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<br /> � WATER NOTES GENERAL �ONSTRUCTION NOTES EROSION & SEDIMENTATION CONTROL NOTES
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<br /> A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION 1. CONTRACTOR SHALL PROVIDE ALL MATERIALS, �A80R AND EQUIPMENT TO CONSTRUCT AND INSTALL, THE DESIGN SHOWN, AS � � �' Z N' � r
<br /> DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, DI5INFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL DETAILED OR CALLED OUT IN THESE PLANS. THE CQNTRACTOR SHALL BE FULLY RESPONSIBLE FOR BEING FAMILIAR WITH THE G E N E R A L E R O S I O N C O N T R O L N O T E S W W � � � U
<br /> A TEST RESULTS. PROVISIONS AND REQUIREMENTS OF" THE CITY OF EVERET-f DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATlONS FOR � z • ._ �
<br /> DEVELOPMENT. 1. AN EROSION/SEDIMENTATION CONTROL (ESC) PLAN IS REQUIRED FOR THIS PROJECT. IMPLEMENTATION OF THE ESC PLAN AND C � _ � `��
<br /> B. CONIdECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE 8Y THE PUBLIC WORKS DEPARTMENT AT THE C O N S T R U C T I O N, M A I N T E N A N C E, A N D U P G R A D I N G O F T H E E S C F A C I U T I E S A R E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R U N T I L A L L - � ¢ N � � �'
<br /> DEVELOPER S EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR 2. THE ENGINEER HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES. APPEARANCE ON THESE CONSTRUCTION IS COMPLETE D AND A CC EPT ED B Y T H E C I T Y O F E V E R E T T, O R U N T I L V E G E T A T I O N I S E S T A B U S H E D T H R O U G H O U T THE Q � �
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<br /> EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND T1ME AT WH1CH THE P�ANS, HOWEVER, DOES NOT GUARANTEE THE ACGURACY AND COMPLETENESS OF THE LOCATION OR EXISTENCE OF THESE SITE, AND ACCEPTED BY THE CITY OF EVERETT. m �
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<br /> CONNECTION SHALL BE MADE. UTILITIES AND/OR SUBSTRUCTURES. THE CONTRACTOR IS REQUIRED TO TAKE ALL REQUIRED PRECAUTIONARY MEANS TO o C �-- t- � � -
<br /> LOCATE AND PROTECT ALL EXISTING UTILITIES AND SUBSTRUCTURES WHETHER SHOWN OR NOT, PRIOR TO EXCAVATION IN 2. APPROVAL OF THE ESC PLAN DOES NOT CONSTITUTE APPROVAL OF ANY OF THE PROPOSED ROAD, STORM DRAINAGE, GRADING OR Q � ¢
<br /> C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. ANY AREA. 7HE CONTRACTOR SHALL MEET AT THE JOB SITE WITH REPRESENTATIVES OF THE UTILITY DISTRICTS OR UTILITY DESIGN ELEMENTS SHOWN ON THE ESC PLAN. w � � o ,� � •
<br /> COMPANIES AND OTHER OWNERS WHICH MAY HAVE EXISTING FACILITIES AND TO DISCUSS THEIR PROTECTION. a W «' � � � �
<br /> D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. THE CITY OF 3. THE EROSION/SEDIMENTATION CONTROL MEASURES SHOWN ARE THE MINIMUM REQUIREMENTS OF THE ANTICIPATED SITE CONQITIONS.
<br /> EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MU5T BE NOTIFIED AT LEAST 24 HQURS PRIOR TO COMMENCEMENT OF 3. THIS PLAN MAY NOT SHOW ALL EXISTING UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. PRIOR TO THE CONTRACTOR 5HALL INSPECT AND MAINTAIN THESE ESC MEASURES DAILY, AND SHALL MAINTAIN AND UPGRADE THESE �
<br /> CONSTRUCTION. CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTIUTIES. CALL THE UNDERGROUND MEASURES AS NECESSARY TO PREVENT SEDIMENT-LADEN WATER FROM EITHER FLOWING OFF SITE, OR INTO NEW/EXISTING STORM �
<br /> UTILITY LOCATION SERVICE AT 811 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION. ANY CONFLICTING UTILITIES SHALL BE DRAINAGE FACILITIES. � ��� N
<br /> E. THE DEVELOPER OR THE DEVELOPER�S AUTHORIZED AGENT SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON RELOCATED PRIOR TO CONSTRUCTION OF ROAD AND DRAINAGE FACILITIES. � ,
<br /> WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE ROCK CONSTRUCTION ENTRIES AT ANY AND ALL LOCATtONS USED TO '`��'` �`' � o f`�
<br /> 4. THE CONTRACTOR SHA�L HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE ENTER OR EXIT THE PROJECT SITE. � � �'��, `�'' '��
<br /> B F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND CONTRACTOR AT THE JOB SITE DURING ALL WORKING HOURS. ,� 3 `�� � � � ;:t;: ,
<br /> NON-POTABLE CONVEYANCE SYSTEMS. 5. ANY DISTURBED AREAS, EXCEPT FOR POND BOTTOM AND SLOPES, WHICH WOULD BE LEFT BARE FOR MORE THAN 7 DAY5 AND NOT �,, o �� � .
