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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 BOLT DB DIVIDER BEAM OR DRAIN BASIN HDCP HANDICAP OD OUTSIDE DIAMETER T&B TOP AND BOTTOM
<br /> ABAND ABANDONED DBA DEFORMED BAR ANCHOR HDG HOT DIPPED GALV OE OVERHEAD ELECTRICAL T&G TONGUE AND GROOVE
<br /> ABUT ABUTMENT DBL DOUBLE HDPE HIGH DENSITY POLYETHYLENE OF OUTSIDE FACE TB THRUST BLOCK
<br /> AC ASPHALT CONCRETE DDCV DOUBLE DETECTOR CHECK VAVLE HF HEM-FIR OHW ORDINARY HIGH WATER 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 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 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 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 BC NTERNATIONAL BUILDING CODE PEN PENETRATION TOE CONCAVE SLOPE BREAK
<br /> APA AMERICAN PLYWOOD ASSOCIATION DIM DIMENSION D NSIDE DIAMETER PED PEDESTRIAN TOF TOP OF FOOTING
<br /> APPROX APPROXIMATE DL DEAD LOAD E NVERT ELEVATION PERP PERPENDICULAR TOP CONVEX SLOPE BREAK
<br /> APWA AMERICAN PUBLIC WORKS ASSOCIATION DN DOWN F NSIDE FACE PI POINT OF INTERSECTION TOPO TOPOGRAPHY
<br /> AR ANCHOR ROD DO DITTO J SOLATION JOINT PJP, PP PARTIAL JOINT PENETRATION TOS TOP OF STEEL
<br /> ARCH ARCHITECT, ARCHITECTURAL DP DEEP N NCH/INCHES PLCS PLACES- TOT TOTAL
<br /> •
<br /> ARV AIR RELIEF VALVE DS DOWN SPOUT NCL NCLUDE PLF POUNDS PER LINEAR FOOT TOW TOP OF WALL
<br /> ASCE AMERICAN SOCIETY OF CML ENGINEERS D/W DRIVEWAY NFO NFORMATION PLWD PLYWOOD TP TEST PIT
<br /> ASPH ASPHALT DWG(S) DRAWING(S) NST NSTALL PNL PANEL TRAN TRANSITION
<br /> ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS DWL DOWEL NSUL NSULATION POC POINT OF CONNECTION TRANSV TRANSVERSE
<br /> ASSY ASSEMBLY NT NTERIOR, INTERMEDIATE PREFAB PREFABRICATED TR TELEPHONE RISER, THREADED ROD
<br /> AVE AVENUE E EAST NV NVERT PRV PRESSURE REDUCING VALVE TUN TUNNEL
<br /> AVG AVERAGE EA EACH P RON PIPE PS PRESTRESS TV 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 ELW EXTREME LOW WATER JT JOINT PT POINT OF TANGENT. POINT, PRESSURE TREATED
<br /> BF BRACED FRAME EJ EXPANSION JOINT PUD PUBLIC UTILITY DISTRICT in OF SNOHOMISH CNN UHMW ULTRA HIGH MOLECULAR WEIGHT
<br /> BGS BENEATH GROUND SURFACE EL, ELEV ELEVATION, ELEVATOR K KIP (1,000 LB) PSL PARALLEL STRAND LUMBER UG UNDERGROUND
<br /> BLDG BUILDING ELB ELBOW KSF KIPS PER SQUARE FOOT P-T POST-TENSIONED UNO UNLESS NOTED OTHERWISE
<br /> BLKG BLOCK, BLOCKING ELEC ELECTRICAL KSI KIPS PER SQUARE INCH PVC POLYVINYL CHLORIDE UP UTILITY POLE
<br /> BLVD BOULEVARD EMB EMBANKMENT PVMT PAVEMENT UPA UTILITY POLE ANCHOR
