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<br /> ABBREVIATIONS
<br /> AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY OFFICIALS -CULV CULVERT GV GAS VALVE OC . ON CENTER SP/ SIDEWALK
<br /> AB ANCHOR BOLT CW COLD WATER GWB GYPSUM WALL BOARD• OD OUTSIDE DIAMETER SYM SYMMETRICAL, SYMBOL
<br /> ABAND ABANDONED CY" CUBIC YARD H HEIGHT • OE OVERHEAD ELECTRIC T/ . TOP OF
<br /> ABUT ABUTMENT CYL CYLINDER HDCP HANDICAP OHW ORDINARY HIGH WATER T&B TOP AND BOTTOM
<br /> AC ASPHALT CONCRETE d PENNYWEIGHT (NAILS) HDG HOT DIPPED GALV OF OUTSIDE FACE T&G • TONGUE AND GROOVE
<br /> ACI AMERICAN CONCRETE INSTITUTE DB DIVIDER BEAM OR DRAIN BASIN HDPE HIGH DENSITY POLYETHYLENE OPNG OPENING TB THRUST BLOCK
<br /> ADA AMERICANS WITH DISABILITIES ACT DBA DEFORMED BAR ANCHOR HF HEM—FIR OPP OPPOSITE TAN TANGENT
<br /> ADDL ADDITIONAL DBL DOUBLE HGR HANGER OSH OVERSIZED HOLE T&B TOP & BOTTOM
<br /> ADJ ADJUST, ADJACENT DDCV DOUBLE DETECTOR CHECK VAVLE HK HOOK OT OVERHEAD TELEPHONE TBM TEMPORARY BENCH MARK
<br /> AFF ABOVE FINISHED FLOOR DEMO DEMOLISH, DEMOLITION HMA HOT MIX ASPHALT OWJ OPEN WEB JOIST TO TRENCH DRAIN
<br /> AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DEC DEGREE . HORIZ HORIZONTAL TEL TELEPHONE
<br /> AISI AMERICAN IRON AND STEEL INSTITUTE DET DETAIL HP • HIGH POINT P POLE, POWER TEMP TEMPORARY, TEMPERATURE
<br /> ALIGN ALIGNMENT OF DOUGLAS FIR HSB HIGH STRENGTH BOLT • PAR PARALLEL THK THICK, THICKNESS
<br /> ALUM ALUMINUM • DFL DOUGLAS FIR—LARCH HSE HOUSE PC PRECAST, PIECE THRU THROUGH
<br /> ALT ALTERNATE DI DUCTILE IRON HSS HOLLOW STRUCTURAL SECTION PCF POUNDS PER CUBIC FOOT TMH TELEPHONE MANHOLE
<br /> ANCH ANCHOR DIP DUCTILE IRON PIPE HT HEIGHT PEN PENETRATION TOA TOP OF ASPHALT
<br /> AP ANGLE POINT DIA . .DIAMEIEH PED PEDESTRIAN TOC TOP OF CURB OR TOP OF CONCRETE
<br /> APA AMERICAN PLYWOOD ASSOCIATION DLAG DIAGONAL BC NTERNATIONAL BUILDING CODE PERP • PERPENDICULAR TOE CONCAVE SLOPE BREAK
<br /> APPROX APPROXIMATE DIAPH DIAPHRAGM D NSIDE DIAMETER PI POINT OF INTERSECTION TOF TOP OF FOOTING
<br /> APWA AMERICAN PUBLIC WORKS ASSOCIATION DICA DRILLED—IN CONCRETE ANCHOR E NVERT ELEVATION PJP, PP PARTIAL JOINT PENETRATION TOP CONVEX SLOPE BREAK
<br /> AR ANCHOR ROD DIM DIMENSION • F NSIDE FACE PLCS PLACES TOPO TOPOGRAPHY
<br /> ARCH ARCHITECT, ARCHITECTURAL DL DEAD LOAD. J SOLATION JOINT PLF' POUNDS PER LINEAR FOOT TOS TOP OF STEEL
<br /> ARV AIR RELIEF VALVE DN DOWN N NCH/INCHES PLWD PLYWOOD TOT TOTAL
