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<br /> . S SYMB4LS & ABBREVIATIONS SYM �OLS & ABBREVIATIONS cont. SYMBOLS & ABBREVIATIONS cont.
<br /> GE�lERAL_ NOTE�. RAIL STANDARD
<br /> - � . -
<br /> ' E CON`�AIN GENERAL INFORMATION AND ARE ALL RAIL WORK SHALL CONFORM T4 THE MINIMUM & AND � GAS SDG SIDING �
<br /> 1. THESE I��t�T S
<br /> C0�IPLIMENTARY T�J THE PLANS AND SPEClFICATIONS. REQUIREMENTS FOR THE FOLL4WING CODES AND � AT GA GENERAL ARRANGEMENT SECT SECTION - {
<br /> CO�1TR���CTOR SHALL VERIFY INF�RMATI�N GIVEN HERE STANDARDS: � DIAMETER GALV GALVANIZED SF SQUARE ` FOOT
<br /> VVITH SFaECIFfCATIOf�S AND OTHER DOCUMENTS AND ' FOOT FEET GD GE4DETIC DATUM SIM SIMILAR �
<br /> BRING I�NY CONFLI�TS TO THE ATTENTION OF THE P�RT 1. AREMA AND BNSF INDUSTRIAL TRACK STANDARDS ' � , .
<br /> " INCH, INCHES GR GRADE SMH SANITARY MANHOLE
<br /> BEFORE BEGINNING AFFECTED WORK. COQRDINATE WITH — HDPE HIGH DENSITY POLYETHYLENE SPCS SPACES
<br /> PORT FC)R RESOLUTI�N OF ANY SUCH CONFLICT. MINUS
<br /> # NUMBER HHW HIGHER HIGH WATER SS SANITARY SEWER
<br /> _ SHOP DRAWINGS % HMA HOT MIX ASPHALT ST STREET
<br /> 2. IN THE f_VENT OF �ONFLICTING REQUIREMENTS BETWEEN PERCENT . .-
<br /> THE COPJTRACT DRAWINGS, GENERAL NOTES, AND 1 . SHOP DRAWINGS SHALL BE SUBMITTED TO THE PORT + PLUS HORIZ HORIZONTAL STA STATION
<br /> SPECIFI{;ATIONS, THE MORE STRINGENT SHALL CONTROL. FOR REVIEW PRIOR T4 FABRiCATION. SHOP DRAWINGS X TIMES HS HIGH STRENGTH STD STANDARD ° � �
<br /> SHALL BE REVIEWED AND STAMPED BY THE ABT ABOUT �� INSIDE DIAMETER ST1FF STIFFENER
<br /> � 3. ALL FE[)ERAL, STA�fE AND LOCAL SAFETY REGULATIONS C�NTRACTOR PR{QR TO REVIEW BY THE PORT'S ALT A�TERNATIVE �E INVERT ELEVATION STL STEEL
<br /> SHALL �3E FOLLOWED. METHODS OF DEMOLITION, ENGINEER. REFER TO THE PROJECT SPECIFICATIONS FOR �
<br /> CONSTFZUCTI4N, AND ERECTION ARE THE C4NTRACTOR'S APPROX APPROXIMATE �N INCH, INCHES SY SQUARE YARD
<br /> RESPOhJSIBiLITY. GOORDINATION OF SHOP ORAWIi�G SUBMITTA�S. AREMA AMERICAN RAILWAY ENGINEERING AND INCL INCLUDING SYMM SYMMETRICAL .
<br /> MAINTENANCE OF WAY ASS4CIATION INV lNVERT t TON
<br /> 4. THE CQr�TRACTOR SHALL ENSURE ALL PERMITS PHASING: KC KIM6ERLY 'CLARK T&B TOi� AND BOTTOM
<br /> REC�UIFt�:D BY ANY FEDERAL, STATE, 4R LOCAL L ANGLE, LEFT TBC TO BE CONFIRMED
<br /> DEP�,R��IENTS, UTiLiTY COMPANIES �R JURISDICTIONS A� ASPHALT C�NCRETE
<br /> - ASPH ASPHALT LG LONG TBM TEMPORARY BENCHMARK
<br /> �� AFFECTE_D BY THE V�14RK ARE O�TAINED. TRACK T104 '
<br /> LLW LOWER LOW WATER TC TRACK CENTER
<br /> ;
<br /> ATB ASPHALT TREATED BASE TESC TEMPORARY EROSION & SEDIMENT CONTROL �
<br /> 5. THE CQ�ITRACTOR SHALL AB1DE BY ALL APPLICABLE 1. TRACK T1 Q4 VIIORK SHALL OCCUR IN TW� PHASES ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS LOA LENGTH OVERALL
<br /> FEDERA�N_, STATE, AND LOCAL ENVIRONMENTAL UNDER THIS CONTRACT. CONTRACTOR SHALL MAINTAlN AWS AMERICAN WELDING SOCIETY LONG LONGITUDINAL THK THICK