<br /> BOC BACK OF CURB EMBED EMBEDMENT L LENGTH, ANGLE P/L PROPERTY LINE UTIL UTILITY
<br /> BOW BACK OF WALK ENGR ENGINEER LB POUNDS
<br /> BOL BOLLARD EOA EDGE OF ASPHALT LBS POUNDS OTY QUANTITY V VALVE
<br /> BM BEAM, BENCH MARK EOC EDGE OF CONCRETE LEV LEVEL VAR VARIES
<br /> BNSF BURLINGTON NORTHERN SANTA FE EOD EDGE OF DIRT LF LINEAL FOOT/FEET R, RAD RADIUS VERT VERTICAL
<br /> BSMT BASEMENT EOG EDGE OF GRAVEL LL LIVE LOAD RC REINF CONC - VIF VERIFY IN FIELD
<br /> BOT BOTTOM EP EDGE OF PAVEMENT LLBB LONG LEGS BACK TO BACK RD ROOF DRAIN VLT VAULT
<br /> BRDG BRIDGE EQ EQUAL. EARTHQUAKE LLH LONG LEG HORIZONTAL REF REFERENCE
<br /> BRG BEARING EQUIP EQUIPMENT LLV LONG LEG VERTICAL REINF REINFORCE(D)(MENT)(ING) W WIDTH, WATER LINE, WEST, WIDE FLANGE
<br /> BRK BREAK ER ELECTRICAL RISER LOC LOCATION, LOCATE REM REMAINDER W/ WITH
<br /> c BTWN BETWEEN ES EACH SIDE LONGIT LONGITUDINAL READ REQUIRED W/O WITHOUT
<br /> i BU BUILT-UP ETC ETCETERA LP LOW POINT RET RETAINING WD WOOD (EN)
<br /> EW EACH WAY LSH LONG SLOTTED HOLE RETW RETAINING WALL WHS WELDED HEADED STUD
<br /> c C CAMBER. CHANNEL EXC EXCAVATION LSL LAMINATED STRAND LUMBER RMC RIGID METAL CD WHSE WAREHOUSE
<br /> B CAL EXIST EXISTING LT LEFT RND ROUND WL BUTT FUSION WELD
<br /> I CANT CANTILEVERIN
<br /> CALIPEREXIST
<br /> EXP EXPANSION LUMIN LUMINAIRE RO ROUGH OPENING WM WATER METER, WATERMA
<br /> CAP CAPACITY EXT EXTERIOR, EXTENSION, EXTRUDED LVL LAMINATED VENEER LUMBER RR RAILROAD WP WORK POINT
<br /> v CB CATCH BASIN EVT EVERETT RT RIGHT WE WEIGHT
<br /> y CB1 CATCH BASIN TYPE 1 E-W EAST-WEST M METER RTN RETURN WV WATER VALVE
<br /> CB2 CATCH BASIN TYPE 2 MATL MATERIAL R/W RIGHT OF WAY WWF WELDED WIRE FABRIC
<br /> c CC CENTER-TO-CENTER FD FLOOR DRAIN MAX MAXIMUM YD YARD DRAIN
<br /> CDF CONTROL DENSITY FILL FDN FOUNDATION MB MAILBOX, MACHINE BOLT S SOUTH, SLOPE -
<br /> CF CUBIC FEET, COLD-FORMED FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY MECH MECHANICAL SB SOIL BORING
<br /> c CG CURB & GUTTER FF FAR FACE, FINISH FLOOR MF MOMENT FRAME SC SLIP CRITICAL
<br /> COG CENTER OF GRAVITY FL - FLANGE MFR(S) MANUFACTURER(S) SCHED SCHEDULE
<br /> I CI
<br /> FG FINISH GRADE MH MANHOLE SD STORM DRAIN
<br /> CICL CAST IRON
<br /> CAST IRON CONCRETE LINED FH FIRE HYDRANT MHW MEAN HIGH WATER SDMH STORM DRAIN MANHOLE
<br /> ° CIP CAST IN PLACE FIG FIGURE MHHW MEAN HIGHER HIGH WATER SE SPOT ELEVATION. SOUTHEAST
<br /> �
<br /> iCJ CONTROL JOINT, CONSTRUCTION JOINT FIN FINISH, FINISHED MIC MONUMENT IN CASE SECT SECTION
