1001 14TH ST 2024-03-01 - Laserfiche WebLink

ABBREVIATIONS AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY OFFICIALS d PENNYWEIGHT (NAILS) H HEIGHT OC ON CENTER T/ TOP OF AB ANCHOR BOLT DB DIVIDER BEAM OR DRAIN BASIN HDCP HANDICAP OD OUTSIDE DIAMETER T&B TOP AND BOTTOM ABAND ABANDONED DBA DEFORMED BAR ANCHOR HDG HOT DIPPED GALV OF OVERHEAD ELECTRIC T&G TONGUE AND GROOVE ABUT ABUTMENT DBL DOUBLE HDPE HIGH DENSITY POLYETHYLENE OHW ORDINARY HIGH WATER TB THRUST BLOCK AC ASPHALT CONCRETE DDCV DOUBLE DETECTOR CHECK VAVVE HE HEM —FIR OF OUTSIDE FACE TAN TANGENT ACI AMERICAN CONCRETE INSTITUTE DEMO DEMOLISH, DEMOLITION HGR HANGER OPNG OPENING T&B TOP & BOTTOM ADDL ADDITIONAL DEG DEGREE HK HOOK OPP OPPOSITE TBM TEMPORARY BENCH MARK ADJ ADJUST, ADJACENT DEL DETAIL HMA HOT MIX ASPHALT OSH OVERSIZED HOLE TD TRENCH DRAIN ALL ABOVE FINISHED FLOOR DF DOUGLAS FIR HORIZ HORIZONTAL OT OVERHEAD TELEPHONE TEL TELEPHONE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DEL DOUGLAS FIR —LARCH HP HIGH POINT OWJ OPEN WEB JOIST TEMP TEMPORARY, 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 THROUGH ALUM ALUMINUM DIA DIAMETER HSS HOLLOW STRUCTURAL SECTION PAR PARALLEL TMH TELEPHONE MANHOLE ALT ALTERNATE DIAG DIAGONAL HT HEIGHT PC PRECAST, PIECE, POINT OF CURVATURE TOA TOP OF ASPHALT ANCH ANCHOR DIAPH DIAPHRAGM POE POUNDS PER CUBIC FOOT TOG TOP OF CURB OR TOP OF CONCRETE AP ANGLE POINT DICA DRILLED —IN CONCRETE ANCHOR IBC INTERNATIONAL BUILDING CODE PEN PENETRATION TOE CONCAVE SLOPE BREAK APA AMERICAN PLYWOOD ASSOCIATION DIM DIMENSION ID INSIDE DIAMETER PIED PEDESTRIAN TOE TOP OF FOOTING APPROX APPROXIMATE DL DEAD LOAD IE INVERT ELEVATION PERP PERPENDICULAR TOG TOP OF GRAVEL APWA AMERICAN PUBLIC WORKS ASSOCIATION DN DOWN IF INSIDE FACE PI POINT OF INTERSECTION TOP CONVEX SLOPE BREAK AR ANCHOR ROD DO DITTO IJ ISOLATION JOINT PJP, PP PARTIAL JOINT PENETRATION TOPO TOPOGRAPHY ARCH ARCHITECT, ARCHITECTURAL DP DEEP IN INCH/INCHES PLCS PLACES TOS TOP OF STEEL ARV AIR RELIEF VALVE DS DOWN SPOUT INCL INCLUDE PLF POUNDS PER LINEAR FOOT TOT TOTAL ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS D/W DRIVEWAY INFO INFORMATION PLWD PLYWOOD TOW TOP OF WALL ASPH ASPHALT DWG(S) DRAWING(S) INST INSTALL PNL PANEL TP TEST PIT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS DAL DOWEL INSUL INSULATION POB POINT OF BEGINNING TRAIN TRANSITION ASSY ASSEMBLY INT INTERIOR, INTERMEDIATE POC POINT OF CONNECTION TRANSV TRANSVERSE AVE AVENUE E EAST INV INVERT PREFAB PREFABRICATED TR TELEPHONE RISER, THREADED ROD AVG AVERAGE EA EACH IP IRON PIPE PROP PROPOSED TUN TUNNEL AWS AMERICAN WELDING SOCIETY EE EACH END PRV PRESSURE REDUCING VALVE TV TELEVISION EF EACH FACE JB JUNCTION BOX PS PRESTRESS TWS THREADED WELDED STUD B/ BOTTOM OF EHW EXTREME HIGH WATER JST JOIST PSF POUNDS PER SQUARE FOOT TWST TWISTED BAL BALANCE EJ EXPANSION JOINT JT JOINT PSO PUGET SOUND QUTFALL TYP TYPICAL BF BRACED