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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 IDS 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 ELECTRIC T&G TONGUE AND GROOVE
<br /> ABUT ABUTMENT DBL DOUBLE HOPE HIGH DENSITY POLYETHYLENE OHW ORDINARY HIGH WATER TB THRUST BLOCK
<br /> AC ASPHALT CONCRETE DDCV DOUBLE DETECTOR CHECK VAVVE HF HEM-FIR OF OUTSIDE FACE TAN TANGENT
<br /> ACI AMERICAN CONCRETE INSTITUTE DEMO DEMOLISH, DEMOLITION HGR HANGER OPNG OPENING T&B TOP Be BOTTOM
<br /> ADDL ADDITIONAL DEG DEGREE HK HOOK OPP OPPOSITE TBM TEMPORARY BENCH MARK
<br /> ADJ ADJUST, ADJACENT DEL DETAIL HMA HOT MIX ASPHALT OSH OVERSIZED HOLE TD TRENCH DRAIN
<br /> AFT ABOVE FINISHED FLOOR DF DOUGLAS FIR HORIZ HORIZONTAL OT OVERHEAD TELEPHONE TEL TELEPHONE
<br /> AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DFL DOUGLAS FIR-LARCH HE 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 TOG TOP OF CURB OR TOP OF CONCRETE
<br /> AP ANGLE POINT DICA DRILLED-IN CONCRETE ANCHOR IBC INTERNATIONAL BUILDING CODE PEN PENETRATION TOE CONCAVE SLOPE BREAK
<br /> APA AMERICAN PLYWOOD ASSOCIATION DIM DIMENSION ID INSIDE DIAMETER FED PEDESTRIAN TOT TOP OF FOOTING
<br /> APPROX APPROXIMATE DL DEAD LOAD IF INVERT ELEVATION PERP PERPENDICULAR TOG TOP OF GRAVEL
<br /> APWA AMERICAN PUBLIC WORKS ASSOCIATION DN DOWN IF INSIDE FACE PI POINT OF INTERSECTION TOP CONVEX SLOPE BREAK
<br /> AR ANCHOR ROD DO DITTO IJ ISOLATION JOINT Pip, PP PARTIAL JOINT PENETRATION TOED TOPOGRAPHY
<br /> ARCH ARCHITECT, ARCHITECTURAL DP DEEP IN INCH/INCHES PLCS PLACES TOS TOP OF STEEL
<br /> ARV AIR RELIEF VALVE DS DOWN SPOUT INCL INCLUDE FILE POUNDS PER LINEAR FOOT TOT TOTAL
<br /> ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS D/W DRIVEWAY INFO INFORMATION PLWD PLYWOOD TOW TOP OF WALL
<br /> ASPH ASPHALT DWG(S) DRAWING(S) INST INSTALL PNL PANEL TP TEST PIT
<br /> ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS DWL DOWEL INSUL INSULATION POP POINT OF BEGINNING TRAN TRANSITION
<br /> ASSY ASSEMBLY INT INTERIOR, INTERMEDIATE POO POINT OF CONNECTION TRANSV TRANSVERSE
<br /> AVE AVENUE E EAST INV INVERT PREFAB PREFABRICATED TR TELEPHONE RISER, THREADED ROD
<br /> AVG AVERAGE EA EACH IP IRON PIPE PRV PRESSURE REDUCING VALVE TUN TUNNEL
<br /> AWS AMERICAN WELDING SOCIETY EE EACH END PS PRESTRESS TV TELEVISION
<br /> EF EACH FACE JB JUNCTION BOX PSF POUNDS PER SQUARE FOOT TWS THREADED WELDED STUD
<br /> B/ BOTTOM OF EHW EXTREME HIGH WATER JST JOIST PSO PUGET SOUND OUTFALL TWST TWISTED
<br /> PAL BALANCE EJ EXPANSION JOINT JT JOINT PSI POUNDS PER SQUARE INCH TYR TYPICAL
<br /> BE BRACED FRAME EL, ELEV ELEVATION, ELEVATOR ESE PRESSURE SANITARY SEWER
<br /> BGS BENEATH GROUND SURFACE ELB ELBOW K KIP (1,000 LB) PT POINT OF TANGENCY, POINT, PRESSURE TREATED UBC UNIFORM BUILDING CODE
<br /> BLDG BUILDING ELEC ELECTRICAL KSF KIPS PER SQUARE FOOT PUD PUBLIC UTILITY DISTRICT #1 OF SNOHOMISH ONLY UHMW ULTRA HIGH MOLECULAR WEIGHT
<br /> BLKG BLOCK, BLOCKING EMB EMBANKMENT KSI KIPS PER SQUARE INCH PSL PARALLEL STRAND LUMBER UG UNDERGROUND