<br /> •c CJP, CP COMPLETE JOINT PENETRATION FLG FLANGE MIN MINIMUM SERV SERVICE
<br /> CLF CHAIN LINK FENCE FLR FLOOR MISC MISCELLANEOUS SF SQUARE FEET
<br /> CLG CEILING FM FORCE MAIN MJ MECHANICAL JOINT SHLDR SHOULDER
<br /> CLR CLEAR(ANCE) FNC FENCE MLW MEAN LOW WATER SHT SHEET
<br /> C CMP CORRUGATED METAL PIPE FO FIBER OPTIC MLLW MEAN LOWER LOW WATER SIM SIMILAR
<br /> CMU CONC MASONRY UNIT FOC FACE OF CURB MAMONUMENT LINE SJI STEEL JOIST INSTITUTE
<br /> CNTY COUNTY FOW FACE OF WALL MPH MILES PER HOUR SASURVEY LINE
<br /> z CO CLEAN OUT FS FAR SIDE MON MONUMENT SOC SLAB ON GRADE
<br /> COE CITY OF EVERETT FT FEET, FOOT MTL METAL SPC SPACE(ED)(ING
<br /> ,cc7 COL COLUMN FTG FOOTING MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SPEC(S) SPECIFICATION(S)
<br /> SO SQUARE
<br /> N CONC CONCRETE COM COMMONC GAS LINE N NORTH SS SANITARY SEWER, STAINLESS STEEL
<br /> INE NORTHEAST SSH SHORT SLOTTED HOLE
<br /> I; CONN CONNECT, CONNECTION GA GAUGE
<br /> Z CONST CONSTRUCT, CONSTRUCTION GAL GALLON NEC NEGATIVE SSMH SANITARY SEWER MANHOLE
<br /> c` CONT CONTINUED, CONTINOUS GALV GALVANIZED NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC ST STREET
<br /> CONTR CONTRACTOR GB GRADE BREAK NF NEAR FACE STA STATION
<br /> COORD COORDINATE GE GRATE ELEVATION NIC NOT IN CONTRACT STAG STAGGER. STAGGERED
<br /> i CP COMPLETE PENETRATION GEN GENERAL NOM NOMINAL STD STANDARD
<br /> v CRSI CONCRETE REINFORCED STEEL INSTITUTE GM GAS METER No. NUMBER STIFF STIFFENER
<br /> CSBC CRUSHED SURFACING BASE COURSE GL, GLULAM GLUED LAMINATED MEMBER NS NEAR SIDE, NONSHRINK STIR STIRRUP
<br /> CSTC CRUSHED SURFACING TOP COURSE GR GUARD RAIL N-S NORTH-SOUTH STPS STEPS
<br /> CTR CENTER, CENTERED GRD GRADE NTS NOT TO SCALE STL STEEL /
<br /> 4
<br /> 1 CU CUBIC GRND GROUND NW NORTHWEST STRUC STRUCTURAL - !
<br /> CULV CULVERT GV GAS VALVE SUPP SUPPORT
<br /> E CY CUBIC YARD GWB GYPSUM WALL BOARD S/WSW SID
<br /> ETHWEST. SHEAR WALL
<br /> CYL CYLINDER
<br /> SYM SYMMETRICAL, SYMBOL 1
<br /> w /
<br /> IF THIS DRAWING IS NOT \\`_._._-._
<br /> 4 22"x34" SCALE ACCORDINGLY.
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<br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ',✓',. SEINER WHARF SEGMENT 8C
<br /> � n3G PouttN Avc"oe S.,SniuA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, Tri' V. NGUYEN JUNE 13, 2016
<br /> CIP NO. 2-0-023-01
<br /> a -.4 ECM *® © © Seanlc,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ��� �, DRAWN�,_ CHECKED BY: PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09
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