1210 W MARINE VIEW DR 2018-05-22

ABBREVIATIONS AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY OFFICIALS d PENNYWEIGHT (NAILS� H HEIGHT OC ON CENTER T/ TOP OF AB ANCHOR BOL7 DB DNIDER BEAM OR DRAIN BASIN HDCP HANDICAP DD OUTSIDE DIAMEfER T&8 TOP AND BDTTOM ABAND ABANDONED DBA DEFORMED BAR ANCHOR HDG HOT DIPPED GALV OE OVERHEAD ELECTRIC T&G TONGUE AND GROOVE ABUT ABUTMENT DB� DOUBLE HDPE HIGH DENSIiY POLYE7HYLENE OHW ORDINARY HIGH WATER TB THRUST BLOCK AC ASPHALT CONCRETE DDCV DOUBLE DETECTOR CHECK VAVLE HF HEM—FIR OF OUTSIDE FACE TAN 1ANGENT ACI AMERICAN CONCRETE WS7ITUTE DEMO DEMOLISH, DEMOLITIDN HGR HANGER OPNG OPENING T&B TOP & BOTTOM ADDL ADDITIONAL DEG �EGREE HK NOOK OPP OPPOSITE TBN TEMPORARY BENCH MARK ADJ ADJUST, ADJACENT DET DETAIL HMA HO? MIX ASPHALT OSH OVERSIZED HOLE TD TRENCH DRAIN AFF ABOVE FINISHED FLOOR DF DOUGLAS FIR HORIZ HORIZONTAL OT OVERHEAD TELEPHONE TEL TELEPHONE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DFL DOUGLAS FIR—LARCH HP HIGH POINT OWJ OPEN WEB JOIST TEMP 1EMPORARY, TEMPERATURE AISI AMERICAN IRON AND STEEL INSTITUTE DI DUCTILE IRON HSB HIGH STRENGTH BOLT THK THICK, THICKNESS ALIGN ALIGNMENT DIP DUCTILE IRON PIPE HSE HOUSE P POLE, POWER THRU 7HROUGH ALUM ALUMINUM DIA DIAMETER HSS HOLLOW STRUCTURAL SECTION PAR PARALLEL TMH TELEPHONE MANHOLE ALT ALTERNAIE DIAG DIAGONAL HT HEIGHT PC PRECAST, PIECE, PO WT OF CURVATURE TOA TOP OF ASPHALT ANCH ANCHOR DIAPH DIAPHRAGM PCF POUNDS PER CUBIC F00T TOC TOP OF CURB OR TOP OF CONCRE7E AP ANGLE POWT DICA DRILLED—IN CONCREiE ANCHOR IBC INTERNATIONAL BUILDING CODE PEN PENEiRATION TOE CONCAVE SLOPE BREAK APA AMERICAN PLYWOOD ASSOCIATION DIM DIMENSION ID INSIDE DIAMETER PED PEDESTRIAN TOF TOP OF FOOTING APPROX APPROXIMATE DL DEAD LOAD IE INVERT ELEVATION PERP PERPENDICULAR TOP CONVEX SLOPE BREAK APWA AMERICAN PUBLIC WORKS ASSOCIATION DN DOWN IF INSIDE FACE PI POWT OF WTERSECTION TOPO TOPOGRAPHY AR ANCHOR ROD DO DITTO IJ ISOLATION JOINT PJP, PP PARTIAL JOINT PENETRATION TOS TOP OF STEEL ARCH ARCHITECT, ARCHITECTURAL DP DEEP IN INCH/INCHES PLCS PLACES TOT TOTAL ARV AIR RELIEF VALVE DS DOWN SPOUT INCL INCWDE PLF POUNDS PER LWEAR FOOT TOW TOP OF WALL ASCE AMERICAN SOCIEN OF CIVIL ENGINEERS D/W DRNEWAY MFO WFORMATION PLWD PLYWOOD TP TEST PIT ASPH ASPHALT DWG(S) DRAWING(S) INST WSiALL PNL PANEL TRAN TRANSITION ASTM AMERICAN SOCIEfY FOR TESTING AND MATERIALS DWL DOWEL INSUL INSULATION POC POINT OF CONNECTION TRANSV TRANSVERSE ASSY ASSEMBLY INT INTERIOR, INTERMEDIATE PREFAB PREFABRICATED TR TELEPHONE RISER, THREADED ROD AVE AVENUE E EAST INV INVERT PRV PRESSURE REDUCING VALVE TUN TUNNEL AVG