<br /> ASC.E AMERICAN SOCIETY OF CIVIL ENGINEERS DO DITTO - NCL NCLUDE - PNL PANEL TOW TOP OF WALL
<br /> ASPH ASPHALT DP DEEP NFO NFORMATION POC POINT OF CONNECTION TP TEST PIT
<br /> ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS DS DOWN SPOUT NST NSTALL PREFAB PREFABRICATED TRAN TRANSITION
<br /> ASSY ASSEMBLY D/W DRIVEWAY - NSUL NSULATION -
<br /> PRV PRESSURE REDUCING VALVE TRANSV TRANSVERSE
<br /> AVE AVENUE DWG(S) DRAWING(S) NT NTERIOR, INTERMEDIATE PS PRESTRESS • TR TELEPHONE RISER, THREADED ROD
<br /> • AVG AVERAGE DWL DOWEL NV - NVERT PSF POUNDS PER SQUARE FOOT TUN TUNNEL
<br /> AWS AMERICAN WELDING SOCIETY P RON PIPE PSI -POUNDS PER SQUARE INCH N TELEVISION
<br /> E EAST PSS PRESSURE SANITARY SEWER TNS THREADED WELDED STUD
<br /> B/ BOTTOM OF - EA EACH JB JUNCTION BOX PT POINT OF TANGENT, POINT, PRESSURE TREATED VAST TWISTED
<br /> BAL BALANCE EE EACH END JST JOIST PUD PUBLIC UTILITY DISTRICT #1 OF SNOHOMISH CNTY TYP TYPICAL
<br /> BF BRACED FRAME EF EACH FACE JT JOINT PSL PARALLEL STRAND LUMBER
<br /> BGS BENEATH GROUND SURFACE EHW EXTREME HIGH WATER P—T POST—TENSIONED UBC UNIFORM BUILDING CODE
<br /> BLDG BUILDING EJ - EXPANSION JOINT K • KIP (1,000 LB) PVC POLYVINYL CHLORIDE - UHMW ULTRA HIGH MOLECULAR WEIGHT
<br /> BLKG BLOCK, BLOCKING EL, ELEV ELEVATION, ELEVATOR KSF KIPS PER SQUARE FOOT PVMT PAVEMENT UG UNDERGROUND
<br /> BLVD BOULEVARD ELB - ELBOW KSI KIPS PER SQUARE INCH P/L ' PROPERTY LINE UNO UNLESS NOTED OTHERWISE
<br /> BOC BACK OF CURB •
<br /> ELEC ELECTRICAL UP UTILITY POLE
<br /> BOW BACK OF WALK EMB EMBANKMENT L LENGTH, ANGLE QTY QUANTITY UPA UTILITY POLE ANCHOR
<br /> OL BOLLARD EMBED EMBEDMENT LB POUNDS MIL UTILITY
<br /> M BEAM, BENCH MARK ENGR ENGINEER LBS POUNDS R, RAD RADIUS
<br /> NSF BURLINGTON NORTHERN SANTA•FE EOA EDGE OF ASPHALT LEV - LEVEL RC REINF CONC V VALVE
<br /> SMT BASEMENT EOC EDGE OF CONCRETE LF LINEAL FOOT/FEET RD ROOF DRAIN VAR VARIES
<br /> OT BOTTOM - EOD EDGE OF DIRT LL LIVE LOAD .REF REFERENCE VERT VERTICAL
<br /> RDG BRIDGE EOG EDGE OF GRAVEL LLBB LONG LEGS BACK TO BACK REINF REINFORCE(D)(MENT)(ING) VLT VAULT
<br /> RG BEARING EP EDGE OF PAVEMENT. LLH LONG LEG HORIZONTAL REM REMAINDER -
<br /> RK BREAK • EQ EQUAL, EARTHQUAKE •LLV LONG LEG VERTICAL REQD REQUIRED W WIDTH, WATER LINE, WEST, WIDE FLANGE
<br /> BTWN BETWEEN EQUIP EQUIPMENT LOC LOCATION, LOCATE RET RETAINING W/ WITH
<br /> U BUILT—UP ER ELECTRICAL RISER LONGIT LONGITUDINAL " RETW . RETAINING WALL W/O WITHOUT
