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� � � <br /> AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY OFFICIALS d PENNYWEIGNT (NAILS) H HEIGHT OC ON CEI�TER T/ TOP OF <br /> AB ANCHOR BOLT DB DIVIDER BEAM HDCP HANDICAP OD OUTSIDE DIAMETER T&B TOP AND BOTTOM <br /> ABAND ABANDONED DBA DEFORMED BAR ANCHOR HDG HOT DIPPED GALV OHW ORDINARY HlGH WATER T&G TONGUE AND GROOVE <br /> ABUT ABUTMENT DBL DOUBLE HQPE HIGH DENSlTY POLYEfHYLENE OF OUTSIDE �'ACE TB THRUST SLOCK <br /> AC ASPHALT CONCRETE DDCV DOUBLE DETECTOR CHECK VAVLE HF HEM—FlR OPNG OPENING TAN TANGENT <br /> ACI AMERICAN CONCRETE INSTITUTE DEMO DEMOLISH, DEMOLITION HGR HANGER OPP OPPOSITE TBM TEMPORARY BENCH MARK <br /> ADDL ADDITIONAL DEG DEGREE HK HOOK OSH OVERSIZED HOLE TD TRENCH DRAW <br /> ADA AMERICAN WITH DISABILITY ACT DET DEfAIL HMA HOT MIXED ASPHALT OT OVER�HEAD TELEPHON� 7EL TELEPHONE ' <br /> ADJ ADJUST, ADJACENT DF DOUGLAS FIR HORIZ HORIZONTAL OWJ OPEN WEB JOIST TEMP TEMPORARY, TEMPERATURE <br /> AFF ABOVE FINISHED FLOOR DFL DOUGIAS FIR—LARCH HP HIGM POINT THK THICK, 7HICKNESS <br /> AHD AHEAD DI DUCTILE IRON HRS HOURS P POLE, POWER THRU THROUGH <br /> AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DIA DIAMETER HSB HIGH STRENGTH BOLT PAR PARALLEL TMH TELEPHONE MANHOLE <br /> AISI AMERICAN IRON AND STEEL INSTITUTE DIAG DIAGONAL HSE HOU5E PC PRECAST, PIECE, POINT OF CURVATURE 7QC TOP OF CURB <br /> ALIGN ALIGNMENT DIAPH DIAPHRAGM HSS HOLLOW STRUCTURAL SECTION PGF POUNDS PER CUBIC FOOT TOE CONCAVE SLOPE BREAK� <br /> ALUM ALUMINUM DICA DRIL�ED—IN CONCREfE ANCHOR HT HEIGH7 PEN PENEfRATION TOF TOP OF FOOTING <br /> ALT ALTERNATE DIM DIMENSlON PED PEDESTRIAN TOP CONVEX SLOPE BREAK <br /> ANCH ANCHOR DL DEAD LOAD iSC INTERNATIONAL BUILDING CODE PERP PERRENDICULAR T�PO TOPOGRAPHY <br /> AP ANGLE POINT DN DOWN ID INSIDE DIAMEfER PI POINT�OF INTERSECTION TOS TOP OF STEEL <br /> APA AMERICAN PLYWOOD ASSOCIATION DO DiTTO iE INVERT ELEVATION PJP, PP PARTIAL. JOINT PENETRATION TOT TOTAL <br /> APPROX APPROXIMATE DP DEEP IF INSIDE FACE PKG PARKING TOW TOP OF WALL <br /> APWA AMERICAN PUBLIC WORKS ASSOCIATION DS DOWN SPOU7 IJ ISOLATiON JOINT PLCS PLACES TP TEST PIT <br /> AR ANCHOR ROD D/W DRIVEWAY IN WCH/INCHES PI.F PO,UNDS PER LINEAR FOOT TRAN TRANSITION <br /> ARCH ARCHITECT, ARCHITECTURAL DWG(S) DRAWING(S) INCL INCLUDE PLWD PLYWOOD TRANSV TRANSVERSE <br /> ARV AIR RELIEF VALVE DWL DOWEL INFO INFORMATION PNL PANEL TR TELEPHONE RISER, THREAQED ROD <br /> ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS INST INSTALL POC POINT OF CONNECTION TUN TUNNEL <br /> ASPH ASPHALT E EAST INSUL INSULATION POE PORT OF EVEREf f N TELEVISION <br /> ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS EA EACH W7 INTERIOR, INTERMEDIATE POT POINT ON TANGENT TWS THREADED WELDED STUD <br /> ASSY ASSEMBLY EE EACH END INV INVERT PREFAB PREFABRICATED TWST TWISTED <br /> AVE AVENUE EF EACH FACE IP IRON PIPE PRV PRESSURE REDUCING VALVE TYP IYPICAL <br /> AVG AVERAGE EHW EXTREME HIGH WATER PS