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ABBREVIATIONS
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<br /> AASHTO AMERICAN ASSOCIATION OF STATE NIGHWAY OFFICIALS d PENNYWEIGHT (NAILS) H HEIGHT OC ON CENTER T/ TOP OF
<br /> AB ANCHOR BO�T DB DIVIDER BEAM HDCP HANDICAP OD OUTSIDE DIAMEI'ER T&B TOP AND BOTTOM
<br /> ABAND ABANDONED DBA DEFORMED BRR ANCHOR HDG HOT DIPPED GALV OHW ORDINARY NIGH WATER 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 OPNG OPENING TAN TANGENT
<br /> ACI AMERICAN CONCREfE INSTITUTE DEMO DEMOLISH, DEMOLITION HGR HANGER OPP OPPOSITE TBM TEMPORARY BENCH MARK
<br /> ACP ASPHALT CONCRETE PAVEMENT DEG DEGREE HK HOOK OSH OVERSIZED HOLE TD TRENCH DRAIN
<br /> ADDL ADDITIONAL DET DEl'AIL HMA HOT MIXED ASPHALT OT OVERHEAD TELEPHONE TEL TELEPHONE `
<br /> ADA AMERICAN WITH DISABILIIY ACT DF DOUGLAS FIR HORIZ HORIZONTAL OWJ OPEN WEB JOIST TEMP. TEMPORARY, TEMPERATURE
<br /> ADJ ADJUST, ADJACENT DFL DOUGLAS FIR—LARCH HP HIGH POINT THK THICK, THICKNESS
<br /> AFF ABOVE FINISHED FLOOR DI DUCTILE IRON HRS HOURS P POLE, POWER THRU THROUGH
<br /> AHD AHEAD DIA DIAMEfER HSB HIGH STRENGTH BOLT PAR PARALLEL TMH TELEPHONE MANHOLE
<br /> AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DIAG DIAGONAL HSE HOUSE PC PRECAST, PIECE, POINT OF CURVATURE TOC TOP OF CURB
<br /> AISI AMERICAN IRON AND STEEL INSTITUTE DIAPH DIAPHRAGM HSS HOLLOW STRUCTURAL SECTfON PCF POUNDS PER CUBIC FOOT TOE CONCAVE SLOPE BREAK
<br /> ALIGN RLIGNMENT DICA DRILLED—IN CONCRETE ANCHOR HT HEIGHT PEN PENETRATION TOF TOP OF FOOTING
<br /> ALUM ALUMINUM DIM DIMENSION PED PEDESTRIAN TOP CONVEX SLOPE BREAK
<br /> ALT ALTERNATE DL DEAD LOAD IBC INTERNATIONAL BUILDING CODE PERP PERPENDICULAR TOPO TOPOGRAPHY
<br /> ANCH ANCHOR DN DOWN ID INSIDE DIAMETER PI POINT OF INTERSECTION TOS TOP OF STEEL
<br /> AP ANGLE POiNT DO DITi'0 IE INVERT ELEVATION PJP, PP PARTIAL JOINT PENEfRATION TOT TOTAL
<br /> APA AMERICAN PLYWOOD ASSOCIATION DP DEEP IF INSIDE FACE PKG PARKING TOW TOP OF WALL
<br /> APPROX APPROXIMATE DS DOWN SPOUT IJ ISOLATION JOINT PLCS PLACES TP TEST PIT
<br /> APWA AMERICAN PUBLIC WORKS ASSOCIATION D/W DRIVEWAY IN INCH/INCHES PLF POUNDS PER LINEAR FOOT TRAN TRANSiTION
<br /> AR ANCHOR ROD DWG(S) DRAWING(S) INCL INCLUDE PLWD PLYWOOD TRANSV TRANSVERSE
<br /> ARCH ARCHITECT, ARCHITECTURAL DWL DOWEL INFO INFORMATION PNL PANEL TR TELEPHONE RISER, THREADED ROD
<br /> ARV AIR RELIEF VALVE INST INSTALL POC POINT OF CONNECTION TUN TUNNEL