<br /> ES EACH SIDE LP LOW POINT RMC RIGID METAL CD WD WOOD (EN)
<br /> CAMBER, CHANNEL ETC ETCETERA LSH LONG SLOTTED HOLE . RND ROUND WHS WELDED HEADED STUD
<br /> CAL CALIPER LW EACH WAY- LSL LAMINATED STRAND LUMBER RO ROUGH OPENING WHSE WAREHOUSE
<br /> CANT CANTILEVER IXC EXCAVATION LT LEFT RR RAILROAD WL BUTT FUSION WELD
<br /> CAP CAPACITY EXIST EXISTING LUMIN LUMINAIRE RT . RIGHT WM WATER METER, WATERMAIN
<br /> c CB CATCH BASIN EXP EXPANSION LVL LAMINATED VENEER LUMBER RTN RETURN WP WORK POINT
<br /> CB1 CATCH BASIN TYPE 1 EXT EXTERIOR, EXTENSION, EXTRUDED R/W RIGHT OF WAY WT WEIGHT
<br /> C82 CATCH BASIN TYPE 2 EVT EVERETT M METER WV WATER VALVE
<br /> `o CC CENTER—TO—CENTER E—W EAST—WEST - MATL MATERIAL S SOUTH, SLOPE WWF WELDED WIRE FABRIC
<br /> CDF - CONTROL DENSITY FILL MAX MAXIMUM SB SOIL BORING YD YARD DRAIN
<br /> CF CUBIC FEET, COLD—FORMED FD FLOOR DRAIN MB MAILBOX, MACHINE BOLT SC
<br /> SUP CRITICAL .
<br /> i CG - CURB & GUTTER FDN FOUNDATION MECH MECHANICAL SCHED SCHEDULE
<br /> COG CENTER OF GRAVITY FEMF1 FEDERAL EMERGENCY MANAGEMENT AGENCY . MF MOMENT FRAME 'SD STORM DRAIN
<br /> CI CAST IRON FF FAR FACE, FINISH FLOOR MFR(S) MANUFACTURER(S) . SDMH STORM DRAIN MANHOLE
<br /> m CICL CAST IRON CONCRETE LINED FL FLANGE - NH - MANHOLE SE SOUTHEAST
<br /> 1 CIP CAST IN PLACE • FG FINISH GRADE MHW MEAN HIGH WATER SECT SECTION
<br /> CJ CONTROL JOINT, CONSTRUCTION JOINT FH FIRE HYDRANT MHHW MEAN HIGHER HIGH WATER SERV SERVICE
<br /> CJP, CP COMPLETE JOINT PENETRATION FIG FIGURE 'MIC MONUMENT IN CASE SF SQUARE FEET
<br /> i CLF CHAIN LINK FENCE FIN FINISH, FINISHED MIN MINIMUM SHLDR SHOULDER
<br /> CLG CEILING FLG FLANGE MISC MISCELLANEOUS SHT SHEET
<br /> 3 CLR CLEARANCE) FLR FLOOR MJ MECHANICAL JOINT SIM SIMILAR
<br /> CMP CORRUGATED METAL PIPEFM FORCE MAIN MLW MEAN LOW WATER SJI • STEEL JOIST INSTITUTE
<br /> g CMU CONC MASONRY UNIT FNC FENCE MLLW MEAN LOWER LOW WATER S/L • SURVEY LINE
<br /> CNTY COUNTY FOC FACE OF CURB M/L MONUMENT LINE SOG SLAB ON GRADE
<br /> Wa CO CLEAN OUT FOW FACE OF WALL MPH MILES PER HOUR SPC SPACE(ED)(ING
<br /> 0 COE CITY OF EVERETT FS FAR SIDE MON MONUMENT SPEC(S) SPECIFICATIONS)
<br /> COL COLUMN FT FEET/FOOT MTL METAL SQ SQUARE
<br /> COM COMMON FTG FOOTING MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SS SANITARY SEWER, STAINLESS STEEL
<br /> m COMM COMMUNICATION SSH SHORT SLOTTED HOLE
<br /> CONC CONCRETE G GAS LINE N NORTH SSMH SANITARY SEWER MANHOLE
