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ABBREVIATIUNS
<br /> AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY OFFICIALS d PENNYWEIGHT {NAILS) H HEIGHT OC ON CENTER T/ TOP OF
<br /> AB ANCHOR BOLT DB DIVIDER BEAM OR DRAIN BASIN HDCP HANDICAP OD OUTSIDE DIAMETER T&B TOP AND BOTfOM
<br /> ABAND ABANDONED DBA DEFORMED BAR ANCHOR HDG HOT DIPPED GALV OE OVERHEAD ELECTRIC T&G TONGUE AND GROOVE
<br /> ABUT ABUTMENT DBL DOUBLE HDPE HIGH DENSITY POLYETHYLENE OHW ORDINARY HIGH WATER TB THRUST BLOCK
<br /> AC ASPHALT CONCRETE DDCV DOUBLE DETECTOR CHECK VAVLE HF HEM-FIR OF OUTSIDE FACE TAN TANGENT
<br /> ACI AMERICAN CONCRETE INSTITUTE DEMO DEMOLISH, DEMOLITION HGR HANGER OPNG OPENING T&B TOP & BOTTOM
<br /> ADDL ADDITIONAL DEG DEGREE HK HOOK OPP OPPOSITE TBM TEMPORARY BENCH MARK
<br /> ADJ ADJUST, ADJACENT DET DETAIL HMA HOT MIX ASPHALT OSH OVERSIZ�D HOLE TD TRENCH DRAIN
<br /> AFF ABOVE FINISHED FLOOR DF DOUGLAS FIR HOR�Z HORIZONTAL OT OVERHEAD TELEPHONE TEL TELEPHONE
<br /> AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DFL DOUGLAS FlR-LARCH HP HIGH POINT OWJ OPEN WEB JOIST TEMP TEMPORARY, TEMPERATURE
<br /> AISI AMERICAN IRON AND STEEL INSTITUTE DI DUCTILE IRON HSB HIGH STRENGTH BOLT THK THICK, THICKNESS
<br /> ALIGN ALIGNMENT DIP DUCTILE IRON PIPE HSE HOUSE P POLE, POWER THRU THROUGH
<br /> ALUM ALUMINUM DIA DIAMETER HSS HOLLOW STRUCTURAL SECTION PAR PARALLEL TMH TELEPHONE MANHOLE
<br /> ALT ALTERNATE DIAG DIAGONAL HT HEIGHT PC PRECAST, PIECE, POINT OF CURVATURE TOA TOP OF ASPHALT
<br /> ANCH ANCHOR DIAPH DIAPHRAGM PCF POUNDS PER CUBIC FOOT TOC TOP OF CURB OR TOP OF CONCRETE
<br /> AP ANGLE POINT DICA DRILLED-IN CONCRETE ANCHOR IBC WTERNATIONAL BUILDING CODE PEN PENETRATION TOE CONCAVE SLOPE BREAK
<br /> APA AMERICAN PLYWOOD ASSOCIATION DIM DIMENSION ID )NSIDE DIAMETER PED PEDESTRIAN TOF TOP OF FOOTING
<br /> APPROX APPROXIMATE DL DEAD LOAD IE INVERT ELEVATION PERP PERPENDICULAR TOP CONVEX SLOPE BREAK
<br /> APWA AMERICAN PUBLIC WORKS ASSOCIATION DN DOWN IF INSIDE FACE PI POINT OF INTERSECTION TOPO TOPOGRAPHY
<br /> AR ANCHOR ROD DO DITTO IJ ISOLATION JOINT PJP, PP PARTIAL JOINT PENETRATION TOS TOP OF STEEL
<br /> ARCH ARCHITECT, ARCHITECTURAL DP DEEP IN INCH/INCHES PLCS PLACES TOT TOTAL
<br /> ARV AIR RELIEF VALVE DS DOWN SPOUT INCL INCLUDE PLF POUNDS PER LINEAR FOOT TOW TOP OF WALL
<br /> ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS D/W DRIVEWAY INFO INFORMATION PLWD PLYWOOD TP TEST PIT
<br /> ASPH ASPHALT DWG(S) DRAWING(S) INST INSTALL PNL PANEL TRAN TRANSITION
<br /> ASTM AMERICAN SOCiETY FOR TESTING AND MATERIALS DWL DOWEL INSUL INSULATION POC POINT OF CONNECTION TRANSV TRANSVERSE
<br /> ASSY ASSEMBLY INT INTERIOR, INTERMEDIATE PREFAB PREFABRICATED TR TELEPHONE RISER, THREADED ROD
<br /> AVE AVENUE E EAST INV INVERT PRV PRESSURE REDUCING VALVE TUN TUNNEL
<br /> AVG AVERAGE EA EACH IP IRON PIPE PS PRESTRESS N TELEVISION
<br /> AWS AMERICAN WELDING SOCIETY EE EACH END PSF POUNDS PER SQUARE FOOT TWS THREADED WELDED STUD
