3003 W CASINO RD 2016 BLDG 45-61 Plans 2022-12-29

� __ `��mit#: Bit,Q4057&RW1604-059 , �`� ��,�c2,�ddress: 3003 W CASINO Rd#4-5-61 . �fOwner: BOEING COMPANY GENERAL �IOTES D� MESTIC WATER SYSTENI GEf� ERAL NOTES UTILITY OUTAGE GE�IERAL �IOTES ; Tenant: BOEINGCOMPANY ' App. Date: 4/28/2016 THE FOLLOWING APPLY UNLESS OTHERWISE INDICATED. 1. CONTRACTOR SHALL TEST ALL EXIS7ING WATER LINES PRIOR TO REPLACEMENT�CONSTRUCTIQN. L GONTRACTQR IS REQUIRED TO GOMPLY WITH BOEING SITE NOTIFICATION AND PROFILE FOR UTILIIY �roposed use: MFG TRUCK STORAGE Description: CONSTRUCT NEW 55'X73'6"CAIVOPY QVER 2. PIPE FOR WATERLINES SHALL BE DUCTILE IRON, AWWA C 151; CEMENT MORTAR LINEQ AWWA G 104. OUTAGES PROCEDURES. SHUTDOWNS SHALL BE IDENTIFIED ON THE CONTRACTOR'S SCHEDULE AND s�as w/TRtucH RNS-BOEING 1. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CLASS 53, WITH RESTRAINED JOINTS. COORDINATED WITH THE BOEING CONSTRUCTION MANAGER. NOTIFI�ATI4N SHALL BE GIVEN TO THE CQNSTRUCTION ACTIVITIES AND NOTIFY THE OWNER'S REPftESENTATIVE QF ANY DISCREPANCIES PRIOR 3. FITfINGS SHALL BE DUCTILE IRON, AWWA C 110, CEMENT MORTAR LINED, AWWA C 104; RESTRAINED BOEING CM A MINIMUM OF 10 WORKING DAYS PRIOR TO THE SHUTDOWN. Reviewed By: , �- �ate: �I.�-._��'-1� � TO BEGINNING CONSTRUCTION. ALL WORK AND MATERIAL SHALI. CONFQRM TO BOEING STANDARDS F�EXIBLE COUPLINGS. �,�f fice Se t � �o k�S i t e S e L F i r e/P l a n n i n g S e t AND SPECIFICATIONS, THE CITY OF EVERETT STANDARDS, AND STANDARD SPECIFICATIONS OF 4. VALVES SNALL BE AWWA C 509 OR C 515. � �- WSDOT/APWA. WHERE MORE THAN ONE STANDARD IS REFERENCED ON THE DRAWINGS AND THERE IS 5. ALL BURIED VALVES SHALL NAVE CAST IRQN VALVE BQXES PER CITY OF EVERETT STANDARD PLAN � RA D I I� G A�1 D EA R T H W 0 R K � E�l E RA L I� 0 T E S * o A DISCREPANCY BETWEEN THE TWO THE MORE STRINGENT SHALL APPLY. N0. 504. `� � ' N 2. THE LOCATIONS OF EXISTING UTILITIES AND FFJ�TURES SHOWN ARE APPROXIMATE, UNLESS 6. WATER LINES L�SS THAN 12" IN DIAMETER 5HALL HAVE A MINIMUM OF 3.0 FEET OF COVER OVER '" OTHERWISE INDICATED. CONTRACTOR SHALL VERIFI( ACTUAL LOCATIONS & SIZES PRIOR TO THE TOP OF PIPE. WATER LINES 12" OR LARGER IN DIAMETER SHALL HAVE 4.0 FEEf OF COVER 1. EXPOSED SOIL MUST 6E COVERED WITHIN 5 DAYS OF EXPOSURE DURING THE DRY SFASON (MAY 1 � CONSTRUCTION OF NEW IMPROVEMENTS. CONTRACTOR SNALL 8E CAUTIOUS WHEN EXCAVATING NEAR OVER THE TOP OF PIPE. MAINTAIN A MINIMUM OF 12 INCHES CLEAR AT CROSSINGS WI7H UTILITIES THROUGH SEPTEMBER 3Q) AND WITHIN 48 HOURS OF EXPOSURE DURING 7HE �VET SEASON ��,�,��V�� ' EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE F'OR DAMAGES CAUSED TQ EXISTING QTHER THAN