<br /> STREET
<br /> CONN CONNECT, CONNECTION GA GAUGE NE NORTHEAST ST ,
<br /> CONST CONSTRUCT, CONSTRUCTION GAL GALLON NEG NEGATIVE STA STATION
<br /> = CONT CONTINUED, CONTINOUS GALV GALVANIZED NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC STAG STAGGER, STAGGERED
<br /> APPROVED
<br /> CONTR CONTRACTOR GB
<br /> GRADE BREAK NF NEAR FACE STD STANDARD
<br /> COORD COORDINATE GE GRATE ELEVATION NIC NOT IN CONTRACT STIFF STIFFENER
<br /> CP COMPLETE PENETRATION GEN GENERAL NOM NOMINAL STIR STIRRUP PUBLI W RKS DEPARTM NT
<br /> CRSI CONCRETE REINFORCED STEEL. INSTITUTE GM" GAS METER No. NUMBER STPS STEPS
<br /> CSBC CRUSHED SURFACING BASE COURSE GL, GLULAM GLUED LAMINATED TIMBER MEMBER NS NEAR SIDE, NONSHRINK STL. STEEL
<br /> o CSTC CRUSHED SURFACING TOP COURSE GR GUARD RAIL N—S NORTH—SOUTH STRUC STRUCTURAL BY
<br /> $
<br /> CTR
<br /> CENNTICER. CENTERED GRD GRADE NTS NOT TO SCALE SUPP SUPPORT
<br /> W •
<br /> GRND GROUND NW NORTHWEST SW SOUTHWEST, SHEAR WALL 9 1/-Zcl'
<br /> DATE
<br /> CITY OF EVERETT REVIEWED FOR PERMIT
<br /> 6 IF THIS DRAWING IS NOT 22'x34' SCALE ACCOR INGLYI
<br /> ' PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N0
<br /> a PND ENGINEERS,INC.IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED G1.03
<br /> I !� PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE 4A„VUAM�!
<br /> `° POrt (/ CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. 8i DESIGNED BY: DATE
<br /> 1736 Fo,,h Avemue S Suite A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, A',' K. BURKE FEBRUARY 2016 WATERFRONT PLACE CENTRAL CIP NO.
<br /> g ��e ® I ®� � .w°^> o�1 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF r.J • ' 3-8-003-02
<br /> * -�,. V '11K X.1■ F:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY ;.. - ' DRAWN or CHECKED BY: WEYERHAEUSER BUILDING RELOCATION
<br /> 7 T JJIW i ENGINEERS,INC. www.mim' ets.wm AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN ' T �'v ”`
<br /> �� P °°` � ISSUED FOR BID ''',$10-o _ D. McDONALD C. WIEST PROJECT TR—WH-2016-01
<br /> / P.O.BOX 538 ! 2\ n6 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED GENERAL ABBREVIATIONS NO.
<br /> Si EVER) ,WA 98206
<br /> AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT ON- APPROVED BY:
<br /> DIRECTLY OR INDIRECTLY TO PND. �/� .-. `�''
<br /> ` :}
<br /> 1
<br /> NO. DATE Br REVISION 2125116 � ...^ • - SHEET NO. 4 OF 21
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