<br /> EF EACH FACE JB JUNCTION BOX PSI POUNDS PER SQUARE INCH TWST TWISTED
<br /> B/ BOTTOM OF EHW EXTREME HIGH WATER JST JOIST PSS PRESSURE SANITARY SEWER TYP TYPICAL
<br /> BAL BALANCE EJ EXPANSION JOINT JT JOINT PT POINT OF TANGENCY, POINT, PRESSURE TREATED
<br /> BF BRACED FRAME EL, ELEV ELEVATION, ELEVATOR PUD PUBLIC UTILITY DISTRlCT #1 OF SNOHOMISH CNTY UBC UNIFORM BUILDING CODE
<br /> BGS BENEATH GROUND SURFACE ELB ELB�W K KIP (1 ,000 LB) PSL PARALLEL STRAND LUMBER UHMW ULTRA HIGH MOLECULAR WEIGHT
<br /> BLDG BUILDING ELEC E�ECTRICAL KSF KIPS PER SQUARE FOOT P-T P4ST-TENSIONED UG UNDERGROUND
<br /> BLKG BLOCK, BLOCKING EMB EMBANKMENT KSI KIPS PER SQUARE INCH PVC POLYVINYL CHLORIDE UNO UNLESS NOTED OTHERWISE
<br /> BLVD BOULEVARD EMBED EMBEDMENT PVI POINT OF VERTICAL INFLECTION UP UTILITY POLE
<br /> BOC BACK OF CURB ENGR ENGINEER L LENGTH, ANGLE PVMT PAVEMENT UPA UTILITY POLE ANCHOR
<br /> BOW BACK OF WALK EOA EDGE OF ASPHALT LB FOOT POUNDS P/L PROPERTY LINE UTIL UTILITY
<br /> BOL BOLLARD EOC EDGE OF CONCRETE LBS POUNDS
<br /> BM BEAM, BENCH MARK EOD EDGE OF DIRT LEV LEVEL QTY QUANTITY V VALVE
<br /> BNSF BURLINGTON NORTHERN SANTA FE EOG EDGE OF GRAVEL LF LINEAL FOOT/FEET VAR VARIES
<br /> BSMT BASEMENT EP EDGE OF PAVEMENT LL LIVE LOAD R, RAD RADIUS VERT VERTICAL
<br /> BOT BOTTOM EQ EQUAL, EARTHQUAKE LLBB LONG LEGS BACK TO BACK RC REINF CONC VLT VAULT
<br /> BRDG BRIDGE EQUIP EQUIPMENT LLH LONG LEG HORIZONTAL RD ROOF DRAIN
<br /> BRG BEARING ER ELECTRICAL RISER LLV LONG LEG VERTICAL REF REFERENCE W WIDTH, WATER LINE, WEST, WIDE F�LANGE
<br /> BRK BREAK ES EACH SIDE LOC LOCATION, LOCATE REINF REINFORCE(D)(MENT)(ING) W/ WITH
<br /> BTWN BETWEEN ETC ETCETERA LONGIT LONGITUDINAL REM REMAINDER W/0 WITHOUT
<br /> BU BUILT-UP EW EACH WAY LP LOW POINT REQD REQUIRED WD WOOD (EN)
<br /> BVC BEGIN VERTICA� CURVE EXC EXCAVATION LSH LONG SLOTTED HOLE RET RETAINING WHS WELDED HEADED STUD
<br /> EXIST EXISTING LSL LAMINATED STRAND LUMBER RETW RETAINING WALL WHSE WAREHOUSE
<br /> o C CAMBER, CHANNEL EXP EXPANSION LT LEFT RMC RIGID METAL CD WL BUTT FUSION WELD
<br /> ,,.� CAL CALIPER EXT EXTERIOR, EXTENSION, EXTRUDED LUMiN LUMINAIRE RND ROUND WM WATER METER, WATERMAIN
<br /> � CANT CANTILEVER EVC END VERTICAL CURVE LVL LAMINATED VENEER LUMBER RO ROUGH OPENING WP WORK POINT
<br /> � CAP CAPACITY EVT EVERETf RR RAILROAD WT WEIGHT
<br /> co CB CATCH BASIN E-W EAST-WEST M METER RT RIGHT WV WATER VALVE
<br /> o CB1 CATCH BASIN TYPE 1 , MATL MATERIAL RTN RETURN �(VWF WELDED WIRE FABRIC
<br /> � CB2 CATCH BASIN TYPE 2 FD FLOOR DRAIN MAX MAXIMUM R/W RIGHT OF WAY YD YARD DRAIN
<br /> � CC CENTER-TO-CENTER FDN FOUNDATION MB MAILBOX, MACHINE BOLT
<br /> z CDF CONTROL DENSITY FILL FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY MECH MECHANICAL S SOUTH, SLOPE
<br /> 3 CF CUBIC FEET, COLD-FORMED FF FAR FACE, FfNISH FLQOR MF MOMENT FRAME SB SOIL BORING
<br /> o CG CURB & GUTTER FL FLANGE MFR(S) MANUFACTURER(S) SC SLIP CRITICAL
<br /> COG CENTER OF GRAVITY FG FINISH GRADE MH MANHOLE SCHED SCHEDULE
<br /> � CI CAST IRON FH FIRE HYDRANT MHW MEAN HIGH WATER SD STORM DRAIN