SANIYARY SEWER LINES. WATER LINE SHALL PASS UNDER THE OTHER UTILITY IF THE � � UTILITIES. MINIMUM SPECIFI�Q COVER CANNOT BE OBTAINED. (OCTOBER 1 THROl1GH AF'RIL 30). p(��(��r �y �y�,� ��,�a��y� � N 3. CONTRACTOR TO LQCATE AND DEfERMINE DEP7H OF EXISTING UTILITIES. NOTIFY BOEING AND THE 7, FLUSHING, CLEANING AND DISINFECTION: 2. FROM OCTOBER 1 THROUGH MARCH 31, GRADING IS LIMITED TO AN AREA NO LARGER THAN ONE „ � �-- �.!� ` ENGINEER OF ANY CONFLICTS WITH THE NEW UTILITY OR TRENCH EXCAVATION. A. CLEAN AND DISINFECT NEW PIPING IN ACCORDANCE WITH WSDOT 7-09.3(24) FOR PIPE LENGTH5 ACRE. ' ' �Y� . f � 3. ALL PAVEMENT MUST BE KEPT CLEAN AND FREE OF S�DIMENT. :��`�-d �� 4. THE CONTRACTOR SHALL MAIMAIN A CLEAN WORK AREA AT ALL TIMES �Y SWEEPING. wA�HING OF GREA7ER THAN 2� FEET. �� Q PAVEMENT WILL NOT BE ALLOWED WITHQUT PRIOR BOEING APPRQVAL. B. FQR SERVICE CONNECTIONS AND NEW PIPE SECTI4NS LESS THAN 2Q FEET OR LESS IN LENGTH, OR 4. PLASTIC CQVERING MAY BE USED ON STOCKPILE AREAS TO MAINTAIN OPTIMUM MOISTl1RE CONTENT Cirr o��v�aErr�Evi�w�o Ffl�P��wiT n 0 5. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF LEGALLY OFF-SITE. LENGTH APPROVED BY THE CONSTRUCTION MANAGER, CLEAN AND DISINFECT PER WSDOT AND PREVENT SEDIMENT TRANSPORT. 6. FIELD VERIFY DIMENSIONS FOR WORK PRIOR TQ START OF WORK. 7-093(24)M AND AWWA STANDARD C651. THE INSIDE OF ALL PIPE AND FITTINGS SHALL BE 5. GENERAL BACKFILL MATERIAL SHALL BE PER WSDOT 9-03.14(1). BACKFILL MATERIAL SHALL BE 7. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND W CONFORMANCE WITH SWABBED WITH A VERY STRONG CHLORINE 50LUTION AT LEAST AS STRqiJG AS LIQUID HOUSEHOLD PLACEa IM 8 INCH LIFTS MAXIMUM AND COMPACTEQ Ta 95� MAXIMUM DENSIn AS SPECIFIED IN . APPUCABLE CODES, REGULATIONS AND PERMIT REQUIREMENTS. BLEACH (5 TO 6-PERCENT CL}. SECTION 2-03.3(14)D. 8. RECORD DRAWINGS: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CLEAN SET OF 6. BACKFILL USED 8Y THE CONTRACTOR fN THE F'LIGHTLINE AREA CANNOT CONTAIN METALS. ". � 8. HYDROSTATIC TEST: WSDOT SECTION 7-09.3(23), DRAWINGS AT THE PROJECT OFFICE FOR RECQRD INFORMATION. ALL REQUIRED 1NFORMATION SHALL COORDINATE WITH OWNER TQ DETERMINE SENSITIVE AREAS PRlOR TO PERFORMING EXCAVATION AND BE RECORDED IN A NEAT AND LEGIBLE MANNER. A. MINIMUM PRESSURE: 225 PSI 4R 150 PSI IN EXCESS OF OPERATING RRESSt�RE. BACKFILL. � 9. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR CONS7RUCTION THAT BOEfNG HAS NOT B. MINIMUM DURATION: 15 MINUTES. • OBTAINED. 