<br /> ASCE AMERICAN SOCIETI° OF CIVIL ENGINEERS E EAST INSUL INSULATION POE PORT OF EVEREIT N TELEVISION
<br /> ASPH ASPHALT EA EACH INT INTERIOR, INTERMEDIATE POT POINT ON TANGENT TWS THREADED WELDED STUD
<br /> ASTM AMERICAN SOCIETY FOR TESTiNG AND �IATERIALS EE EACH END INV INVERT PREFAB PREFABRICATED TWST TWISTED
<br /> ASSY ASSEMBLY EF EACH FACE IP IRON PIPE PRV PRESSURE REDUCING VALVE lYP TYPICAL
<br /> AVE AVENUE EHW EXTREME HIGH WATER PS PRESTRESS
<br /> AVG AVERAGE EJ EXPANSION JOINT JB JUNCTION BOX PSF POUNDS PER SQUARE FOOT UBC UNIFORM BUILDING CODE
<br /> AWS AMERICAN WELDING SOCIETY EL, ELEV ELEVATION, ELEVATOR JST JOIST PSI POUNDS PER SQUARE INCH UHMW ULTRA HIGH MOLECULAR WEIGHT
<br /> ELB ELBOW JT JOINT PSS PRESSURE SANITARY SEWER UG UNDERGROUND
<br /> B/ BOTTOM OF ELEC ELECTRICAL PT POINT OF TANGENCY, POINT, PRESSURE TREATED UNO UNLESS NOTED OTHERWISE
<br /> BAL BALANCE EMB EMBANKMENT K KIP (1 ,000 LB) PUD PUBLIC UTILI-fl' DISTRICT #1 OF SNOHOMISH CNTY UP UNDERGROUND POWER
<br /> BF BRACED FRAME EMBED EMBEDMENT KSF KIPS PER SQUARE FOOT PSL PARALLEL STRAND LUMBER UPA UTILITY POLE ANCHOR
<br /> BK BACK ENGR ENGINEER KSI KIPS PER SQUARE INCH P—T POST—TENSIONED UTIL UTILITY
<br /> BLDG BUILDiNG EOA EDGE OF ASPHALT PVC POLYVINYL CHLORIQE
<br /> BLKG BLOCK, BLOCKING EOC EDGE OF CONCRETE L LENGTH, ANGLE PVMT PAVEMENT V VALVE
<br /> BLVD BOULEVARD EOD EDGE OF DIRT LB FOOT POUNDS P/L PROPERTY LINE VAR VARIES
<br /> BOC BACK OF CURB EOG EDGE OF GRAVEL LBS POUNDS VERT VERTICAL
<br /> BOW BACK OF 1NALK EOTL EDGE OF TRAVEL LANE LEV LEVEL QTY QUANTITY VLT VAULT
<br /> BOL BOLLARD EP EDGE OF PAVEMENT LF LINEAL FOOT/FEEI' VPC VERTICAL POINT OF CURVE
<br /> BM BEAM, BENCH MARK EQ EQUAL, EARTHQUAKE LL LIVE LOAD R, RAD RADIUS VPI VERTICAL POINT OF INTERSECTION
<br /> BNSF BUR�INGTON NORTHERN SANTA FE EQUIP EQUIPMENT LLBB LONG LEGS BACK TO BACK RC REINF CONC VPRC VERTICAL POINT OF REVERSE CURVE
<br /> BSMT BASEMENT ES EACH SIDE LLH LONG LEG HORIZONTAL RD ROOF DRAIN VPT VERTICAL POINT OF TANGENT
<br /> BOT BOTTOM ETC ETCEfERA LLV LONG LEG VERTICAL REF REFERENCE
<br /> BRDG BRIDGE EW EACH WAY LOC LOCATION, LOCATE REINF REINFORCE(D)(MENT)(ING) W WIDTH, WATER LINE, WEST, WIDE FLANGE
<br /> BRG BEARING EXC EXCAVATION LONGIT LONGITUDINAL REM REMAINDER W/ WITH
<br /> BRK BREAK EXIST EXISTING LP LOW POINT REQD REQUIRED W/0 WITHOUT
<br /> BTWN BETWEEN EXP EXPANSION LSH LONG SLOTTED HOLE RET REfAINING WD WOOD
<br /> BU BUILT—UP EXT EXTERiOR, EXTENSION, EXTRUDED LSL LAMINATED STRAND LUMBER RETW RETAINING WALL WHS WELDED HEADED STUD
