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<br /> � � kASHTO AMERICAN 0.5SOCIATION OF SfATE HtGHWkY OFF�CIALS d � PENNYWpGFfl'(NA({,S) � H HEIGHT � OC ON CENPER � T/ �TOP OF .
<br /> � AB ANCHOR BOLT . DB 6NfDER BEAA4 � HDCP� HAIdDICAP � � OD OU£SIDE 61AMEfER T&B� TOP AND 60TfOM �
<br /> . � � ABAND ABANDONED DBA DEFORAAFA BAR ANCHOR NDG � HOT OiPPED GALV . OHW ORDINARY HIGH WATER T&G � .TONGUE AN6 GROOVE �
<br /> . A�� ��� � DBC DOUBLE � .HDPE NIGN DENSCIY POLYEMriENE OF � OUTSIDE FACE 7B THRUST BLOCK � - �
<br /> AC ASPHALT CONCREfE DDCV � DOUBLE DECEGTOR���CHECK VAVLE � -� HF . HEM–FlR � � � OPNC,�� OPENING 7AN � TANGENT � � -
<br /> � ACI� AIAERICAN CONCREfE INSRTUTE DEMO DEMOUSFF,DEMO{1TION H6R� HANGER � - OPP OPPOSRE TBM � TEMpORqRY BENCIt MARK � � � �
<br /> � . . ADDL �ADDITIONAL � DEG � DEGREE� � HK � HOOK � � � OSH � OVERSIZED HOLE Tp 7REWCH DRNN
<br /> ADA AMERlCAN WlTH DISAB{UiY ACT DET DETAIL HMA H07 MtX@ ASFHALT OT OVERHfAD TECEPHONE TEL TELEPHONE -
<br /> . AQJ ADJUSf,ADJACENT .� - DE DOUGUS FlR .� HQRIZ HORtZONTAL � � OWJ OPEN�WFB JOIST TEMP � TEMPORARY.TElAPER4NRE . �
<br /> AFF ABQVE FlNISHED FL04R DFL � DOUCLAS FlR–CARCIt � � Hp HIGH POIN'f � � TIiK 7MtCK,THICKNESS �
<br /> . AHD AHEAD ' � � 61 DUC17lE IRON HRS HOURS� P � � POLE, POWER THRII TF}ROU6H� � �
<br /> � AISC AA4E(21CAN INSTITUTE OF SiEEL CONSfRUCT16N. DIA DfAMETER � . HSB � HI6H SiftENGFH BOLT PAR PARALI,EL TMH TELEPHONE MANHOLE � �
<br /> . AI51 AMERICAN IRON AND 5fEF1 INSSITUTE . DIAG DWGOMAC HSE���� HOUSE � PC PRECASC, PIECE, POIFlT OF CURVATURE TOC TOP OF CURB
<br /> � AUGN � AUGNMINf DIAPH DIAPHRAGM � . HSS HOLLOW STf2UCTURAL�SECTtON � PCF POUNDS PER CUBIC FOOT TOE � COPlCAVE SLOPE BREAK"
<br /> ALUAQ ALUMINUAI DICA DPolLfD–IN CONCREfE ANCHOR HT HEIGHT PEN PENEfRAT10N TOF TOP OF FOO7ING
<br /> a-T ���� � DIM. � DIMENSION � � � PE6 PEDESfRIAN � � � � 70P CONVIX SLOPE BREAK� � �
<br /> � ANCH ANCHOR DL DEAD LAAD . !BC � INTtRNAT10NA1 BUILDlNG CODE � PERP PERPENDICULAR 70P0 T6POGRAPHY
<br /> AP AN�LE POtP1F DN � DOWN � IQ INSIDE DIAMETER P[ POINT-OF INfERSECTION TQS � TOP�OF STEEL
<br /> . APA AMERICAN PLriJ00D ASSOCIATIQN DO� � DITTO . � IE INVERT ELEVA1lON PJP,.PP PARTIAL JOINT PETiETR4TI0N T07 � TOTAL .