9. AL.L CONNECTIONS TO EXISTING PIPE, AS APPLICABLE, SHALL BE MADE WITH DUCT�LE IRON LONG 10. ALL DISTURBED PROPERTY AND VEGEfATION SHAI1 BE RESTORED TO ORIGINAL CONDITI4N QR BODY SLEEVE WITH MEGALUGS. U T I L i TY S L E EV E G E I� E R A L N 0 T E S B E T i'E R A S S P E C I F I E D. W O R K S H A L L B E C O N F I N E D T Q B O E I N G P R O P E R T Y. 10. ALL TEES, PLUGS, BENDS AND HYDRANT BRANCHES SHALL BE RESTRAINED AGAINST MOVEMENT RESTRAINTS MAY CONSIST OF PIFE CLAMPS AND TIE-RODS, THRUST BLOCKS, LOCKEQ MECHANICAL 11. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND BENCHMARKS. CONFIRM INDICATED OR PUSH-ON JOINTS, MECHANICAL JOINTS UTILIZING SET SCREW RETAINER GLANDS, OR OTHER 1. 50LID STEEL SLEEVES AND STEEL SPLIT SLEEVES 8" DIAMETER AND SMALLER SHALL BE SCHEDULE � VERTICAL AND HORIZONTAL CONTROL AND MONUMENTS PRIOR TO CONSTRUCTION. REPORT ANY � DISCREPANCIES. APPRQVED METHODS OR DEVICES. 40 {5/16" WALL THICKNESS), AND SLEEVES OVER 8� IN DIAME[ER SHALL BE STANDARD WALL __ , � 11. WATER SYSTEM SHALL BE CQNSTRUCTED PER WSDOT 7-Q9.3. 0 375" WALL THICKNESS). STEEL SPLIT SLEEVES SHALL BE HD FOWLER OR EQUAL. 12. THE CONTRACTOR SHALL MAINTAIN ALL SIGNS, BARRICADES, WARNING LIGHTS, AND OTHER DEVICES 12. ALL METALLIC PIPES AND FITfINGS SHALL 8E ENGASED WITH POLYETHYLENE PER AWWA C 105 ONLY � � � NECESSARY FOR SAFETI'. 2, STEEL 5PLIT SLEEVES SHALL HAVE A 1/8" THICK RUBBER GASKEf ALQNG THE BOLTED FLANGE � AS DIRECTED BY CONSTRUGTION MANAGER. LENGTH. BOLT SPACING AND BOLT TYPE SHALL BE PER MANUFACTURER'S RECOMMENDATION. � 13. THE SPECIFICATION OF A NAME BftAND PRODUCY, OR EQUAL/EQUIVALENT, IS DONE TO ES7ABLISH �3. CONCRETE FOR DQMESTIC WATER MAIN THRUST �LQCKS SHALL 8E HIGH EARLY STRENGTH WITH THE LEVEL OF QUALITY OF MATERIALS AND EQUIPMENT REQUIRED AND IS NQT A PRODUCT � 3. KOR-N-SEAL 106/406 SERIES SHALL BE USED FOR SOLID SLEEVES CROSSINGS THROUGH THE " " . MINIMUM F C=4,000 PSI AT 48 HOURS. ENDORSEMENT, SUBMIT SUBSTITUTIONS IN WRITING IN ACCORDANCE WITH SPECIFICATIONS FOR UTILIQOR AND VAULTS. MODULAR LINK SEALS MODEL C OR L OR EQUAL SHALL BE USED FOR 1 4. P I P E J O I N T S S H A L L H A V E F I E L D L O K G A S K E f S. APPROVAL SPLIT SLEEVE CRQSSINGS THROUGH UTILIDOR AND VAULTS. 14. THE BQEING EVERETT FIRE INSPECTION DEPARTMENT SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF 15. PRESSURE TESTING SHALL NOT BEGIN UNTIL TEST CYLINDER SHOWS A MINIMUM OF 2,000 PSI. 4. CASING SPACERS SHALL BE BWM COMPANY STAINLESS STEEL "CENTERED AND RESTRAINED" � ALL VALVE CLOSURES, FLUSHING, AND HYDROSTATIC TESTS ON THE FIRE PROTECTION SYSTEM. THE 16. BACKFILL PIPE SECTIONS BETWEEN JOINTS FOR PRESSURE TESTING. 5PACERS (SS Sf'ACERS) QR EQUAL. CASING SPACERS SHALL �E INSTALLED BETWEEN ONE & TWO MAXIMUM DURATION OF A SYSTEM CLOSURE IS 8 HOURS UNLESS SPECIAL PERMISSION (S GRANTED 17. ALL PIPE & FITfINGS SHALL BE BEDDED IN CDF. BY THE FIRE CHIEF. 