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ABBREVIATIONS <br /> AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY OFFICIALS d PENNYWEIGHT (NAILS� H HEIGHT OC ON CENTER T/ TOP OF <br /> AB ANCHOR BOL7 DB DNIDER BEAM OR DRAIN BASIN HDCP HANDICAP DD OUTSIDE DIAMEfER T&8 TOP AND BDTTOM <br /> ABAND ABANDONED DBA DEFORMED BAR ANCHOR HDG HOT DIPPED GALV OE OVERHEAD ELECTRIC T&G TONGUE AND GROOVE <br /> ABUT ABUTMENT DB� DOUBLE HDPE HIGH DENSIiY POLYE7HYLENE OHW ORDINARY HIGH WATER TB THRUST BLOCK <br /> AC ASPHALT CONCRETE DDCV DOUBLE DETECTOR CHECK VAVLE HF HEM—FIR OF OUTSIDE FACE TAN 1ANGENT <br /> ACI AMERICAN CONCRETE WS7ITUTE DEMO DEMOLISH, DEMOLITIDN HGR HANGER OPNG OPENING T&B TOP & BOTTOM <br /> ADDL ADDITIONAL DEG �EGREE HK NOOK OPP OPPOSITE TBN TEMPORARY BENCH MARK <br /> ADJ ADJUST, ADJACENT DET DETAIL HMA HO? MIX ASPHALT OSH OVERSIZED HOLE TD TRENCH DRAIN <br /> AFF ABOVE FINISHED FLOOR DF DOUGLAS FIR HORIZ HORIZONTAL OT OVERHEAD TELEPHONE TEL TELEPHONE <br /> AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DFL DOUGLAS FIR—LARCH HP HIGH POINT OWJ OPEN WEB JOIST TEMP 1EMPORARY, 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 7HROUGH <br /> ALUM ALUMINUM DIA DIAMETER HSS HOLLOW STRUCTURAL SECTION PAR PARALLEL TMH TELEPHONE MANHOLE <br /> ALT ALTERNAIE DIAG DIAGONAL HT HEIGHT PC PRECAST, PIECE, PO WT OF CURVATURE TOA TOP OF ASPHALT <br /> ANCH ANCHOR DIAPH DIAPHRAGM PCF POUNDS PER CUBIC F00T TOC TOP OF CURB OR TOP OF CONCRE7E <br /> AP ANGLE POWT DICA DRILLED—IN CONCREiE ANCHOR IBC INTERNATIONAL BUILDING CODE PEN PENEiRATION TOE CONCAVE SLOPE BREAK <br /> APA AMERICAN PLYWOOD ASSOCIATION DIM DIMENSION ID INSIDE 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 POWT OF WTERSECTION 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 INCWDE PLF POUNDS PER LWEAR FOOT TOW TOP OF WALL <br /> ASCE AMERICAN SOCIEN OF CIVIL ENGINEERS D/W DRNEWAY MFO WFORMATION PLWD PLYWOOD TP TEST PIT <br /> ASPH ASPHALT DWG(S) DRAWING(S) INST WSiALL PNL PANEL TRAN TRANSITION <br /> ASTM AMERICAN SOCIEfY 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 IRDN PIPE PS PRESTRESS N TELEVISION <br /> AWS AMERICAN WELDING SOCIEfI' EE EACH END PSF POUNDS PER SQUARE FOOT TWS THREADED WELDED STUD <br /> EF EACH FACE JB JUNCTION BOX PSI POUNDS PER SOUARE 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 POIN7 OF TANGENCY, POWT, PRESSURE TREATED <br /> BF BR4CED FRAME EL, ELEV ELEVATION, ELEVATOR PUD PUBLIC UTILITY DISTRICT �J1 OF SNOHOMISH CNN UBC UNIFORM BUILDING CODE <br /> BGS BENEATH GROUND SURFACE ELB ELBOW K KIP (1,000 LB) PSl PARALLEL STR4ND LUMBER UHMW ULTRA HIGH MOLECULAR WEIGHT <br /> BLDG BUILDING ELEC ELECTRICAL KSF KIPS PER SQUARE F00T P—T POST—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 POIN7 OF VERTICAL WFLECTION UP UTILIN POLE <br /> BOC BACK OF CURB ENGR ENGWEER L LENGTH, ANGLE PVMT PAVEMENT UPA UTILIiY POLE ANCHOR <br /> BOW BACK OF WALK EOA EDGE OF ASPHALT LB FOOT POUNDS P�L PROPER�iY LWE UTIL UTILIiY <br /> BOL BOLLARD EOC EDGE OF CONCREfE LBS POUNDS <br /> BM BEAM, BENCH MARK EOD EDGE OF DIRT LEV LEVEL QTY QUANTIiY V VALVE <br /> BNSF BURLINGTON NDRTHERN SANTA FE EOG EDGE OF GRAVEL LF LINEAL F001/FEET VAR VARIES <br /> BSMT BASEMENT EP EDGE OF PAVEMENT LL LIVE LOAD R, RAD RADIUS VERT VERTICAL <br /> BOT BOTTOM EQ E�UAL, 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 LWE, WEST, WIDE FLANGE <br /> BRK BREAK ES EACH SIDE LOC LOCATION, LOCATE REWF REINFORCE(D)(MENT)(ING) W/ WITH <br /> B7WN BETWEEN EfC ETCETERA LONGIT LONGITUDINAL REM REMAINDER W/0 WITHOUT <br /> BU BUILT—UP EW EACH WAY LP LOW POMT REQD REQUIRED WD WOOD (EN) <br /> BVC BEGIN VERTICAL CURVE EXC EXCAVATION LSH LONG SLOTTED HOLE REf RETAINING WHS WELDED HEADED STUD <br /> EXIST EXISTING LSL LAMINATED STRAND LUMBER RETW RETAINING WALL WHSE WAREHOUSE <br /> 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 ENO VERTICAL CURVE LVL LAMINATED VENEER LUMBER RO ROUGH OPENING WP WORK POINT <br /> EVf EVERETT RR RAILROAD WT WEIGHT <br /> 3 CBP CATCHIBASW E—W EAST—WEST M METER RT RIGHT NN WATER VALVE <br /> � C81 CATCH BASIN NPE 1 MATL MATERIAL RTN RETURN WWF WELDED WIRE FABRIC <br /> C82 CATCH BASIN iYPE 2 FD FLOOR DR41N MAX MAXIMUM R/W RIGHT OF WAY YD YARD DRAIN <br /> � CC CENTER—TO—CENTER FDN FOl1NDATION MB �dAILBOX, MACHWE BOLT <br /> CDF CONTROL DENSIN FILL FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY MECH MECHANICAL S SOUTH, SLOPE <br /> o CF CUBIC FEET, COLD—FORMED FF FAR FACE, FINISH FLOOR MF MOMENT FRAME SB SOIL BORING <br /> '� CG CURB & GUTTER FL FLANGE MFR(S) MANUFACTURER(5) SC SLIP CRITICAL <br /> � COG CENTER OF GRAVIN FG FINISH GRADE MH MANHOLE SCHED SCHEDULE <br /> i° CI CAST IRON FH FIRE HYDRANT MHW MEAN HIGH WATER SD STORM DRAIN <br /> z CICL CAST IRON CONCRETE LWED FlG FIGURE MHHW MEAN HIGHER HIGH WATER SDMH STORM DRAIN MANHOLE <br /> � CIP CAST IN PLACE RN FINISH, FlNISHED MIC MONUMENT IN CASE SE SOUTHEAST <br /> � CJ CONTROL JOINT, CONSTRUCTION JOINT FLG FLANGE MIN MINIMUM SECT SECTION <br /> N CJP, CP COMPLETE JOWT PENETRATION FLR FLOOR MISC MISCELLANEOUS SERV SERVICE <br /> m FM FORCE MAIN MJ MECHANICAL JOINT SF SQUARE FEE7 <br /> � CLF CHAIN LINK FENCE <br /> � CLG CEILING FNC fENCE MLW MEAN LOW WATER SHLDR SHOULDER <br /> � CLR CLEAR(ANCE) FOC FACE OF CURB MLLW MEAN �OWER LOW WATER SHT SHEET <br /> � CMP CORRUGATED METAL PIPE FOW FACE OF WALL M/L MONUMENT LWE SIM SIMILAR <br /> � CMU CONC MASONRY UNIT FS FAR SIDE MPH MILES PER HOUR SJI STEEL JOIST INSTITUTE <br /> � CN71' COUNiY FT FEET/F00T MON MONUMENT S/L SURVEY LINE <br /> FTG F0071NG MTL MEfAL SOG SLAB ON GRADE <br /> � COE CI'.Y OF�EVEREfT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SPC SPACE(ED)(ING <br /> i COL CO�UMN � ) <br /> G GAS LWE SPEC S SPEGFICATION S) <br /> � COM COMMON GA GAUGE N NORTH Sq SQUARE <br /> � CONC CONCRETE GAL GALLON NE NORTHEAST SS SANITARY SEWER, STAINLESS STEEL <br /> N CONN CONNECT, CONNECTION GALV GALVANIZED NEG NEGATIVE SSH SHORT SLOTTED HOLE <br /> � CONST CONSTRUCT, CONSTRUCTION GB GRADE BREAK NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC SSMH SANITARY SEWER MANHOLE <br /> a CONT CONTINUED, CONTINOUS GE GRATE ELEVATION NF NEAR FACE ST STREET <br /> v�, CONTR CONTRACTOR GEN GENERAL NIC NOT W CON7RACT STA STATION <br /> � COORD COORDINATE GM GAS MErER NOM NOMINAL STAG STAGGER, STAGGERED <br /> � CP COMPLETE PENEfRATION GL, GLULAM GWED LAMINATED TIMBER MEMBER No. NUMBER STD STANDARD <br /> � CRSI CONCREfE REWFORCED STEEL INSTITUTE GR GUARD RAIL NS NEAR SIDE, NONSHRINK STIFF STIFFENER <br /> � GRD GRADE N—S NORTH—SOUTH STIR STIRRUP <br /> � CSBC CRUSHED SURFACING BASE COURSE GRND GROUND NTS NOT TO SCALE STPS STEPS <br /> CSTC CRUSHED SURFACING TOP COURSE GV GAS VALVE NW NORTHWEST STL STEEL <br /> i CTR CENTER, CENTERED <br /> o CU CUBIC GWB GYPSUM WALL BOARD STRUC STRUCTURAL <br /> CULV CULVERT SUPP SUPPORT <br /> o CW COLD WATER SW SOUTHWEST, SHEAR WALL <br /> � CY CUBIC YARD S/W SIDEWALK <br /> rc <br /> CYL CYLINDER SYM SYMMETRICAL, SYMBOL <br /> > <br /> w IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br /> � PHOJECt CNGINEER: SCALE <br /> � � PORT OF EVERETT °N'� N0 <br /> 0 o PNC CN�wCCRS, �Nc S nCi RESPONS FCR Sn. 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