1500 W MARINE VIEW DR 2015 Plans 2022-12-02

ABBREVIATIONS EXISTING LE E � G ND SYMBOLS AASHTO AMERICAN ASSOCIATION OF DL DEAD LOAD L LENGTH, ANGLE SCHED SCHEDULE -+- SURVEY CONTROL POINT � TRASH CAN � PHASE, DIAMET�ER STATE HIGHWAY OFFICIALS DN DOWN LB FOOT POUNDS SD STORM DRAIN UTILITY LOCATE POTHOLE �B BOLLARD AB ANCHOR BOLT DP DEEP LBS POUNDS SDMH STORM DRAIN MANHOLE � 8c AND ABAND ABANDONED DS DOWN SPOUT LF LINEAL FOOT/FEET SE SPOT EL/ SOUTHEAST ❑ CATCH BASIN 0 MONITOR WELL ABUT ABUTMENT D/W DRIVEWAY LL LIVE LOAD SEC SECOND ' FEET, MINUTES ACI AMERICAN CONCREfE DWG(S) DRAWING(S) LONGIT LONGITUDINAL SECT SECTION � Q MANHOLE � DECIDUOUS TREE INSTITUTE DWL DOWEL LP LOW POINT SERV SERVICE " INCHES, SECONDS � ADDL ADDITIONAL LSH LONG SLOTfED HOLE SHLD SHIELDED o CO CLEANOUT C�- CONIFER TREE ADJ ADJUST, ADJACENT E EAST LT LEFT SHLDR SHOULDER Y`� ° DEGREE AISC AMERICAN INSTITUTE OF EA EACH LUMIN LUMINAIRE SHT SHEET 3X AREA LIGHT � SIGN STEEL CONSTRUCTION EF EACH FACE SIM SIMILAR LIGHT POLE C� AT ALIGN ALIGNMENT EHW EXTREME HIGH WATER M METER SL SPAN LENGTH, SECTION LINE �¢ P FLAGPOLE ALT ALTERNATE EJ EXPANSION JOINT MATL MATERIAL S/L SURVEY LINE OO POWER MANHOLE # NUMBER ANCH ANCHOR EL, ELEV ELEVATION MAX MAXIMUM SST STAINLESS STEEL EDGE OF ASPHALT AP ANGLE POINT ELB ELBOW MB MAILBOX SOG SLAB ON GRADE 0 ELECTRIC VAULT % APPROX APPROXIMATELY EMB EMBANKMENT MECH MECHANICAL SPC SPACE, SPACED, SPACING Q TELEPHONE MANHOLE W WATER LINE PERCENT APWA AMERICAN PUBLIC EMBED EMBEDMENT MFR(S) MANUFACTURER(S) SPEC(S) SPECIFICATION(S) s� STORM DRAIN LINE WORKS ASSOCIATION ENGR ENGINEER MH MANHOLE SQ SQUARE � JUNCTION BOX ARCN ARCHITECT, ARCHITECTURAL EOA EDGE OF ASPHALT MHW MEAN HIGH WATER SS SANITARY SEWER cw CHILLED WATER ARV AIR RELIEF VALVE EOC EDGE OF CONCREfE MHHW MEAN HIGHER HIGH WATER SSMH SANITARY SEWER MANHOLE SCVD4 SPRINKLER CONTROL VALVE ss SANITARY SEWER LINE e ASPH ASPHALT EOD EDGE OF DIRT MIC MONUMENT IN CASE ST STREET ASTM AMERICAN SOCIETY FOR EOG EDGE OF GRAVEL MIN MINIMUM STA STATION D4 WATER VALVE p BURIED POWER LINE TESTING AND MATERIALS EP EDGE OF PAVEMENT MISC MISCELLANEOUS STD STANDARD AVE AVENUE EQ EQUAL MJ MECHANICAL JOWT STIFF STIFFENER W[� WATER VAULT T BURIED TELEPHONE LINE AVG AVERAGE EQUIP EQUIPMENT MLW MEAN LOW WATER STIRR STIRRUP r1 FIRE HYDRANT Fo BURIED FIBER OPTIC LINE ETC ETCEfERA MLLW MEAN LOWER LOW