18. TIE RODS SHALL BE INSTALLED BETWEEN MECHANIGAL JOWT FITTINGS, AS APPLICABLE, WHERE FEET FROM EACF�1 END OF THE SLEEVE AND NO PIPE JOINTS SHALL BE ALLOWED INSIDE SLEEVES 15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL TRAFFIC CONTROL DURING SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. TIE RQDS SHALL BE 3/4" QIAMEfER FOR RELOCATED UTILI7IES. PIPE JOINTS ON UTILITIES TO STAY IN PLACE ALL�WED IN SLEEVES ON COATED W BITUMASTIC. CASE BY CASE BASIS, CONSTRUCTION. ALL TRAFFIC CONTRQL SHALL BE IN ACCORQANCE WITH THE MANUAL ON UNiFORM � 5. FOR FIRE LINE CRO�SINGS, CASING SPACERS SHALI. BE TWO INCHES SHORTER ON TOP THAN TRAFFIC GONTROL DEVICES. 19. VERIFY LOCATIONS OF LATERAL BUILDING CONNECTIONS PRIOR TO INSTALIATION. BOTTOM. FOR ALL OTHER UTILITIES, CASING SPACERS SHALL BE ONE INCH SHORTER ON TOP THAN 16. STRAIGHT SLQPES SHALL BE MAINTAINED BEfYVEEN INVERT ELEVATIONS SHOWN OR SPECIFIED. 20. PROVIDE HORIZONTAL AND VERTICAL BENDS WHERE INDICATED. WHERE A POINT OF INTERSEGTION BOTfOM. 17. THE CONTRACTOR SHALL PROVIDE TWO FLEXIBLE SLEEVE TYPE COUPLINGS WITH RESTRAINED J41NTS (NORIZONTAL OR VERTICAL) IS SHOWN AND THE DEF'LECTIQN ANGLE IS MORE OR LESS THAN A 6. A RUBBER END SEAL, BWM COMPANY ESW OR EQUAL, SHALL BE USEQ TO SEAL BETWEEN THE FOR EACH PIPE PENEfRATING A STRUCTURE. THE �OUPLINGS SHALL BE 3--FEET ANQ 8-FEET AWAY 5TANDARD BEND, USE A COMBINATION OF 7HE STANDARD BEND AND JOINT DEFLECTION OF THE SOLID SLEEVE OR SPLIT SLEEVE AND THE EXISTING PIPE. FROM THE STRUCTURE, UNLESS INDICATED QTHERWISE. COUPLINGS AND RESTRAINED JOINTS SHALL PIPE TO MEET THE ALIGNMENT SHOWN. MAXIMUM JOINT DEFLECTION IS 3 QEGREES OR 7HE 7. ALL SLEEVES INSIDE UTILIDORS OR VAULTS SHALL BE COATED WITH TWO COATS OF RED OXIDE L BE PROVIDED WHEfHER SHOWN ON THE DRAWINGS OR NOT. STEEL PIPE RESTRAINED HARNESS SETS MAXIMUM THAT IS RECOMMENDED BY THE PIRE MANUFACTURER, WHICHEVER IS SMALLER. ✓ rv � PRIMER PRIOR TO PLACEMENT INSIDE THE UTIL.IDQR OR VAULT. SPLI7 SLEEVES SHALL BE COATED SHALL BE PROVIDED IN ACCORDANCE WITH AWWA M-11. ALL OTHER PIPES, COUPLINGS, AND INSIDE AND OUTSIDE, SOLID SLEEVES 5HALL BE COATED ON THE QUTSIDE. RESTRAINED JOINTS SHALL BE APPROVED BY THE ENGINEER. ALL RESTRAINEp JOINTS SHALL BE IN . ACCORDANCE WITH THE PIPE MANUFACTURERS RECQMMENDATIONS. (� 18. THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, PULL BOXES AND MANHOLES TO FINISHED S I T E E X C AVAT I O N � E� E R A L N lJ T E S GRADE UNLESS OTHERWISE SHOWN OR SPECIFIED. MANHOLES IN OPEN FIELDS SHALL BE SET ONE ��0 R M S E W E R G E N E R A L �I O T E S FOOT ABOVE GRAQE. APPRQXIMATE RIM ELEVATIONS ARE SHOWN ON THE DRAWINGS. 