FRAME EL, FLEV ELEVATION, ELEVATOR PSI POUNDS PER SQUARE INCH BGS BENEATH GROUND SURFACE FILE ELBOW K KIP (1,000 LB) PSS PRESSURE SANITARY SEWER UBC UNIFORM BUILDING CODE BLDG BUILDING ELEC ELECTRICAL KSF KIPS PER SQUARE FOOT PT POINT OF TANGENCY, POINT, PRESSURE TREATED UHMW ULTRA HIGH MOLECULAR WEIGHT BLKG BLOCK, BLOCKING EVE EMBANKMENT KSI KIPS PER SQUARE INCH PUD PUBLIC UTILITY DISTRICT #1 OF SNOHOMISH CNTY UG UNDERGROUND BLVD BOULEVARD EMBED EMBEDMENT PSL PARALLEL STRAND LUMBER LINO UNLESS NOTED OTHERWISE BOC BACK OF CURB ENGR ENGINEER L LENGTH, ANGLE P—T POST —TENSIONED UP UTILITY POLE BOW BACK OF WALK EGA EDGE OF ASPHALT LB FOOT POUNDS PVC POLYVINYL CHLORIDE LEA UTILITY POLE ANCHOR BOL BOLLARD EOC EDGE OF CONCRETE LBS POUNDS PVI POINT OF VERTICAL INFLECTION UTIL UTILITY BM BEAM, BENCH MARK EOD EDGE OF DIRT LEV LEVEL PVMT PAVEMENT BNSF BURLINGTON NORTHERN SANTA FE EOG EDGE OF GRAVEL LF LINEAL FOOT/FEET P/L PROPERTY LINE V VALVE BSMT BASEMENT EP EDGE OF PAVEMENT LIT LIVE LOAD VAR VARIES ROT BOTTOM EQ EQUAL, EARTHQUAKE LLBB LONG LEGS BACK TO BACK QTY QUANTITY VERT VERTICAL BRDG BRIDGE EQUIP EQUIPMENT LLH LONG LEG HORIZONTAL VLT VAULT BRG BEARING ER ELECTRICAL RISER LLV LONG LEG VERTICAL R, PAID RADIUS BRK BREAK ES EACH SIDE LOC LOCATION, LOCATE RC REINF GONG W WIDTH, WATER LINE, WEST, WIDE FLANGE BTWN BETWEEN ETC ETCETERA LONGIT LONGITUDINAL RD ROOF DRAIN W/ WITH o BU BUILT—UP EW EACH WAY LP LOW POINT NET REFERENCE W/O WITHOUT Mo BVC BEGIN VERTICAL CURVE EXC EXCAVATION LSH LONG SLOTTED HOLE REINF REINFORCE(D)(MENT)(ING) WD WOOD (EN) EXIST EXISTING LSL LAMINATED STRAND LUMBER REM REMAINDER WHS WELDED HEADED STUD C CAMBER, CHANNEL EXP EXPANSION LT LEFT REOD REQUIRED WHSE WAREHOUSE � CAL CALIPER EXT EXTERIOR, EXTENSION, EXTRUDED LUMIN LUMINAIRE PET RETAINING WL BUTT FUSION WELD CANT CANTILEVER EVC END VERTICAL CURVE LVL LAMINATED VENEER LUMBER RETW RETAINING WALL WM WATER METER, WATERMAIN LO CAP CAPACITY EVT EVERETT RMC RIGID METAL CD WP WORK POINT CB CATCH BASIN E—W EAST —WEST M METER RIND ROUND WT WEIGHT CB1 CATCH BASIN TYPE 1 MALL MATERIAL RO ROUGH OPENING WV WATER VALVE CB2 CATCH BASIN TYPE 2 FD FLOOR DRAIN MAX MAXIMUM RR RAILROAD WWF WELDED WIRE FABRIC a CC CENTER —TO —CENTER FDN FOUNDATION ME MAILBOX, MACHINE BOLT RT RIGHT YD YARD DRAIN o CDT CONTROL DENSITY FILL FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY MECH MECHANICAL RTN RETURN OF CUBIC FEET, COLD —FORMED FF FAR FACE, FINISH FLOOR ME MOMENT FRAME R/W RIGHT OF WAY CG CURB & GUTTER FL FLANGE/FLOW LINE MFR(S) MANUFACTURER(S) 00 COG CENTER OF GRAVITY FG FINISH GRADE MH MANHOLE S SOUTH, SLOPE CI CAST IRON FH FIRE HYDRANT MHW MEAN HIGH WATER SB SOIL BORING CICL CAST IRON CONCRETE LINED FIG FIGURE MHHW MEAN HIGHER HIGH WATER SC SLIP CRITICAL w CIE CAST IN PLACE FIN FINISH, FINISHED MIC MONUMENT IN CASE SCHED SCHEDULE a CJ CONTROL JOINT, CONSTRUCTION JOINT FLO FLANGE MIN MINIMUM SD STORM DRAIN = CJP, CP COMPLETE JOINT PENETRATION FLR FLOOR MISC MISCELLANEOUS SDMH STORM DRAIN MANHOLE % OLE CHAIN LINK FENCE FM FORCE MAIN MJ MECHANICAL JOINT SE SOUTHEAST o CLG CEILING LNG FENCE MLW MEAN LOW WATER SECT SECTION a CLR CLEAR(ANCE) FOC FACE OF CURB MLLW MEAN LOWER LOW WATER SERV SERVICE x CMP CORRUGATED METAL PIPE FOW FACE OF WALL M/L MONUMENT LINE SF SQUARE FEET a CMU CONC MASONRY UNIT FS FAR SIDE MPH MILES PER HOUR SHLDR SHOULDER 0 CNTY COUNTY FT FEET/FOOT MON MONUMENT SHT SHEET CO CLEAN OUT FTG FOOTING MTL METAL SIM SIMILAR = COE CITY OF EVERETT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SJI STEEL JOIST INSTITUTE COL COLUMN G GAS LINE S/L SURVEY LINE COM COMMON GA GAUGE N NORTH SOO SLAB ON GRADE CONIC CONCRETE GAL GALLON HE NORTHEAST SPC SPACE(ED)(ING) CONN CONNECT, CONNECTION GALV GALVANIZED NEG NEGATIVE SPEC(S) SPECIFICATION(S) CONST CONSTRUCT, CONSTRUCTION GB GRADE BREAK NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC SQ SQUARE CONT CONTINUED, CONTINOUS GE GRATE ELEVATION NF NEAR FACE SS SANITARY SEWER, STAINLESS STEEL CONTR CONTRACTOR GEN GENERAL NIC NOT IN CONTRACT SSH SHORT SLOTTED HOLE r COORD COORDINATE GM GAS METER NOM NOMINAL SSMH SANITARY SEWER MANHOLE CP COMPLETE PENETRATION OIL, GLULAM GLUED LAMINATED TIMBER MEMBER No. NUMBER ST STREET CPEP CORRUGATED POLYETHYLENE PIPE GR GUARD RAIL INS NEAR SIDE, NONSHRINK STA STATION OPP CORRUGATED PLASTIC PIPE GIRD GRADE N—S NORTH —SOUTH STAG STAGGER, STAGGERED w CRSI CONCRETE REINFORCED STEEL INSTITUTE GRIND GROUND NTS NOT TO SCALE STD STANDARD o CSBC CRUSHED SURFACING BASE COURSE GV GAS VALVE NW NORTHWEST STIFF STIFFENER — CSTC CRUSHED SURFACING TOP COURSE GWB GYPSUM WALL BOARD STIR STIRRUP o CTR CENTER, CENTERED STPS STEPS a Cu CUBIC STL STEEL I CULV CULVERT STRUC STRUCTURAL ro CW COLD WATER SUPP SUPPORT S CY CUBIC YARD SW SOUTHWEST, SHEAR WALL CYL CYLINDER S/W SIDEWALK SYM SYMMETRICAL, SYMBOL j o IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. RECORD DRAWINGS a PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N0. YPND ENGINEERS, INC. Is NOT RESPONSIBLE FOR SAFETY J. KEISER NOTED G1.03 ^ PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE DESIGNED BY: C. WIEST DATE: JULY 2022 MILLWRIGHT LOOP ROADS z /j w Port OJ 32ao >:"slake A�er,�e is ® ® © CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, CIP NO. 6-8-008-01 EVERETT Seance, wast,L,gvm 98102 p: 206.624.1387 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY PHASE q 1 DRAWN BY CHECKED BY PROJECT ENGINEERS, INC. w pndengjneecs.com 1 2 7r/3 JBK RECORD DRAWINGS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN C. CASTONA P.O. BOX APPRAL FROM PIND. DRAWINGS ARE ALSAO TO E USED GENERAL ABBREVIATIONS N0. PD-WP-2022-07 APPROVED BY: EVERETT, WA 98206 00 7/27/22 JBK ISSUED FOR BID IN ANOYVMANNEER THAT WOULD CONSTITUTE DEOTRIMENTT n (426) 269-3-3164 DIRECTLY OR INDIRECTLY TO PND. N0. DATE BY VISION SHEET NO. 4 OF 48