PROFILE - STATION 71 +60 TO 72 +78.95
CONTROL POINT 23 TYPICAL SECTIONS D a������
BENCH MARK
24 -27 ROAD DETAILS
---- -�.� - - --r DITCH 28_29 STORM DRAINAGE DETAILS
} —D CULVERT (SIZE & 30 TEMPORARY EROSION AND SEDIMENT
TYPE AS NOTED) CONTROL DETAILS AND NOTES
- x— x--+e- FENCE (TYPE AS NOTED) 31 SERVICE CONNECTION DETAILS
SANITARY SEWER AND WATER
32 ROAD DETAILS
FENCE (WITH GATE)
EXISTING GROUND
ROLL 1'9,7
FFZ 277
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