19. THE CONTRACTOR SHALL DISPOSE OF ALL NON ORGANIG WASTES SUCH AS OLD GUNITE, RQCK 1. ALL EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPO5ED OF AT AN OWNER RUBBLE, EfC. AT AN APPROVED LANDF1LL OR, OTHER SUITABLE DISPOSAL SITES A7 THE 1. STORM SEWER PIPE SHALL BE GASKETED, DUC7ILE IRON, WSDOT SECTION 9-05.13. ARPROVED FACILIIY. NATIVE SOIL IS NOT ALLOWED FOR BACKFILL. CONTRACTOR'S EXPENSE. 2. ALL CONN�CTIONS OF STORM SEWER PIPE TO STRUCTURES SHALL BE MADE BY USWG 2. INSTALL PIPE SUPPORT FOR ALL EXISTING PIPES THAT HAVE BEEN UNDERMINED ALONG AN 8' 20. THE CQNTRACTOR SHALL PROPERLY DISPOSE OF ALL DEBRIS FROM DEMOLITION AT CONTRACTORS KOR-N-SEAL ADAPTERS, OR APPRQVED EQUAL. LENGTH OR MORE OR AS DIRECTED BY THE CONSTRl1CTI0N MANAGER. � EXPENSE. 3. ALL CONNECTIONS TO EXISTING MAINS SHALL BE COMPLETED WI7H A CORE DRILL AND INSERTA 3. FILL MATERIAL: TEE OR APPRQVED EQUAL. CONNECTIONS TO EXISTING MAINS SHALL BE BETWEEN 35' & 45' OF A. FOUNDATION: FOUNDATION MATERIAL CLASS A PER WSDOT SECTION 9-03.17. MINIMUM HORIZONTAL (SPRING LINE). THIGKNESS OF 4". ' ' 4. CQVERS AND FRAMES: WSDOT 9-05.15. B. BACKFILL: GRAVEL BORROW PER WSDOT SECTION 9-03.14(1). 5. MANHOLES: WSDOT SECTION 7-05. C. CONTROLLED DENSITY FILL (CDF) SHALL BE USED WHERE SHOWN ON DRAWINGS �R AS , P 0 LY� H LO R I N AT E D � I P H E N Y L ( P C B) 6. STORM SEWER SHALL BE CONSTRUCTED PER WSDOT SECTION 7-04.3. APPROVED BY CONSTRtJCTION MANAGER: WSD07 SECTION 2-09.3{1)E, CDF QR CLSM. . �---T-- 7. PRESSURE TEST ALL L(NES PER WSDOT 7-04.3(i} E OR F DEPENDENT ON PIPE MATERIAL. D. GRAVEL BACKFILL FOR DRAINS: WSDOT SECTION 9-03.12(4). C 0 N TA M I N AT E D C 0 N C R ETE A I� D S 0 I � 8. CONTRACTOR TO PLUG PIPES IDENTIFIED TO BE ABANDONED BY PLUGGING THE EXPOSED ENDS OF THE PIPE WITH COMMERCIAL GONCRETE FOR A DISTANCE QF 2 TIMES THE DIAMETER OF THE PIPE. G E N E RA L N 0 T E S CARE SHOULD BE TAKEN TO ENSURE THE FULL DIAMETER QF THE PIPE IS PLUGGED. 9. PIPE JOINT OR FLEXIBLE COUPLING SHALL BE INSTALLED WITHIN ONE TO TWO FEET OUTSIqE OF �T��ru��. EROSI0 �1 �0 �1TROL �E�IERAL NOTES 1. PRIOR TO ANY DEMOLITION AND/OR EXCAVATION ACTIVITIES REFER TO THE BOEING FLIGHTLINE STAFF FOR INFORMATION ON MANAGING DEMOLITION WASTE AND MANAGEMENT OF STORMWATER FROM THE PCB � ' CONTAMINATED AREA, COORDINATE ALL DEMOLITION ACTIVITIES WITH BOEING EVEREff EHS STAFF. 1. THE CONTRACTOR SHALL SUBMIT AN EROSION GQNTROL PLAN FOR WORK DURING THE CQNSTRUCTION, SIGNED AND STAMPED BY A REGISTERED CIVIL ENGINEER PRIOR 70 THE START OF � 2. CONTRACTOR TO REVIEW AND CONFfRM TO THE BOEING'S "PCB MANAGEMENT PLAN" DOCUMENTATION STR I P I �1 G G EN ERAL �l OTES PRIOR TO PERFORMING CONCRETE REPLACEMENT WORK NEAR THE FLIGHTLINE AREA. CONSTRUCTION, UNLESS INDICATED OTHERWISE. 