<br /> PROTEC:TIO�J STANDARDS, PERMITS, LAWS, AND CONTINUAL ACCESS T� THE WHARF [�URING B�TH BLDG BUILDING LVC LENGTH VERTICAL CURVE T0 TOP OF, TURNOUT �
<br /> MAX MAXIMUM TOC TOP OF CONCRETE
<br /> REGUL�TI4NS. PHASES. BNSF BNSF RAILWAY COMPANY � �
<br /> 6. THE CO�IUTRACT4R SHALL PLACE CONSTRUCTION DEBRIS BVCE BEGIN VERTICAL CURVE ELE1l�TI0N MH MANHOLE TOR, T/R , TOP OF RAIL
<br /> CONTRC�L DEVICES, BOOMS, TARPAULINS, AND OTHER BVCS BEGIN VERTICAL CURVE STATION MIN MINIMUM TOS TOP 4F STEEL
<br /> DEVICE'.:> AS �IECESSARY TO PREVENT DEBRIS FROM CB CATCH BASIN MISC MISCELLANEOUS �rp TYPICAL
<br /> E�1TER11�lG THE WA�ER, AND AIR B�RNE MATERIALS FR�M C/C CENTER TO CENTER MJ MECHANICAL JdINT UGP UNDERGROUND POWER
<br /> LEAVIN�:9 THE IMMEDIATE VICINITY OF THE SITE. THE I
<br /> CONTR/�,CT4R SHALL BE RESPONSIBLE F4R CLEAN
<br /> UP OF CI CONCRETE INLET MLLW MEAN LOWER LOW WATER UNO UNLESS NOTED OTHERWISE
<br /> ANY M/�,TERIALS D�P4SITED OUTSIDE THE WORK AREA. CIP CAST IN PLACE MSL MEAN SEA LEVEL ��S UNDERSIDE
<br /> CJ CQNSTRUCTION JOINT N NORTH, NORTHING VERT VERTICAL
<br /> 7. Ct�ORDII�IATE ACCESS TO THE SITE WITH THE PORT. CL, � CENTERLlNE {N) NEW W WEST, WATER
<br /> ' CLR CLEAR NIC N�T IN CONTRACT W� WITH �
<br /> 8. C�NTR�►CTOR SHAGL VERIFY ALL DIMENSIONS AND
<br /> CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. COE CITY �F EVEREfT NO NUMBER W�0 WITHOUT
<br /> , . .
<br /> ANY DI��CREPANCIES IN DIMENSIONS OR S1TE CONDITIONS �ONC CONCRETE NOM NOMINAL W� WATERLINE
<br /> SHALL f3E BROUGFiT TO THE ATTENTION OF THE PORT CONT CONTINUOUS NS NEAR SiDE WP WORK POINT ;
<br /> BEFORE= P�O�EEDI�IG. THE CONTRACTOR SHALL NOT CSBC CRUSHED SURFA�E BASE COURSE NTS NOT TO SCALE � WALL THICKNESS ;, ,
<br /> BEGIN C:ONSTRUCTION UNTIL EITHER THE DISCREPANCY CTC CENTRALIZED TRAFFIC CONTROL OAE OR APPROVED EQUAL �
<br /> HAS BE:EN RESOLVED BY THE PORT OR THE PORT �
<br /> _ _ CWR CONTINUOUSLY WE�DED RAIL OC ON CENTER � COORDINATE IDENTIFIER
<br /> - ' � AlJTHOI;tIZES THE �ONTRACTOR T0 PROGEED WITHOUT �
<br /> � RESOLl1TI0N. CY CUBIC YARD 4D OUTSIDE DIAMETER
<br /> DBL DOUBLE OTM OTHER TRACK MATERIAL
<br /> � 9. LC�CATi�NS 4F EXI�TiNG STRUCTURES AND UTILITIES ON DEG DEGREE PC POINT �F CURVATURE ° � a
<br /> THE DFAVUINGS ARE APPROXIMATE. THE CONTRACTOR IS DET DETAIL PI POINT OF ' INTERSECTION
<br /> ,
<br /> RESPOf�lSIBLE FOR LOCATING ALL EXISTING STRUCTURES DI DUCTILE IRON PITO POINT OF INTERSECTION OF TURNOUT
<br /> AND U"�'ILITIES. THE CONTRACTOR IS RESPONSIBLE FOR D(A DIAMEf'ER PL PLATE
<br /> VERIFYI�IG DISCREPANCIES WITH THE PORT. . �
<br /> DIM DIMENSI�N POE PORT OF EVERETT
<br /> 10. CONTR��CTOR—INITIATED CHANGES SHALL BE SUBMlTTED DN DOWN POS POINT OF SWITCH � - �
<br /> IN WRITING TO THE PORT FOR APPROVAL PRIOR TO DWG DRAWING P P P A R T I A L F E N E T R A T I O N
<br /> FABRIC�ATION OR �ONSTRUCTION. CHANGES SHOWN ON DWO DEEP WATER DUTFALL PROJ PROJECTION
<br /> W SHOP [;►RAWINGS �NLY WILL NOT SATISFY THIS E EAST, EASTING PT POINT OF TANGENCY, POINT i y
<br /> ; REQtJIREMENT.
