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ABBREVIATIONS
AVE AVENUE
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
CL 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 DRAIN
EOA EDGE OF ASPHALT
E EAST
EA EACH
EL ELEVATION
EL ELBOW
ELEC ELECTRICAL
EXIST EXISTING
FIG FIGURE
FIN FINISHED
FI- FLANGE
FT FEET
F FORCE MAIN
GA GAUGE
GALV GALVANIZED
GI GALVANIZED IRON
GV GATE VALVE
ID 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
PII POINT OF INTERSECTION
PP POWER POLE
P'VI POINT OF VERTICAL INTERSECTION
PE PLAIN END
PERF PERFORATED
PVC POLYVINYL CHLORIDE
P'VMT 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
REQD 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
VERT VERTICAL
WWEST
W'/ WITH
W/0 WITHOUT
Sir - J.? - j
EXISTING PROPOSED DESCRIPTION PROPOSED DESCRIPTION
ASPHALT PAVEMENT MAIL BOX (NOTED)
GRAVEL SURFACING INDEX,
-�� SIGN SHEET NO. DESCRIPTION
CONCRETE SURFACING RIF' RAP
COVER VICINITY &LOCATION MAPS
CONCRETE SIDEWALK EMBANKMENT 11 ABBREVIATIONS, SYMBOL LEGEND AND INDEX
;Z OVERALL SITE PLAN
— — RIGHT--OF-WAY LINE 3 PLAN AND PROFILE: - STATION 0+00 TO 4+00
TREE (CONIFER) '4 PLAN AND PROFILE - STATION 4+00 TO 7+80
-- -- CENTERLINE OF RIGHT--OF-WAY 5 CROSS SECTIONS
6 MISCELLANEOUS DETAILS
— -- — CENTERLINE OF ROADWAY TREE (DECIDUOUS) a7 MISCELLANEOUS DETAILS
- - PROPERTY LINE SHRUBS
--------- -- PERMANENT EASEMENT' LINE `I' `I'
� � WET LANDS',
-- — --- — TEMPORARY EASEMENT LINE QENERAL CONSTRUCTION NOTES:
- 10 - - - — 10 CONTOUR LINE BUILDINGS ACCESS LIMITATIONS ACCESS TO AND WITHIN WORK AREA IS LIMITED. NO AREA FOR;
TURN AROUND IS AVAILABLE WITHIN THE CONSTRUCTION LIMITS.
E BURIED ELECTRICAL STAGING AREA CONTRACTOR SHALL COORDINATE WITH THE GOLF COURSE FOR
T— BURIED TELEPHONE ROCK WALL_ ACCESS AND STAGING AREA.
--_- W WATER MAIN (SIZE AS NOTED) ELE-VATION POINT CONSTRUCTION LIMIT CONSTRUCTION LIMITS AS SHOWN ON THE PLANS SHALL BE MARKED
BY' FILTER FENCE UNLESS DIRECTED OTHERWISE IN THE FIELD.
G— GAS MAIN MONUMENT ELECTRONIC FILE THE CONTRACTOR WILL BE PROVIDED WITH AN ELECTRONIC COPY OF
p
SANITARY SEWER THE PLANS TO BE USED IN CONSTRUCTION STAKING THE PROJECT.
------- � --- D • — STORM DRAIN SIZE AS NOTED) ® BORING AND TEST
D
( ) PIT' LOCATIONS
-- -- F SANITARY SEWER FORCE MAIN SECTION CORNER
----- TV - BURIED TV CABLE
1/4 CORNER
P POWER VAULT C� ANGLE POINT
CONTROL POINT
® TELEPHONE VAULT BENCH MARK
Q TELEPHONE MANHOLE -�,- - -.� DITCH
0 MANHOLE D CULVERT (SIZE &
TYPE AS NOTED)
CLEANOUT
-��X---� FENCE (TYPE AS NOTED)s
❑ TYPE 1 CATCH BASIN OR CURB INLET AD208!9!902
@o TYPE 2 CATCH BASIN`- FENCE (WITH GATE)
POLE WITH GUY WIRE -- -- CLEARING LIMIT (CONSTRUCTION FENCE)
�--� --�- -0- POWER / TELEPHONE/ GUY POLE FILTER FENCE
�-- LUMINAIRE
( YARD LIGHT
® JUNCTION BOX
as GATE VALVE SURVEY BENCHMARK TABLE
BUTTERFLY VALVE POINT # NORTHIN43 EASTINQ ELEV. DESCRIPTION
HV-13 EXIST. KING CO. BRASS CAP IN PAINTED PREMARK IN S.W. CORNER OF
® WATER METER ! 172428.48 1317746.29 106.42
�(KC 3961) INT"X OF SR-169 AND 152ND AVE. S.E.SE
r FIRE HYDRANT HV'-16 174018.15 1312407.86 90.60 SET PK NAIL IN PAINTED PREMARK IN N.W. CORNER OF OLD BRIDGE. OVER
CEDAR RIVER, 130 EAST OF INT'X OF S. 149TH ST. AND 135TH AVE. S.E.
�REDUCER
THRUST BLOCK
=1 CAP/PLUG
BLOW --OFF
STRAW BALE
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
_ Date _
Date
Date �-
RECOMMENDED FOR APPROVAL
By,
— �._ Deter
By,
® Date,
Byt
® ® Detei
By,
Date, _
0 1 " 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
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SHEET- 1
OR 7
JOB NO.; 01657
DWG: LEGEND
; e_ 1F SCANNED SEP 1 3 2002