2. ALL SLOPES SHALL BE PR4TEGTED FROM EROSION DURING ROUGH GRADING OPERATIONS AND 1. ON COMPLETIQN OF CONSTRUCTION AND PAVING IN ROADWAY QR PARKING AREAS, CONTRACTQR THEREAFTER, UNTIL INSTALLATION OF FINAL GROUNDCQVER. r ' c '^' �I (�I SHALL PAINT NEW STRIPiNG MARK OVER WORK AREA AS QIRECTED BY THE OWNER. CON7RACTOR �• �-L SLOPE PROTECTION SWALES SHALL BE CONSTRUCTED A7 THE SAME TIME AS ANY BANKS ARE S A I V I TA R Y J E V Y E� G �I V E R A L I V O T E� SHALL PRESSURE WASH EXISTING STRIPE MARKINGS THAT WERE AFFECTED BY CONSTRUCTION, GRADED. AND PAINT NEW STRIPE MARKING AS REQUIREQ. NEW STRIPING MARK SHALL COVER THE FULL 4. THE CONTRACTQR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF EROSION CQNTROL LENGTH OF EACH STRIPE. LOCATION AND SIZE OF NEW PAIN7 STRIPE ON RQAQWAY. PARKING MEASURES GONTAINED WITHIN THE CQNTRACT SPECIFICATIONS OR AS REQUIRED BY THE CITY OF 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIfY THAT NO CONFLICTS OCCUR BETWEEN AREAS SHALL BE IDENTICAL TO MARKING PRIOR TO CONSTRUCTION, EVEREIT, QR OTHER REGULATORY AUTHORITY. THE CONTRACTOR SHALL ALSO PROVID� ANY SANITARY SEWER LINES AND PROPOSED OR EXISTING UTILITY LINES DURING CONSTRUCTION. 2, PAINT MARKING COLORS SHALL BE PER FEDERAL STANDARD COLOR NUMBER (FSC} INDICATED ADDITIONAL EROSfON CONTROL MEASURES (E.G. HYDROSEEDING, MULCHING, SANDBAGGING, 2. MAINTAIN A MINIMUM VERTICAL SEPARATION OF 18 INCHES CLEAR �ETWEEN CROSSINGS OF WATER DIVERSION DIl'CHES, ETC.) DICTATED BY FIELD CONDITIONS TO PREVENT EROSION OR THE .,�"�` ; - BELOW OR APPROVED EQUAL LINES AND SANITARY SEWER LINES. WATER LINES SHALL CRQSS ABOVE SANITARY SEWER LINES. INTRODUCTI�N OF DIRT, MUD, QR DEBRIS INTO EXISTING PUBLIC STREETS, WATERWAYS, OR ONTO � '� `;, 3. ONE FOOT (1') VERTICAL SEPARATION SHALL BE MAINTAINED AS A MINIMUM BETWEEN SEWER AND 3. ROADWAY CENTER LINE TO BE SINGLE 4" BROKEN LINE PAINTED YELLOW (FSC-23655). USE 12' TO AQJACENT PROPERTIES QURING ANY PHASE OF CONSTRUCTION OPERATIONS. ,, �► 15' LONG STRIPES WITH A 3 TO 5 RA710 OF LENGTH OF STRIPE TO LENGTH OF GAP. � OTHER UTILITIES OTHER THAN WATER WHEN A CROSSING OF UTILITIES OCCURS. 1F ONE FOOT (1') , ) . � }� ` 4. 2 WIDE STOP LINES PAINTED WHITE (FSC-17886) AT LOCATIONS DIRECTED BY THE OWNER. '' f ' MINIMUM IS NOT POSSIBLE, THEN A SAND CUSHION SHALL BE PROVIDED AS DIRECTED �Y THE 5. 4" PARKING STALL LINES PAINTED WHITE (FSC-17886) AT LOCATION DIRECTED BY THE OWNER. � OWNER'S REPRESENTATIVE. 