PRESTRESS � <br /> AWS AMERICAN WELDING SOCIETY EJ EXPANSION JOWT JB JUNCTION BOX PSF POUNDS PER SQUARE FOOT UBC UNIFORM BUILDING CODE <br /> EL, ELEV ELEVATION, ELEVATOR JST JOIST PSI POUNDS PER SQUARE INCH UHMW ULTRA HIGH MOLECUI.AR WEIGHT <br /> B/ BOTfOM OF ELB ELBOW JT JOINT PSS PRESSURE SANITARY �EWER UG UNDERGROUND <br /> BAL BALANCE ELEC ELECTRICAL PT POINT OF TANGENCY, POiNT, PRESSURE 1`REATED UNO UNLESS NOTED OTHERWISE <br /> BF BRACED FRAME EMB EMBANKMENT K KIP (1,OOD LB) PUD PUBLIG UTILITY DfSTR1CT #1 OF SNOHOMISH CN7Y UP UNDERGROUND POWER <br /> BK BACK EMBED EMBEDMENT 4�SF KIPS PER SQUARE FOOT pSL PARALLEL STRAND LUMBER UPA UTILITY POLE ANCHOR <br /> BLDG BUILDING ENGR ENGINEER KSI KIPS PER SQUARE INCH P—T POST—TENSIONED U71L UTILIIY <br /> BLKG BLOCK, BLOCKING EOA EDGE OF ASPHALT PVC POLYVINYL CHL�RIDE <br /> BLVD BOULEVARD EOC EDGE OF CONCREfE L LENGTH, ANGLE PVMT PAVEMENT V VALVE <br /> BOC BACK OF CURB EOD EDGE OF DIRT LB FOOT POUNDS P/L PROPERTY LINE VAR VARlES <br /> BOW BACK OF WALK EOG EDGE OF GRAVEL LBS POUNDS VERT VERTICAL � <br /> BOL BOLLARD EOTL EDGE OF TRAVEL LANE LEi! LEVEL QT`( QUANTITY VLT VAULT <br /> BM BEAM, BENCH MARK EP EDGE OF PAVEMENT LF LINEAL FOOT/FEEf VPC VERTICAL POINT OF CURVE <br /> BNSF BURLINGTON NORTHERN SANTA FE EQ EQUAL, EARTHQUAKE LL LIVE LOAD R, RAD RADIUS VPI VERTICAL POINT OF INTERSECTION <br /> BSMT BASEMENT EQU1P EQUIPMENT LLBB LONG LEGS BACK TO BACK RC REINF CONC VPRC VERTICAL POINT OF REVERSE CURVE <br /> BOT 80TTOM ES EACH SIDE LLH LONG LEG HORIZONTAL RD ROOF DRAIN VPT VERTICAL POINT OF TANGENT <br /> BRDG BRIDGE ETC ETCETERA LLV LONG LEG VERTICAL REF REFERENCE <br /> BRG BEARING EW EACH WAY LOC LOCATION, LOCATE REINF REINFORCE(D)(MENT)(ING} W WIpTH, WATER LINE, WEST, WIDE FLANGE <br /> BRK BREAK EXC EXCAVATION LONGIT LONGITUDINAL REM REMAINDER W/ WITH <br /> BTWN BETWEEN EXIST EXfSTING LP LOW POINT REQD REQUIRED W/0 WITHOUT <br /> BU BUILT—UP EXP EXPANSION LSH LONG SLOTfED HOLE RE( RETAINING WD WOOD <br /> EXT EXTERIOR, EXTENSlON, EXTRUDED LSL LAMINATED STRAND LUMBER REI1N REfAINING WALL WHS WELDED HEADED STUD <br /> C CAMBER, CHANNEL EVT EVEREfT LT LEFT RIM RiM ELEVATION WHSE WAREHOUSE <br /> CAL CALIPER E—W EAST—WEST LUMIN LUMINAIRE RMC RIGID MEfAL CD WJ WEAKENED PLANE JOINT <br /> CANT CANTILEVER EW EACH WAY LVL LAMINATED VENEER LUMBER RND ROUND WM WATER METER, WATERMAIN <br /> CAP CAPACITY RO ROUGH QPENING WMVD WEST MARINE VIEW DRIVE <br /> CB CATCH BASIN FQ FLOOR DRAIN M METER RR RAILROAD WP WORK POINT <br /> C/C CENTER—TO—CENTER FDN FOUNDATION MA7L MATERIAL RT RIGHT WT WEIGHT <br /> CDF CONTROL DENSITY FILL FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY MAX MAXIMUM RTN REfURN WV WATER VALVE <br /> CF CUBiC FEET, COLD—FORMED FF FAR FACE, FINISH FLOOR MB MAILBOX, MACHWE BOLT R/W RIGHT OF WAY WWF WELDED WIRE FABRIC <br /> CG CURB & GUTCER FL FLANGE JOINT ME MATCH EXISTING <br /> COE CITY OF EVERETT FLG FLANGE ��IECH MECHANICAL S SOUTH, SLOPE YD YARD DRAIN <br /> COG CENTER OF GRAVITY FG