WATER STPS STEPS B BLACK EW EACH WAY M/L MONUMENT LINE STL STEEL � WATER MEfER � =DATA SCALED FROM RECORD DRAWINGS E� BASELINE EXC EXCAVATION MON MONUMENT STRUC STRUCTURAL BL BLUE EXIST EXISTING MUTCD MANUAL ON UNIFORM TR SUPP SUPPORT QW WATER MANHOLE BLDG BUILDING EXP EXPANSION CONTROL DEVICES S/W SIDEWALK BLK BLOCK, BLOCKING EXT EXTERIOR, EXTENSION SYM SYMMETRICAL, SYMBOL BLVD BOULEVARD EXTRUDED N NORTH BM BEAM, BENCH MARK EVT EVERETT NEG NEGATIVE TB THRUST BLOCK ', BNSF BURLWGTON NORTHERN SANTA FE NEMA NATIONAL ELECTRICAL TAN TANGENT BOC BACK OF CURB FDN FOUNDATION MANUFACTURERS ASSOC T&B TOP & BOTi'OM BOW BACK OF WALK FLG FLANGE NIC NOT IN CONTRACT TBM TEMPORARY BENCH MARK : BOL 80LLARD . FF FAR FACE, FINISH FLOOR NOM NOMINAL TD TRENCH DRAIN BOT BOTTOM FG FINISH GRADE NTS NOT TO SCALE TEL TELEPFIONE BRDG BRIDGE FH FIRE HYDRANT No. NUMBER TEMP TEMPORARY BRG BEARING FIG FIGURE THK THICK, THICKNESS BRK BREAK FIN FINISH, FINISHED OC ON CENTER THRU THROUGH BTWN BETWEEN FLR FLOOR OD OUTSIDE DIAMETER TMH TELEPHONE MANHOLE FM FORCE MAIN OHW ORDINARY HIGH WATER TOC TOP OF CURB C CAMBER, CHANNEL FNC FENCE OPNG OPENING TOE CONCAVE SLOPE BREAK CAL CALIPER FOC FACE OF CURB OPP OPPOSITE TOP CONVEX SLOPE BREAK ' CANT CANTILEVER FOW FACE OF WALL OT OVERHEAD TELEPHONE TOPO TOPOGRAPHY CB CATCH BASIN Ff FEET/FOOT TOT TOTAL C61 CATCH BASIN TYPE 1 FTG FOOTING P POLE, POWER TOW TOP OF WALL CB2 CATCH BASIN TYPE 2 PAR PARALLEL TP TEST PIT CF CUBIC FEET G GAS LINE PC RRECAST TRAN TRANSITION CG CURB & GUTfER GA GAUGE PCF POUNDS PER CUBIC FOOT TRANSV TRANSVERSE COG CENTER OF GRAVITY GAL GALLON PEN PENETRATION TR TELEPHONE RISER CI CAST 1RON GALV GALVANIZED PED PEDESTRIAN TUN TUNNEL CICL CAST IRON CONCRETE GB GRADE BREAK PERP PERPENDICULAR TV TELEVISION LINED GE GRATE ELEVATION PI POINT OF INTERSECTION TWST TWISTED CIP CAST IN PLACE GEN GENERAL PL, f� PLATE TYP TYPICAL CJ CONSTRUCTION JOINT GM GAS METER PLCS PLACES . CLF CHAIN LINK FENCE GR GUARD RAIL PNL PANEL UHMW ULTRA HIGH MOLECULAR WEIGHT ' CL, � CENTERLINE GRD GRADE POC POINT OF CONNECTION UG UNDERGROUND CLR CLEARANCE, CLEAR GRND GROUND PROP PROPERT`f UP UTILITY POLE CMP CORRUGATED METAL GV GAS VALVE PRV PRES REDUCING VALVE UPA UTILITY POLE ANCHOR PIPE PS PRESTRESS UTIL UTILITY CMU CONC MASONRY UNIT H HEIGHT PSF POUNDS PER SQUARE FOOT CNTY COUNTY HDCP HANDICAP PSI POUNDS PER SQUARE INCH V