AVERAGE EA EACH IP IRDN PIPE PS PRESTRESS N TELEVISION AWS AMERICAN WELDING SOCIEfI' EE EACH END PSF POUNDS PER SQUARE FOOT TWS THREADED WELDED STUD EF EACH FACE JB JUNCTION BOX PSI POUNDS PER SOUARE INCH TWST TWISTED B/ BOTTOM OF EHW EXTREME HIGH WATER JST JOIST PSS PRESSURE SANITARY SEWER TYP TYPICAL BAL BALANCE EJ EXPANSION JOINT JT JOINT PT POIN7 OF TANGENCY, POWT, PRESSURE TREATED BF BR4CED FRAME EL, ELEV ELEVATION, ELEVATOR PUD PUBLIC UTILITY DISTRICT �J1 OF SNOHOMISH CNN UBC UNIFORM BUILDING CODE BGS BENEATH GROUND SURFACE ELB ELBOW K KIP (1,000 LB) PSl PARALLEL STR4ND LUMBER UHMW ULTRA HIGH MOLECULAR WEIGHT BLDG BUILDING ELEC ELECTRICAL KSF KIPS PER SQUARE F00T P—T POST—TENSIONED UG UNDERGROUND BLKG BLOCK, BLOCKING EMB EMBANKMENT KSI KIPS PER SQUARE INCH PVC POLYVINYL CHLORIDE UNO UNLESS NOTED OTHERWISE BLVD BOULEVARD EMBED EMBEDMENT PVI POIN7 OF VERTICAL WFLECTION UP UTILIN POLE BOC BACK OF CURB ENGR ENGWEER L LENGTH, ANGLE PVMT PAVEMENT UPA UTILIiY POLE ANCHOR BOW BACK OF WALK EOA EDGE OF ASPHALT LB FOOT POUNDS P�L PROPER�iY LWE UTIL UTILIiY BOL BOLLARD EOC EDGE OF CONCREfE LBS POUNDS BM BEAM, BENCH MARK EOD EDGE OF DIRT LEV LEVEL QTY QUANTIiY V VALVE BNSF BURLINGTON NDRTHERN SANTA FE EOG EDGE OF GRAVEL LF LINEAL F001/FEET VAR VARIES BSMT BASEMENT EP EDGE OF PAVEMENT LL LIVE LOAD R, RAD RADIUS VERT VERTICAL BOT BOTTOM EQ E�UAL, EARTHQUAKE LLBB LONG LEGS BACK TO BACK RC REINF CONC VLT VAULT BRDG BRIDGE EQUIP EQUIPMENT LLH LONG LEG HORIZONTAL RD ROOF DRAIN BRG BEARING ER ELECTRICAL RISER LLV LONG LEG VERTICAL REF REFERENCE W WIDTH, WATER LWE, WEST, WIDE FLANGE BRK BREAK ES EACH SIDE LOC LOCATION, LOCATE REWF REINFORCE(D)(MENT)(ING) W/ WITH B7WN BETWEEN EfC ETCETERA LONGIT LONGITUDINAL REM REMAINDER W/0 WITHOUT BU BUILT—UP EW EACH WAY LP LOW POMT REQD REQUIRED WD WOOD (EN) BVC BEGIN VERTICAL CURVE EXC EXCAVATION LSH LONG SLOTTED HOLE REf RETAINING WHS WELDED HEADED STUD EXIST EXISTING LSL LAMINATED STRAND LUMBER RETW RETAINING WALL WHSE WAREHOUSE C CAMBER, CHANNEL EXP EXPANSION LT LEFT RMC RIGID METAL CD WL BUTT FUSION WELD CAL CALIPER EXT EXTERIOR, EXTENSION, EXTRUDED LUMIN LUMINAIRE RND ROUND WM WATER METER, WATERMAIN CANT CANTILEVER EVC ENO VERTICAL CURVE LVL LAMINATED VENEER LUMBER RO ROUGH OPENING WP WORK POINT EVf EVERETT RR RAILROAD WT WEIGHT 3 CBP CATCHIBASW E—W EAST—WEST M METER RT RIGHT NN WATER VALVE � C81 CATCH BASIN NPE 1 MATL MATERIAL RTN RETURN WWF WELDED WIRE FABRIC C82 CATCH BASIN iYPE 2 FD FLOOR DR41N MAX MAXIMUM R/W RIGHT OF WAY YD YARD DRAIN � CC CENTER—TO—CENTER FDN FOl1NDATION MB �dAILBOX, MACHWE BOLT CDF CONTROL DENSIN FILL FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY MECH MECHANICAL S SOUTH, SLOPE o CF CUBIC FEET, COLD—FORMED FF FAR FACE, FINISH FLOOR MF MOMENT FRAME SB SOIL BORING '� CG CURB & GUTTER FL FLANGE MFR(S) MANUFACTURER(5) SC SLIP CRITICAL � COG CENTER OF GRAVIN FG FINISH GRADE MH MANHOLE SCHED SCHEDULE i° CI CAST IRON FH FIRE HYDRANT MHW MEAN HIGH WATER SD STORM DRAIN z CICL CAST IRON CONCRETE LWED FlG FIGURE MHHW MEAN HIGHER HIGH WATER SDMH STORM DRAIN MANHOLE � CIP CAST IN PLACE RN FINISH, FlNISHED MIC MONUMENT IN CASE SE SOUTHEAST � CJ CONTROL JOINT, CONSTRUCTION JOINT FLG FLANGE MIN MINIMUM SECT SECTION N CJP, CP COMPLETE JOWT PENETRATION FLR FLOOR MISC MISCELLANEOUS SERV SERVICE m FM FORCE MAIN MJ MECHANICAL JOINT SF SQUARE FEE7 � CLF CHAIN LINK FENCE � CLG CEILING FNC fENCE MLW MEAN LOW WATER SHLDR SHOULDER � CLR CLEAR(ANCE) FOC FACE OF CURB MLLW MEAN �OWER LOW WATER SHT SHEET � CMP CORRUGATED METAL PIPE FOW FACE OF WALL M/L MONUMENT LWE SIM SIMILAR � CMU CONC MASONRY UNIT FS FAR SIDE MPH MILES PER HOUR SJI STEEL JOIST INSTITUTE � CN71' COUNiY FT FEET/F00T MON MONUMENT S/L SURVEY LINE FTG F0071NG MTL MEfAL SOG SLAB ON GRADE � COE CI'.Y OF�EVEREfT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SPC SPACE(ED)(ING i COL CO�UMN � ) G GAS LWE SPEC S SPEGFICATION S) � COM COMMON GA GAUGE N NORTH Sq SQUARE � CONC CONCRETE GAL GALLON NE NORTHEAST SS SANITARY SEWER, STAINLESS STEEL N CONN CONNECT, CONNECTION GALV GALVANIZED NEG NEGATIVE SSH SHORT SLOTTED HOLE � CONST CONSTRUCT, CONSTRUCTION GB GRADE BREAK NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC SSMH SANITARY SEWER MANHOLE a CONT CONTINUED, CONTINOUS GE GRATE ELEVATION NF NEAR FACE ST STREET v�, CONTR CONTRACTOR GEN GENERAL NIC NOT W CON7RACT STA STATION � COORD COORDINATE GM GAS MErER NOM NOMINAL STAG STAGGER, STAGGERED � CP COMPLETE PENEfRATION GL, GLULAM GWED LAMINATED TIMBER MEMBER No. NUMBER STD STANDARD � CRSI CONCREfE REWFORCED STEEL INSTITUTE GR GUARD RAIL NS NEAR SIDE, NONSHRINK STIFF STIFFENER � GRD GRADE N—S NORTH—SOUTH STIR STIRRUP � CSBC CRUSHED SURFACING BASE COURSE GRND GROUND NTS NOT TO SCALE STPS STEPS CSTC CRUSHED SURFACING TOP COURSE GV GAS VALVE NW NORTHWEST STL STEEL i CTR CENTER, CENTERED o CU CUBIC GWB GYPSUM WALL BOARD STRUC STRUCTURAL CULV CULVERT SUPP SUPPORT o CW COLD WATER SW SOUTHWEST, SHEAR WALL � CY CUBIC YARD S/W SIDEWALK rc CYL CYLINDER SYM SYMMETRICAL, SYMBOL > w IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. � PHOJECt CNGINEER: SCALE � � PORT OF EVERETT °N'� N0 0 o PNC CN�wCCRS, �Nc S nCi RESPONS FCR Sn. 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