<br /> EVT EVEREfT LT LEFT RIM RIM ELEVATION WHSE WAREHOUSE
<br /> C CAMBER, CHANNEL E—W EAST—WEST LUMIN LUMINAIRE RMC RIGID META� CD WJ WEAKENED PLANE JOINT
<br /> CAL CALIPER EW EACH WAY LVL LAMINATED VENEER LUMBER RND ROUND WM WATER METER, WATERMAIN
<br /> CANT CANTILEVER RO ROUGH OPENING WMVD WEST MARINE VIEW DRIVE
<br /> CAP CAPACITY FD FLOOR DRAIN M MEfER RR RAILROAD WP WORK POINT `
<br /> CB CATCH BASIN FDN FOUNDATION MATL MATERIAL RT RIGHT WT WEIGHT
<br /> C/C CENTER—TO—CENTER FEMA FEDERA� EMERGENCY MANAGEMENT AGENCY MAX MAXIMUM RTN RETURN WV WATER VALVE
<br /> CDF CONTROL DENSITY FILL FF FAR FACE, FINISH FLOOR MB MAILBOX, MACHINE BOLT R/W RIGHT OF WAY WWF WELDED WIRE FABRIC
<br /> CF CUBIC FEET, COLD—FORMED FL FLANGE JOINT ME MATCH EXISTING
<br /> CG CURB & GUTTER FLG FLANGE MECH MECHANICAL S SOUTH, SLOPE YD YARD DRAIN
<br /> COE CITY OF EVEREIT FG FINISH GRADE MF MOMENT FRAME SB SOIL BORING
<br /> COG CENTER OF GRAVITY FH FIRE HYDRANT MFR(S) MANUFACTURER(S) SC SLIP CRITtCAL
<br /> CI CAST IRON FIG FIGURE MH MANHOLE SCHED SCHEDULE
<br /> CICL CAST IRON CONCREfE LINED FIN FINISH, FINISHED MHW MEAN HIGH WATER SD STORM DRAIN
<br /> CIP CAST IN PLACE FLR FLOOR MHHW MEAN HIGHER HIGH WATER SDMH STORM DRAIN MANHOLE
<br /> CJ CONTROL JOINT, CONSTRUCTION JOINT FM FORCE MAIN MIC MONUMENT IN CASE SE SPOT ELEVATION, SOUTHEAST
<br /> CJP, CP COMPLETE JOINT PENETRATION FNC FENCE MIN MINIMUM SECT SECTION
<br /> CLF CHAIN LINK FENCE FOC FACE OF CURB MISC MISCELLANEOUS SERV SERVICE
<br /> CLG CEILING FOW FACE OF WALL MJ MECHANICAL JOINT SF SQUARE FEET
<br /> CLR CLEAR(ANCE) FS FAR SIDE MLW MEAN LOW WATER SHLDR SHOULDER
<br /> � CMP CORRUGATED METAL PIPE` �f FEET/FOOT MLLW MEAN LOWER LOW WATER SHT SHEET
<br /> CMU CONC MASONRY UNIT F7G FOOTING M/L MONUMENT LINE SIM SIMILAR `
<br /> '�� CN1Y COUNTY MPH MILES PER HOUR SJI STEEL JOIST INSTITUTE
<br /> � CO CLEAN OUT G GAS LINE MON MONUMENT S/L SURVEY LINE
<br /> COL COLUMN GA GAUGE MTL METAL SOG StAB ON GRADE
<br /> � COM COMMON GAL GALLON MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SPC SPA�E(EDj(ING)
<br /> � CONC CONCRETE GALV GALVANIZED SPEC(S) SPECIFICATION(s)
<br /> � CONN CONNECT, CONNECTION GB GRADE BREAK N NORTH SQ SQUARE
<br /> � CONST CONSTRUCT, CONSTRUCTION GE GRATE ELEVATION NE NORTHEAST SS SANITARY SEWER, STAINLESS STEEL
<br /> � CONT CONTiNUED, CONTINUOUS GEN GENERAL NEG NEGATIVE SSH SHORT SLOTfED HOLE
<br /> �, CONTR CONTRACTOR GM GAS METER NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC SSMH SANITARY SEWER MANHOLE