<br /> Q (E), EXIST EXISTING PVC POINT OF VERTICAL CURVE, POLYVINYL
<br /> � 11 . THE CC�NTRACTOR SHALL TAKE NECESSARY MEASURES EA EA�H CHLORIDE , .
<br /> i �
<br /> � T� PRE:�VENT INTE�RUPTION OF aPERATI4NS AND EF EACH FACE '
<br /> � PROTEt,T ALL EXI�TING SURFACES/ STRUCTURES TD E� ELEVATION PVI POINT OF' VERTICAL CURVE
<br /> �°� REMAIP�I AT THE FAGLITY DURING CONSTRUCTION.
<br /> � , B� PRESENTED ON THE CONSTRUCTION ENGR ENGINEER R or RAD RADIUS, RIGHT
<br /> � DETAIL';� SHALL EQ EQUAL RC RATE OF CHANGE
<br /> � PLANS. '
<br /> EQ SP EQUAL SPACES RE RAIU�IAY ENGINEERED, AREMA APPRQVED RAIL SECTION
<br /> � EVCE END VERTICAL CURVE ELEVATION REF REFERENCE ,
<br /> �.
<br /> N C�' Gc�17� �I�YY oF-��2�'=� .��_ � "`� ��-_ _ - �
<br /> � g�a Q��R�. ����L �'� ��� �� ���� EVCS END VERTICAL CURVE STATION REINF REINFORCING �.�� �,� ���� �� :.
<br /> , ,
<br /> �
<br /> - - � (!� �rr�� T��.SI�� A�D �oN��v�� �����
<br /> EN/ EACH WAY �EV REVISION`; � � �`� �� �
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<br /> a • � �P�ip �� a�° �� �EE`�.LO���:f�l. �j� W��� �� �� PU LI SERVICES D,�"L �
<br /> � �4%i ` EXT EXTENSION REQ� REQUIRED pu�,�ic woRKs.
<br /> -r' � ����I �3 I hJ(�.�I b�� G �U�" ie10�" LJI�?l� �; 5�07�/ ���. �� 5:�, a �� RIGHT—OF--WAY w ,
<br /> - 4 EXP JT EXPANSION JOINT R/W _�..
<br /> N S ��- �`�e�'1 SOUTH eRos oN 6RHINAC'?�.,�i DEFAF{iPv1EPiT
<br /> o � ��I� �°'l�� �a~'�� �1� �"��. �Dl� ��,, � �v FC, FINISNED GRADE S ,�Pue�ic woR�� �rR�ir is ��Qv,�iF�PRioR , .
<br /> TO S7{��'iiNG F��tY CON "!1C`f!Q!d Oy THIS
<br /> a , �a �, � �
<br /> CITY ENGINEER �� ,
<br /> e���'Z01�� /� �. FL FLOWLINE SAN SANITARY PRO;��i. APF����-A� Fc � r;:s �ilc�1ECT IS
<br /> ���� ���g�➢��� �A�� CONUiTiONAL P- C RENT STANDARDS '
<br /> �� � �v � � SCHEDULE �rvoExai�;Es y un�_�ssaERMt�
<br /> � FLG FLANGE SCH �oR co�;sTauc ;� ae�rv ,ssuEo
<br /> �' STORM DRAIN
<br /> ;
<br /> - � FP FUL� PENETRATION SD ��
<br /> � FS FAR SlDE ,
<br /> � � FOOT, FEET DRAWING SCALES SHOWN
<br /> � � �.
<br /> ' BASED ON 22"x34" DRAWING -
<br /> �
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<br /> UPROJ�CT ENGINEER: SCAIE:
<br /> � c.FiscHER PCJRT C)F EVERETT °WG. N°. _ z
<br /> Q �.� � G o0
<br /> ; ° °� w���I,�jJ' °ES'�"E°BY: °ATE: TERMINAL RAIL UPGRADES
<br /> ; � �� � r���f�tt � �I��ol �w z' ��'; ; �a A.PATTERSON 2015/06/18 ciP No. �
<br /> � g� �,���:��� � PHASE 1 �-0-02�-0�
<br /> � 600 UNIVERSITY STREET �' "_`��v� � � � � �
<br /> �o �� �� SUITE#610 � 3siiof���� w � oRAwrvA MANUZON cHECKEoS.GRAY � � �
<br /> � � � � s�arr�E,� wa � sa�o� �,���GIST��ti��,�w SYMB�LS,� ABBREVIATIONS �& No�E�T MT—RR-2o�5-05 �
<br /> � � � P.O. BO;�C 538 206-622-0222 � 06�18�15 Md�N � iSSUED FOR B{0 AND CONSTRUC110N �`�IaNAL��� � � APPRovEo BY: � ����R�� ����� ;,
<br /> EVERE7T,WA 98205
<br /> _ � Ph: 425-;259-3164 PRO�ECT NO. 8415-01 - � f� f� � . SHEET NO. 2 OF 33 ''
<br /> _ � NO. DATE BY REVIS{ON � /
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