6. LANE USE CONTROL WORD MARKINGS TO BE PAINTED WH17E (FSG-17886 AT LOCAT(ONS INDICATED, �} � I (� I ' 4. ALL CONNECTIONS OF SANITARY SEWER PIPE TQ MANHOLES SHALL BE MADE BY USING � f I P I I V G V E N E R�I� N �T E S ' K O R-N-S E AL AD A PTERS, OR APPROVED E QUAL. OR AS DIRECTED BY THE OWNER. WORDING TO BE 2'-4" IN HEIGHT. 5. ALL CONNECTIONS TO EXISTING MAINS SHALL BE COMPLETED WITH A CORE DRILL AND INSERTA TEE 7. 6'" CROSSWALK LINES TO BE PAINTED WHITE (FSC-17886) AT LOCATIQNS INDICATED, OR AS ` ` OR APPROVED EQUAL. CONNECTIONS TO EXISTING MAINS SHALL BE BETWEEN 35-DEGREES & QIRECTED BY THE OWNER. 1. ALTHOUGH SEVERAL PIPE MATERIAL GROUPS MAY BE SPECIFIED OR LISTED ON THE CONTRACT 45-DEGREES OF HORIZONTAL (SPRING LINE) 8. ALL TRAFFIC REGIlLATQRY LINING AND SIGNS SHALL BE REFLECTQRIZED. DOCUMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ONLY THE PIPE MATERIAL - �. 6. SANITARY SEWER PIPE, UNDER 12 INCHES SHALL BE GASKETED, DUCTILE IRON, WSDOT SECTION 9. ALL SIGNS AND TRAFFIC CONTROL SNALL CONFORM TO THE STANDARDS ESTABLISHED IN TNE IATEST GROUP 5PECIFIED FOR THAT FLUID SERVICE A7 NO ADDITIONAL COS7 TO THE OWNER. , 9-05.13, OR AS INDICA7ED ON THE DRAWINGS. EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." 2. IF A PIPE MATERIAL GRQUP IS NOT SPECIFIED OR LISTED ON THE CONTRACT DOCUMENT5, IT IS � 7. MANHOLES SHALL BE CONSTRUCTED PER WSDOT SEGTION 7-05. 10. DO NOT USE GLASS BEADS FOR PAVEMENT STRIPWG. THE CQNTRACTQR'S RESPONSIBILITY TO PROVIDE TNE PIPE MATERIAL APPROPRIATE FOR THAT FLUID - � � - 8. SEWER PIPE SHALL BE INSTALLED PER WSDOT SECTION 7-17.3. SERVICE AT NO ADDI110NAL COST TO THE OWNER. - 9. MANHOLES SHALL BE INSTALLED PER WSDOT SECTIQN 7.5.3. 3. PROVIDE DOUBLE CONTAINMENT FOR ALL CHEMICAL PIPING PER CODE REQUIREMENTS. 10. PRESSURE TEST ALL LINES PER WSDOT 7-17.3(2)E OR 7--17.3t2)F. 4. ALL EXPOSED PfPING TU 8E PAINTED IN ACCORDANCE WITH THE OWNER'S RECOI�MENDATIONS. .� a, � 5. NO APPARENT LEAKS SHALL BE PRESENT UNDER NORMAL OPERATING CONDITIONS. � 6. I�ISPECTION AND TESTING SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND � �'''�, ` � �� REGULATORY REQUIREMENTS. ' � � -� CV U 1 � I d�n- - 0 0 � CO ;4� N -. , Q . / � � 'L O ' � 3 " a ./ U � IS�UED F�R C�NSTRUCTI��1 ° SYM REVISION BY APPROVED DA7E SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE � ACCEPTABILITY NA7ALE 03.1�.16 (;ENERAL C�VIL N�TES �'o e�8�1 7HIS DESIGN AND/OR GHECKED g 16 sH��r Q3.18.16 4► • �� SPECIFICATION IS APPROVED GARGEYA 03.1 . . � �� o� APPROVED BY DEPT. DATE HARRIS 03.1$.'I6 r"��E SKYDROL-GLYCOL FACILITY � CHECKEd �o � HURLESS 03.18.16 �t�1��I�� -� �� � at _ � m JOB N0. COMP N0. 28911 APPR4YED " :} 17630644 ��,��'�at��rs��',°�titi� �. DWG N0. IONAL �' APPROVED EVERETT, INA 45-YD-CZ ,18,16 f.