<br /> o COORD COORDINATE GL GUTfER LINE NF NEAR FACE ST STREEf
<br /> � CP COMPLETE PENEfRATION � GL, GLULAM GLUED LAMINATED MEMBER NIC NOT IN CONTRACT STA STATION ��-��S APPROVED
<br /> o°_ CRSI CONCRETE REINFORCED STEEL INSTITUTE GR GUARD RAIL NOM NOMINAL STAG STAGGER, STAGGERED
<br /> CSTC CRUSHED SURFACING TOP COURSE GRD GRADE No. NUMBER STD STANDARD
<br /> m CTR CENTER, CENTERED GRND GROUND NS NEAR SIDE, NONSHRINK STIFF STIFFENER pue� s�RvicEv pAr�
<br /> / CU CUBIC GV GAS VALVE N—S NORTH—SOUTH STIR STIRRUP
<br /> o CULV CULVERT GWB GYPSUM WALL BOARD NTS NOT TO SCALE STPS STEPS EROSION PUBI.IC WORKB
<br /> ORAIIVA�iE DEPARTMENT
<br /> f=- CY CUBIC YARD NW NORTHWEST STL STEEL CITY ENGINEER �p STARTING AMY CONSTRUCTIQN ON TH
<br /> A PU9LtC YYORKS PERMI7 !S RE
<br /> SUPP SUPPORT PROJECT. APPROVi4L FOR TNIS PROIECT S
<br /> � CYL CYLINDER STRUC STRUCTURAI. QUIREDPR{OR
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<br /> c~n SW SOUTHWEST, SNEAR WALL, SOUTHWEST coNotTtoNa� PER CURRENT STAr�pARD3
<br /> � S�W SIDEWALK AND EXPlRES._,�,_,�UNIESS PERM(T
<br /> j SYM SYMMEfRICAL, SYMBOL
<br /> FOR CONSTRUCTiON HAS BEEN ISSUED
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<br /> 0
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<br /> L
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<br /> ' EARLY ROADWAY AND UTILITIES BID PACKAGE 13 ADJUST SCALES ACCORDINGLY.
<br /> N
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<br /> � �± PROJECT ENGINEER: SCALE: P O R T C) F E V E R E T T DWG. NO.
<br /> � � ' ' � � ' � $/2s/os e�� PACKAGE 13 - BID s� �:��o wK Y,o H. KUYPER AS NOTED 1 .
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<br /> N O� D '��` Nco DESIGNED BY: DATE:
<br /> � s/$�o$ EARLY ROADWAY 8c UTILITIES ��P � � � NORTH MARINA REDEVELOPMENT
<br /> . BID PACKAGE 13 - REVIEW � �� D. YE AUGUST 4, 2006 CIP N0.
<br /> 0 72$ 134th Street SW � Su�te 200 � Q DRAWN BY: CHECKED BY: INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> � � A 3 16 07 CONFORMED SET ADDENDA 1-4 9 � � 6 � �,o `� PROJECT
<br /> � Everett. Washin ton 98204 � / / , �,�'F�,FG/ST�R G��►� �. OLSEN H. KUYPER G E N E R A L A B B R E V I AT I 0 N S No. — —2005-06
<br /> N P.O. BOX 538 p� 8/4/06 PERMIT APPROVAL/CONSTRUCTION �, S�ONAL tiN
<br /> EVERETT, WA 98206 _ APPROVED BY: P D N M
<br /> � Ph. 425 741 380Q �����
<br /> o (425) 259-3164 N0. DATE BY REVISION N0. DATE BY REVISION � � SHEET N0. q- OF 83
<br /> JOB No. 21-07—OQ4
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