<br /> � APPROX APPROXIMATE �� � DP DEEP � IF tN51DE FqCE � � PKG. � PARKMG � TOW TOP OF WALL �
<br /> . APWA RMERICAN PUBUC WORKS ASSOCIA'iION DS DOWN SPOtfF � � W ISOLATION JOINF � PLCS � P{ACES � 7p �
<br /> . . �AR ANCHOR ROD . � 6/W� DRIVEWAY � . fN � tNCH/INCHES . � � PlF PQUNDS PER UNEkR FOOT TRAN TRANSR40N
<br /> � �ARCH ARCHITECT, ARCHI7ECfURAL � DWG(S) DRAWING(S} .� INCL INCLUDE PLWD • PLIIVOOD 7RMISV TRAIJSVERSE
<br /> � ARV AIR REt1EF VALVE� � � DWL � -DOWEL INFO INFORMATION � PNt PANEL � TR TELEPHONE RISER,THREADED ROD
<br /> � � ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS � INST INS7'ALL � � POC POINT OF CONNECTIOt3 TUN . NNNEL �
<br /> . � ASPH ASPHALT � - E FAST � � INSUC INSULATION . � � POE PORT OF EVEREET � N � TELEVISIQN ��
<br /> � ASTM � AMERICAN S6CIETY FOR TESfiNG AND MATERIALS EA � EAGH � INT tNTERiOR, INTERMEDWTE � POT. POINT QN TANGENT � TWS THREApEO 4MElDED SFUD
<br /> . . � ASSY � ASSEMBLY � EE EACH�END - INV lNVERT � PREFAB PREFABRICAIEU 7yys7 � 7y,ry�p
<br /> . AVE AVENUE . EF EACH FACE � �P � IRON�PIPE PRV � PRESSURE REDUCINC VALVE� - � 7yp �yp��q� � �
<br /> AVG AVERA6E � . � EHW DCTREME HIGH WATER � . . PS � PRESTRESS � � . . .
<br /> � AWS AMERICAN WELDING SOCIEtY . . �. EJ. � DCPANStON JOIM � JB JUNCTION BOX PSF POUNDS PER S6UARE FOOT UBC UNIFORM BUILDIN6 CODE �
<br /> _ � El, ELEV ELEVATtON,ELEVATOR JSF JOISi � � PSI POUNDS PER SQUARE 1NCH UHMW ULTR4 HIGH MOtECUI,AR WEIGHT
<br /> 6/ 807TOM OF � ELB � ELBOW � � ,t'F � JOINT � PSS PRESSURE SANITARY SEWER � � U6 � UNDERGROUND
<br /> � � PT POINT OF TANGENCY, POIM. PRESSURE 7REATED UNO UNI.ESS NOTED OTHERWISE
<br /> . B � BRACEDEFRAME . BC EHI6ANKµENT K . KIP (1,OOO�LB) � PUQ PUBUC UALfI'f piSTRICT�i OF SNOHOMISH CKiY UP UNDERGROUND POWER �
<br /> . BK BACK � �EMBFA EMBEDMENi � KSF KtPS PER SQUARE F00T PSL � PARALLEL STRAND LUMBER UPA t711LITY POLE ANCHOR �
<br /> . . 81DG BU{LDING � ENGR ENGINEER� � KSI KIPS PER SQUARE lNCH � P-F POST–TENSIONEp � ��� �7�7Y � �
<br /> . . � BLKG BLOCK, BLOCKWG � EOA EDGE OF ASPHALT � � ' � � PVC� � POLWINYL CHLORtOE � � � �
<br /> BLW BOULEVARD � � EOC EDGE OF CONCREfE L tENG'lli;ANGLE � PVMT PAVEMQJF V VACVE �
<br /> . BOC BACK OF CURB � EOD �EDGE OF OIRT LB FOpT POUNDS � � - P/L � PROPERN L1NE � � � VAR � VARIES ' -
<br /> � . 66W BACK OF WALK . EOG� .ED6E OF�RAVEL � � � LBS. � POUNDS � � � � �
<br /> � VERT VERTICRL
<br />. BOI�� BOUARD �� � EOTL EDGE OF 7RAVEL LANE LEV � lEVEL . � Q7Y OUANTIIY VLT VAULT � �
<br /> BM� BEAM. BENCH MARK � EP EDGE OF PAVE6AENT LF " �UNEAL FOOT/FEEf � � VPC . VERTICAL POINT 6F CURVE- �
<br /> � BNSF Bt1RUNGfON NORTHERN SANiA FE EQ EQUAI, E4HTHpUAKE � _ LL � L1VE LOAD � R, RAD RApIUS � � VPI � VERf1GqL POINT OF INTERSECf10N �
<br /> BSMF BASEMINf � EQUIP EQUIPMINf � � L166 lONG.LEGS BACK TO BACK � RC REINF CONC VPRC VERTICAL POlNT 6F REVERSE CURVE
<br /> 80T BOTFOla � ES EACH SIDE � LLN � �ONG LEG HORIZONTAL � RD ROOF DRAIN � VPT VER71t;AL POIM OF TANGENT
<br /> . BRDG BRIDGE � . EfC � ETGETERA � LLV LONG LEG YERfICAL REF � REFEFtENCE � � - � �
<br /> � � BRG BEAPoNG � � � � EW EqCH WAY- � � LOC LACA710N, IOCATE � REINF RdNFORCE(D)(MENTj(ING) W WIDTkI, WATER LINE, WEST. WIDE Fl.ANGE �
<br /> . . BRK BREAIC � � � � IXG � IXCAVA'f�ON LONGIT LONGtTUDiNAL � REM REMAINDER � � � � yy� yy�p{
<br />. . .. . . BTWN BEIWEEN � � IXIS7 IXISTING tP. � LOW PO�NT �. � REQD REQUIRFA � W/0 WITHOUT� .