VALVE CO CLEAN OUT HDG HOT DIPPED GALV PT POINT OF TANGENT VAR VARIES COL COLUMN HK HOOK PUD PUBLIC UTILITY DISTRICT VERT VERTICAL COM COMMON HORIZ HORIZONTAL #1 OF SNOHOMISH CNTY VLT VAULT CONC CONCRETE HP HIGH POINT PVC POLYVINYL CHLORIDE CONN CONNECT, CONNECTION HSE HOUSE PVMT PAVEMENT W WIDTH, WATER LINE CONST CONSTRUCT, CONSTRU�TION HSS HOLLOW STRUCTURAL SECTION P/C PRECAST W/ WITH ► CONT CONTINUED/CONTiNOUS HT HEIGHT P/L PROPERTY LINE WD WOOD CONTAINER HWY HIGHWAY P/S PRESTRESSED WHSE WAREHOUSE � CONTR CONTRACTOR P/T POST—TENSIONED WM WATER METER, WATERMAIN COORD COORDINATE ID INSIDE DIAMETER WP WORK POINT CSBC CRUSHED SURFACING �3ASE COURSE IE INVERT ELEVATION Q QUADRUPOLE WT WEIGHT CTR CENTER, CENTERED IF INSIDE FACE QTY QUANTITY WV WATER VALVE CU CUBIC IJ ISOLATION JOINT WWF WELDED WIRE FABRIC CULV CULVERT IN INCH/INCHES R RADIUS CY CUBIC YARD INCL INCLUDE RC REINF CONC YD YARD DRAIN CYL CYLINDER INFO INFORMATION RD ROOF DRAIN INST INSTALL, INSTRUMENT REF REFERENCE DBL DOUBLE INSUL INSULATION REINF REINFORCE(D)(MENT)(ING) � � N DDCV DOUBLE DEfECTOR INT INTERIOR, INTERMEDIATE REQD REQUIRED � CHECK VAVLE INV INVERT RET RETAINING o DEMO DEMOLISH, DEMOLITION IP IRON PIPE RETW REfAINiNG WALL DEG DEGREE RMC RIGID METAL CD " DET DEfAIL JB JUNCTION BOX RR RAILROAD � DI DUCTILE IRON JT(S) JOINT(S} RT RIGHT � W DIA DIAMECER � R/W RIGHT OF WAY o DIAG DIAGONAL K KIP (1,000 LB) = DIAPH DIAPHRAGM KSF KIPS PER SQUARE FOOT S SOUTH, SLOPE � m DICA Dt�ILLED—IN CONCRETE KSI KIPS PER SQUARE WCH SB SOIL BORING Q ANCHOR �� � DIM DIMENSION NOTE: I----�--� Q � IF "L" DOES NOT MEASURE 1 " � � ADJUST SCA�ES ACCORDINGLY J Q � H Z o PRo�EcSEKIINSELLA scA�E�NO SCALE PORT OF EVERETT DWG. NO. a O� M. ,k' � or o . . . , �� o�`�A� G1 . 1 N °ES'�"E°BY: °ATE: CENTRAL MARINA IMPROVEMENTS PHASE 2 - I DOCK " �� ` � } J. SEIPEL APRIL 28, 2015 ' CIP No. 2-0-023-03 � 728134thStreetSW Suite200 '.A. ,��z 'c o�,WNBY: �HE�KEOBY: BULKHEAD SEGMENT C, AND PACIFIC RIM PLAZA PLATFORM 2-0-02�-02 2-0-045-01 � F Everett, Washington 98204 ,,, � Ph:425 741-3800 � G�TER ��w� D. OLSEN S. KINSELLA A� g R E V I AT I 0 N S A N D L E G E N D PROJECT � �� MR-CM-2015-01 � Q 4/2 8/1 5 S M K I S S U E D F O R B I D 8� C O N S T R U C T I O N S S IONAL E r G A P P R O V E D B Y: N O. ¢ EVERETT, WA 98206 � � Z Ph:425-259-3164 e ; g NO. DATE BY REVISION . � SNEET NO. 2 OF 63 l�_— �