FINISH GRADE YiF MON9ENT FRAME SB SOIL BORING <br /> CI CAST IRON FH FIRE HYDRANT MFR(S) MANUFACTURER(S) SC SLIP CRITICAL <br /> CICL CAST IRON CONCRETE LINED FlG FIGURE MH MANHOLE SCHED SCHEDULE <br /> CIP CAST IN PLACE F!N FINI5H, FINISHED MHW MEAN HIGH WATER SD STORM DRAW <br /> CJ CONTROL JOINT, CONSTRUCTION JOINT FLR FLOOR MHHW MEAN HIGHER HIGH WATER SDMH STORM DRAIN MANHOLE <br /> CJP, CP COMPLETE JOINT PENETRATION FM FORCE MAIN MIC MONUMENT !N CASE SE SPOT ELEVATION, SOUTHEAST - <br /> CLF CHAIN LINK FENCE FNC FENCE MIN MINIMUM SECT SECTION <br /> CLG CEILING FOC FACE OF CURB M1SC MISCELLANEOUS SERV SERVICE ' <br /> CLR CLEAR(ANCE) FOW FACE OF WALL MJ MECHANICAL JOINT SF SQUARE FEET <br /> CMP CORRUGATED MEfAL PIPE FS FAR SIDE MLW MEAN LOW WATER SHLDR SHOULDER <br /> CMU CONC MASONRY UNIT FT FEETf FOOT MLLW MEAN LOWER LOW WATER SHT SN�Ef <br /> CNT( COUNTY F1'G FOOTiNG M/L MONUMENT LINE SIM SIMILAR <br /> CO CLEAN OUT MPH MILES PER HOUR SJI STEEL JOIST INSTITUTE <br /> COL COLUMN G GAS LINE MON MONUMENT S/L SURVEY LWE � <br /> COM COMMON GA GAUGE �ITL METAL SOG SLAB ON GRADE <br /> CONC CONCREfE GAL GALLON MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SPC SPACE(ED)(ING <br /> CONN CONNECT, CONNECTION GALV GALVANIZED SPEC(S) SPECIFICATION�S} � <br /> CONST CONSTRUCT, CONSTRUCTION GB GRADE BREAK :`J NORTH SQ SQUARE <br /> CONT CONTINUED, CONT�rJLOUS GE GRATE ELEVA710N NE NOR7HEAST SS SANITARY SEWER, STAIi�1LESS STEEL <br /> CONTR CONTRACTOR GEN GENERAL ;�EG NEGATIVE SSH SHORT SLOTfED H(?LE <br /> COORD COORDINATE GM GAS METER NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC SSMH SANITARY SEWER MANHOLE <br /> CP COMPLETE PENET�RATION GL GUTTER LINE �!F NEAR FACE ST STREET <br /> CRSI CONCRETE REINFORCED STEEL INSTITUTE GL, GLULAM GLUED LAMINATED MEMBER NIC NOT IN CONTRACT STA ' STATION <br /> 3 CSTC CRUSHED SURFACING TOP COURSE GR GUARD RAIL NOM NOMINAL STAG STAGGER, STAGGERED <br /> � CTR CENTER, CENTERED GRD GRADE No. NUMBER STD STANDARD <br /> � CU CUBlC GRND GROUND NS NEAR SIDE, NONSHRINK STIFF STIFFENER <br /> � CULV CULVERT GV GAS VALVE N—S NORTH—SOUTH STIR STIRRUP <br /> CY CUBIC YARD GWB GYPSUM WALL BOARD NTS NOT TO SCALE STPS STEPS " � "- <br /> I '� <br /> � CYL CYLINDER NW NORTHWEST STL STEEL ' � ` �� - � <br /> �- STRUC STRUCTURAL �� � '` ; � ,f� -� �-� ���-�Y `�� ��� � �� � � � � <br /> k't <br /> � � _ j f+r % 9'>�`f <br /> �' SUPP SUPPORT `�� ` c ;r � > s,y� ; <br /> � 4 �._ �a t ..^„G �r'v�-�C ��i4 f� ' j .�. 7/�`�,'. <br /> � SW SOUTHWEST, SHEAR WALL, SQUTHWE5T � �"� " ' ��� ��� � � '� <br /> ��, S/W SIDEWALK � ��,��.�� ��r � ��s r <br /> y se#I.�a_��. wv��icli«�r�..� S > � � <br /> � SYM SYMMEI"RICAL, SYMBOL i ��� `�� n � <br /> �n � ��z,�i��sa�� a <br /> � �� <br /> O � ,A Pli3LiG ��O`r�KS?LWs��IT!S r lt)1 t��"' ��fOR <br /> d' 1� ���� ��!"����'��.� �ITO �Y�RT1PdG APlY GOI�S�7�UG 3 ts.)ES �J�, �3h{�� <br /> i "L» <br /> � '� f?AC7e}�Cd7 %��Prl�J4A FrJe, E o �.tt.K? 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