<br /> . . � � BU �BUIL7–UP . . EXP IXPANSION � . � � LSH � LONG SLOTTED HOLE � REC REfNNING � � � WD � MlOOD � � �
<br /> �. � � IXf D(TERIOR, IXfENSION, EXTRUDED � LSL � LAMINATED STRAND LUMBER � RER4 REfAINING WALL WMS WECDED HF1�DEp 5fUD � �
<br /> � � � C GAMBER, CHAP}NEL EYf. EVEREIT . LT LEFf� � � RIM � RIM ELEVAiION � WHSE � WAREHOUSE � �
<br /> CAL CAUPER E–W EAST–WEST LUMIN �UMINAIRE RMC RIGID MEiAL CD WJ WEAKENED P1ANE JO1NT
<br /> CANT CAN7ILEVER . �EW � EACH WAY LVL �L.AMINATED VQdEER�LUOABER � RND � R6UND WM WATER MEfER, WATERMNPI �
<br /> . CAP CAPACftt � � � � � RO � R6UGH OPENING WMVD , WEST MARINE VIEW pRNE�
<br /> . CB CAFCH BASIN � � FD .. FLOOR DRAIµ � M MEfER � - � RR . RAItROAD � � WP WORK POINT � � �
<br /> � �C/C CEM'ER–TO–CQ3fER FDN FOUNDATION MHTL MATERIAL RT � RIGHT � � ���
<br /> CDF CONTROL DENSITY FILL �� . ��FEMA FEDERAL EMERGENCY MMIAGEMENT AGENCY MAX MAXIMUbt WV� WAtER VALVE
<br /> �. � � CF� CUBIC FEET, COLD–FORMEQ � FE FAR�FACE, FlNISH FCOOR � MB MAILBOX, MACHME BOLT R W R GHT OF WAY WWf WELpED WIRE FABRfC � �
<br /> CG CURB dc GUffER FL FLANGE JOINF ME MATCH IXISi7NG
<br /> COE CIIY OP EVERETf Fl.G FLANGE MECH MECHANICAL S SOUTH, SLOPE YD YARD DRAIN
<br /> COG CENTER OF GR4VITY FG FlNISH GRADE � MF MOMENT FRAME SB SOIL BORWG �
<br /> CI CASF IRON fH FlRE HYDRANT MFR(S) MANUFACTURER(S) SC SL]P CRITiCAL
<br /> CICL QAST IRON CONCREIE LINm FlG FlGURE MH MANHOLE SGHE6 SCHEDULE
<br /> . � ClP CAST tN PLACE� FlN FlNISH. FlNISHED MHW � MEAN HIGH WATER SD 5tORM DRP.IN �� �
<br /> . C.t� CON7ROL JOINT, CONSfRUCTtON�JOINT � FlR FLOOR A�HNW ME4N HIGNER HI6H WAtER SDMH STORM DRAIN MANHOLE � � �
<br /> � . � CJP, CP COMPLEfE JOfNT PENEIRATION FA1 FORCE MAIN . � bitC MONUMENT IN CASE SE SPOT�ELEVATION, S6UTHEAST � � � � � � �
<br /> CLF CHAIN t1NK FENCE FNC FENGE SECT SECfiON
<br /> -0LG CEILING FOC FACE OF CURB MISC MIS EULLANEOUS SERV SFRVICE
<br /> CLR CLEAR(ANCE) FOW FACE OF WALL MJ MECHANICAL JQINT SF 5t]UARE FEEf
<br /> CMP CORRUGATED MEfAL PIPE FS FAR S{DE MlW MEAN lOW WATER SHIDR SMOULDER
<br /> . . CMU CONC MASONRY UNIT � tT �� FEEf/F00T � MLLW-� MEAN�LOWER LOW WATER SHT � SHEEf. � � � �
<br /> CN71' COUNTY fTG FOOTING M/L MONUMENT UNE SIM SIMILAR
<br /> CO CLE4N OUT � � . � MPFf MILES PEft HOUR S,11 � � STEEL�JOISf IN5iITUTE . .