<br /> BLVD BOULEVARD EMBED EMBEDMENT P-T POST-TENSIONED UNO UNLESS NOTED OTHERWISE
<br /> BOC BACK OF CURB ENGR ENGINEER L LENGTH, ANGLE PVC POLYVINYL CHLORIDE UP UTILITY POLE
<br /> BOW BACK OF WALK EGA EDGE OF ASPHALT LB FOOT POUNDS PVI POINT OF VERTICAL INFLECTION UPA UTILITY POLE ANCHOR
<br /> BOIL BOLLARD EOC EDGE OF CONCRETE LBS POUNDS PVMT PAVEMENT UTIL UTILITY
<br /> BM BEAM, BENCH MARK POD EDGE OF DIRT LEV LEVEL P/L PROPERTY LINE
<br /> BNSF BURLINGTON NORTHERN SANTA FE EOG EDGE OF GRAVEL LF LINEAL FOOT/FEET V VALVE
<br /> BSMT BASEMENT EP EDGE OF PAVEMENT LL LIVE LOAD QTY QUANTITY VAR VARIES
<br /> SOT BOTTOM EQ EQUAL, EARTHQUAKE LLBB LONG LEGS BACK TO BACK VERT VERTICAL
<br /> BRDG BRIDGE EQUIP EQUIPMENT LLH LONG LEG HORIZONTAL R, RAD RADIUS VLT VAULT
<br /> BRG BEARING ER ELECTRICAL RISER LLV LONG LEG VERTICAL RC REINF CONC
<br /> BRK BREAK ES EACH SIDE LOG LOCATION, LOCATE RD ROOF DRAIN W WIDTH, WATER LINE, WEST, WIDE FLANGE
<br /> BTWN BETWEEN ETC ET CETERA LONGIT LONGITUDINAL REF REFERENCE W/ WITH
<br /> BU BUILT-UP EW EACH WAY LP LOW POINT RENT REINFORCE(D)(MENT)(ING) W/O WITHOUT
<br /> BVC BEGIN VERTICAL CURVE EXC EXCAVATION LSH LONG SLOTTED HOLE REM REMAINDER WD WOOD (EN)
<br /> EXIST EXISTING LSL LAMINATED STRAND LUMBER REOD REQUIRED WHS WELDED HEADED STUD
<br /> C CAMBER, CHANNEL EXP EXPANSION LT LEFT PET RETAINING WHSE WAREHOUSE
<br /> 3 CAL CALIPER EXT EXTERIOR, EXTENSION, EXTRUDED LUMIN LUMINAIRE RETW RETAINING WALL WL BUTT FUSION WELD
<br /> CANT CANTILEVER EVC END VERTICAL CURVE LVL LAMINATED VENEER LUMBER RMC RIGID METAL CD WM WATER METER, WATERMAIN
<br /> o CAP CAPACITY EVE EVERETT RIND ROUND WP WORK POINT
<br /> CB CATCH BASIN E-W EAST-WEST M METER RO ROUGH OPENING WT WEIGHT
<br /> a CBI CATCH BASIN TYPE 1 MATL MATERIAL RR RAILROAD WV WATER VALVE
<br /> 0 CB2 CATCH BASIN TYPE 2 ED FLOOR DRAIN MAX MAXIMUM RT RIGHT WWF WELDED WIRE FABRIC
<br /> FEN FOUNDATION MB MAILBOX, MACHINE BOLT RTN RETURN YD YARD DRAIN
<br /> CC CENTER-TO-CENTER
<br /> 0 ODE CONTROL DENSITY FILL FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY MECH MECHANICAL R/W RIGHT OF WAY
<br /> FF FAR FACE, FINISH FLOOR ME MOMENT FRAME
<br /> OF CUBIC FEET, COLD-FORMED CG CURB & GUTTER FL FLANGE/FLOW LINE MFR(S) MANUFACTURER(S) S SOUTH, SLOPE
<br /> o
<br /> � COG CENTER OF GRAVITY FG FINISH GRADE MH MANHOLE SB SOIL BORING
<br /> CI CAST IRON FIT FIRE HYDRANT MHW MEAN HIGH WATER SC SLIP CRITICAL
<br /> CICL CAST IRON CONCRETE LINED FIG FIGURE MHHW MEAN HIGHER HIGH WATER SCHED SCHEDULE
<br /> - CIP CAST IN PLACE FIN FINISH, FINISHED MIC MONUMENT IN CASE SD STORM DRAIN
<br /> FLG FLANGE MIN MINIMUM SDMH STORM DRAIN MANHOLE
<br /> Oo CJ CONTROL JOINT, CONSTRUCTION JOINT CJP, CP COMPLETE JOINT PENETRATION FLR FLOOR MISC MISCELLANEOUS SE SOUTHEAST
<br /> N CLF CHAIN LINK FENCE FM FORCE MAIN MJ MECHANICAL JOINT SECT SECTION
<br /> CLG CEILING ENO FENCE MLW MEAN LOW WATER SERV SERVICE
<br /> CLR CLEAR(ANCE) FOC FACE OF CURB MLLW MEAN LOWER LOW WATER SF SQUARE FEET
<br /> < CMP CORRUGATED METAL PIPE TOW FACE OF WALL M/L MONUMENT LINE SHLDR SHOULDER