<br /> � CICL CAST iRON CONCRETE LINED FIG FIGURE MHHW MEAN HIGHER HIGH WATER SDMH STORM DRAIN MANHOLE
<br /> � CIP CAST IN PLACE FIN FINISH, FINISHED MIC MONUMENT IN CASE SE SOUTHEAST
<br /> � CJ CONTROL JOINT, CONSTRUCTION JOINT FLG FLANGE MIN MINIMUM SECT SECTION
<br /> m CJP, CP COMPLETE JOINT PENETRATION FLR FLOOR MISC MISCELLANEOUS SERV SERVIC�
<br /> Q CLF CHAIN LINK FENCE FM FORCE MAIN MJ MECHANICAL JOINT SF SQUARE FEET
<br /> = CLG CEILING FNC FENCE MLW MEAN LOW WATER SHLDR SHOULDER
<br /> � CLR CLEAR(ANCE) FOC FACE OF CURB MLLW MEAN LOWER LOW WATER SHT SHEET
<br /> Q CMP CORRUGATED METAL PIPE �OW FACE OF WAL� M/L MONUMENT LINE SIM SIMILAR
<br /> � CMU CONC MASONRY UNIT FS FAR SIDE MPH MILES PER HOUR SJI STEEL JOIST INSTITUTE
<br /> � CNTY COUNTY � FEET/FOOT MON MONUMENT S/L SURVEY LINE
<br /> w
<br /> v=i CO CLEAN OUT �G FOOTING MTL METAL SOG SLAB ON GRADE
<br /> j COE CITY OF EVERETT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SPC SPACE(ED)(ING
<br /> � COL COLUMN G GAS �INE SPEC(S) SPECIFICATION�S)
<br /> v� COM COMMON GA GAUGE N NORTH SQ SQUARE
<br /> o CONC CONCRETE GAL GALLON NE NORTHEAST SS SANITARY SEWER, STAINLESS STEEL
<br /> o CONN CONNECT, CONNECTION GALV GALVANIZED NEG NEGATIVE SSH SHORT SLOTTED HOLE
<br /> Q CONST CONSTRUCT, CONSTRUCTION GB GRADE BREAK NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC SSMH SANITARY SEWER MANHOLE
<br /> c,� CONT CONTINUED, CONTINOUS GE GRATE ELEVATION NF NEAR FACE ST STREET
<br /> z CONTR CONTRACTOR GEN GENERAL NIC NOT IN CONTRACT STA STATION
<br /> z COORD COORDWATE GM GAS METER NOM NOMINAL STAG STAGGER, STAGGERED
<br /> a CP COMPLETE PENETRATION GL, GLULAM GLUED LAMINATED TIMBER MEMBER No. NUMBER STD STANDARD
<br /> CRSI CONCRETE REINFORCED STEEL INSTITUTE GR GUARD RAIL NS NEAR SIDE, NONSHRINK STIFF STIFFENER
<br /> � CSBC CRUSHED SURFACING BASE COURSE GRD GRADE N-S NORTH-SOUTH STIR STIRRUP
<br /> � CSTC CRUSHED SURFACING TOP COURSE GRND GROUND NTS NOT TO SCALE STPS STEPS
<br /> � CTR CENTER, CENTERED GV GAS VALVE NW NORTHWEST STL STEEL
<br /> � CU CUBfC �rNB GYPSUM WALL BOARD STRUC STRUC7URAL
<br /> a
<br /> �ri CULV CULVERT SUPP SUPPORT
<br /> j CW COLD WATER SW SOUTHWEST, SHEAR WALL
<br /> �-- CY CUBIC YARD S/W SIDEWALK
<br /> � CYL CYLINDER SYM SYMMETRICAL, SYMBOL
<br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY.
<br /> RECORD DRAWIN G
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<br /> � PROJECT ENGINEER: SCAIE: PORT OF EVERETT DWG. NO.
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<br /> PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE
<br /> o � Or � CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DESiGNED BY: DATE:
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<br /> o � � � � Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF � _ _ _ _ _ _
<br /> � ; ERETT P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN BY: CHECKED BY: F I S H E R M A N S H A R B 0 R 6 S OO� O7, 6 S OO� OS
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