<br /> � COL COLUMN . G � GAS UNE � . � MON MONUMEWT S/!. � SURVEY UNE - � �
<br /> COM COMMON �� . . GA GAUGE �� � � . - MTL MEfA! � S06� . �SLAB��N GRADE� � � �
<br /> � CONC CONCREfE � � GAL � GAL�ON . � MUTCD MANUAL ON UNIFORM TRAFRC CONFROL OEVICES SPC � SPACE(ED)(ING � � �
<br /> CONN CONNECT, CONNEC710N � GALV GALVANtZED � SPEC(S} SPEqFlCA`fION�S)� � �
<br /> CONSi CON5iT2UCT. CON5fRUCT10N GB 6RADE BREAK N NORTH SQ SQUARE
<br /> � � CONT CONTINUEA, CON'fINUOUS 6E � GRATE ElEVA710N � � NE � NORTHEAST � �
<br /> SS � SANRARY SEWER, SFAINLESS STEEL � � �
<br /> COMR CONTRACTOR � � GEN� GENERAL � NEG� � NEGA'€IVE � SSH � � SHORT SLATfEp HOLE�
<br /> COORD COORDINATE GM GAS MEfER NEMA NATIONAt_ELECTRICAL MANUFACTURERS ASSOC SSMH SANITARY SEWER MANHOLE
<br /> CP COMPLETE PENEfRAT10N GL GUTlER LINE NF NFAR FACE � �E�
<br /> � - . CRSI �CONCREfE REMFORCED STEEL INSTITUfE . G4 GlULAM GLUED LAMINATED MEMBER . . . NIC . NOT IN CONTRACT � S7p � 37A170p� � � � �
<br /> 3 CSTC CRUSHED SURFACING TOP COURSE GR GUARD RAfL NOAt NOMIEJAL
<br /> �O No. NUMBER� STAG� �� 'STAGGER, STAGGERED � . �
<br /> CTR: � CEN7ER,�CENTERED � . C,RD GRADE � �
<br /> `i CU CUBfC GRND GROUNQ NS NEAR SIDE. NONSHRINK � STANDARD
<br /> CULV CULVERT GY GAS VALVE �� ��N�
<br /> � N–S NORTH–SOUTH ST1R STIRRUP
<br /> � GYL CYIJNDER D GWB GYPSUM WAlL BOARD NTS NOT TO SCALE STRS STEPS -
<br /> NW - NORTHWEST �M �
<br /> � SfRUC STRUCNRAL �`L./1e1�.� �F�PEZO�d°��
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<br /> � POi{� O i ' I s ' ���w YA H. KUYPER As r,o-r�o PORT OF EVERETT D1NG. N0.
<br /> NO�TF! MARlNA RE�EVELQPMENI' G1.3
<br /> N .„�S�` ! DESIGNED BY: � � DA7E: . .
<br /> � " D. YE AUGUST 4, 2006 ciP r�o_
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<br /> � �Err.wa.sazos Ph:425 74t-38�i 0 8/4/06 PERMfF APPROVAL/CONSTRUCTION ' . . t PRov��:
<br /> �o . (425j 259-3164 � � . � - � � � . . . . . � �. � .
<br /> . . JOB No. 2S–Q4–Ot5. No. . DA7E .Blr . REVISAN . ..NO. O:4TE �BY� . �RtlnstoN � ..�+ ��14if�03�07 � � . � � .
<br /> . .. . .. . � SHEET NO. ¢ OF/�3
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