<br /> o CMU GONG MASONRY UNIT FS FAR SIDE MPH MILES PER HOUR SHT SHEET
<br /> ONLY COUNTY FT FEET/FOOT MON MONUMENT SIM SIMILAR
<br /> w CO CLEAN OUT FTG FOOTING MTL METAL SJI STEEL JOIST INSTITUTE
<br /> w
<br /> z COE CITY OF EVERETT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES S/L SURVEY LINE
<br /> 0 COIL COLUMN G GAS LINE SOG SLAB ON GRADE
<br /> w COM COMMON GA GAUGE N NORTH SEC SPACE(ED)(ING)
<br /> d GONG CONCRETE GAL GALLON NE NORTHEAST SPEC(S) SPECIFICATION(S)
<br /> Z CONN CONNECT, CONNECTION GALV GALVANIZED NEG NEGATIVE SO SQUARE
<br /> 0 CONST CONSTRUCT, CONSTRUCTION GB GRADE BREAK NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC SS SANITARY SEWER, STAINLESS STEEL
<br /> P: CONT CONTINUED, CONTINOUS GE GRATE ELEVATION NF NEAR FACE SSH SHORT SLOTTED HOLE
<br /> vo CONTR CONTRACTOR GEN GENERAL NIC NOT IN CONTRACT SSMH SANITARY SEWER MANHOLE
<br /> J COORD COORDINATE GM GAS METER NOM NOMINAL ST STREET
<br /> CP COMPLETE PENETRATION GL, GLULAM GLUED LAMINATED TIMBER MEMBER No. NUMBER STA STATION
<br /> z CPEP CORRUGATED POLYETHYLENE PIPE GR GUARD RAIL NS NEAR SIDE, NONSHRINK STAG STAGGER, STAGGERED
<br /> ¢ CPR CORRUGATED PLASTIC PIPE GRID GRADE N-S NORTH-SOUTH STD STANDARD
<br /> ~ CRSI CONCRETE REINFORCED STEEL INSTITUTE GRIND GROUND NTS NOT TO SCALE STIFF STIFFENER
<br /> w CSBC CRUSHED SURFACING BASE COURSE GV GAS VALVE NW NORTHWEST STIR STIRRUP
<br /> CSTC CRUSHED SURFACING TOP COURSE GWB GYPSUM WALL BOARD STPS STEPS
<br /> CTR CENTER, CENTERED STL STEEL
<br /> CU CUBIC STRUC STRUCTURAL
<br /> CULV CULVERT SUED SUPPORT
<br /> CW COLD WATER SW SOUTHWEST, SHEAR WALL
<br /> CY CUBIC YARD S/W SIDEWALK
<br /> CYL CYLINDER SYM SYMMETRICAL, SYMBOL ` City of Everett
<br /> EVERETT Reviewed for Permit 09/27/2022
<br /> g IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY.
<br /> PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N0.
<br /> PND ENGINEERS,INC. IS NOT RESPONSIBLE FOR SAFETY BRUC J. KEISER NOTED r./ EVERETT
<br /> C G1.03
<br /> 3 LL PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE � aF wn F
<br /> w Port o,f CONSTRUCTION OF THE DESIGN s"°W"ON THESE DRAWINGS. 's DESIGNED °Y, DATE, WATERFRONT PLACE CENTRAL
<br /> m w I I ®"" 1736Poar[hAve 1.Su@eA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, � 5 Lp C. WIEST MAY 2022 CIP NO.
<br /> =0 S-1n,W.H.gwn98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF MARINA FUEL TANK REPLACEMENT 2-D-�69—�,
<br /> P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY RAWN BY: CHECKED BY-
<br /> 0.
<br /> 11 ERETT ENGINEERS,INC. AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN a 327gg�o '� G. DEAN C. CASTONA PROJECT
<br /> a a P.O.BOX 538 waw.Pndeabneus.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED �Fy,FO'STSa G�2 NO.
<br /> MCR-CM-2022-01
<br /> s APPROVED BY GENERAL ABBREVIATIONS
<br /> M N EVERETT,WA 96206 QO 5/31/22 JBK ISSUED FOR BID N ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT AONAL�
<br /> (425)259-3164 DIRECTLY OR INDIRECTLY TO PND. 5z
<br /> No. DATE By REvisioN SHEET N0. 4 OF 31
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