<br /> 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL UNIFORM TRAFFIC CONTROL INTENDED TO BE REWORKED WITHIN 30-45 DAYS SHALL BE SEEDED WITH A FAST STARTING GRASS SUCH AS ANNUAL RYE OR w ��e
<br /> G. RLL CITY OF EVERETT VALVES SHALL BE OPERATEQ BY PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW DEVICES (MUTCD) AS REQUIRED. PRIOR TO D15RUPTION OF ANY TRAFFIC, A TRAFFIC PLAN SHALL BE PREPARED AND APPROVED EQUA� AT A RATE OF 60 LBS. ACRE. � � �S �� '
<br /> AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. SUBMITTED TO THE CITY OF EVERETT F'OR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL / ¢ � � �
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<br /> IS IN PLACE. 6. GRADED POND AREAS, WHICH WOULD BE LEFT BARE FOR MORE THAN 7 DAYS, SHALL HAVE A MULCH APPLIED AT A RATE OF TWO �
<br /> 1. THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT WILL CUT IN TWO NEW LINE VALVES ON THE EXISTING 6" MAIN TO THOUSAND POUNDS PER ACRE. MULCH SHALL BE A VIRGIN WOOD CELLULOSE FIBER SPECIALLY PROCESSED AS A HYDROSEEDING
<br /> FACILITATE OPEN CUT EXCAVAl10N. 6. ALL TESTING TO BE IN ACCORDANCE WITH THE CITY OF EVERETT DESIGN RND CONSTRUCTION STANDARDS AND MULCH AND CONTAINING NO GROWTH OR GERMINATION INHIBITING FACTORS, IF POND CONSTRUCTION HAS BEEN COMPLETED,
<br /> 2. THE CONTRACTOR SHALL REMOVED THE EXiSTING WATER MAIN ALONG THE PROPERTY FRONTAGE AND PROCEED WITH SPECIFICATIONS FOR DEVELOPMENT. INCLUDING DRAINAGE STRUCTURES AND HAVE RECEIVED FINAL INSPECTION APPROVAL, THEY SHALL 6E HYDROSEEDED. BASED °O 0O � �
<br /> UPON DIRECTION FROM THE INSPECTOR, A TACKFIER MAY BE REQUIRED.
<br /> EXCAVATION. 7. THE CONTRACTOR SHALL PR(�VIDE THE DESIGN ENGINEER WITH RECORD DRAWINGS PRIOR TO FINAL APPROVAL. AL� N o c° �
<br /> DEVIATIONS FROM THE ORIGINAL PLANS MADE DURING THE COURSE OF THE rONSTRUCTiON INCLUDING LOCATIONS, INVERTS, 7. DUST CONTROL: AN APPROVED METHOD OF DUST CONIROL, MEETING THE REQUIREMENTS OF LOCAL REGULATIONS, SHALL BE N M �, �-
<br /> 3. THE CONTRACTOR WILL INSTALL NEW 8" CL 52 D.I. WATER MAIN AND APPURTENANCES. AND DEPTHS OF UTILITIES SHOULD BE CLEARLY MARKED ON THE RECORD DRAWINGS. UTILIZED DURING CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MATERIALS WHICH SPILL tR_-
<br /> ONTQ �OGAL STREETS DURING THE TRANSPORTATION OF THE EQUIPMENT. SHOULD A SPILL OCCUR, THE CON�TRACTOR SHALL f '`
<br /> 4. THE CONTRACTOR SHALL PROVIDE PRESSURE TESTING, DISINFECTION AND FLUSHING OF NEW WATER MAIN AND g, THE CONTRACTOR SHALL BE RESPON5IBLE FOR CLEANING DIRT, MUD, AND OTHER CONSTRUCTION DEBRIS WHICH MAY REMOVE THE MATERIAL BY THE END OF THE WORK DAY. NO MATERIAL SHALL BE ALLOWED TO SET, DRY, OR BE WASHED INTO 'y '-
<br /> APPURTENANCES. ACCUMULATE ON PAVED STREETS ADJACENT TO THE SITE AS A RESULT OF THE CONSTRUCTION ACTIVITY. CLEAN�NG SHA�L ADJACENT STORMWATER �ACILIT1ES. ;
<br /> C 5. THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT WILL MAKE THE FINAL CONNECTION BETWEEN NEW AND EXISTING gE ON AN "AS NEEDED» BASIS USING SWEEPING AND WATER. THE CONTRACTOR MUST PROTECT ALL EXISTING FACILITIES ; .
<br /> FROM DIRT /DEBRIS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING AND MAINTAINING THE CONSTRUCTION STORMWATER POLLUTION � vi
<br /> WATER MAINS. F- •
<br /> PREVEN110N PLAN. Z ''
<br /> 6. THE CITY OF EVERETT WATER DEPARTMENT WILL PROVIDE EST►MATES TO THE OWNER FOR THEIR SCOPE OF WORK. 9• ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF EVERETT DESIGN AND CONSTRUCTION ; � '
<br /> STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT REQUIREMENTS UNLESS NOTED OTHERWISE. ; o
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<br /> 7. TRENCHING AND BACKFILL SHALL COMPLY WITH COE DTL 326 AND 614. 10. ALL APPROVALS AND PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. EROSiON CONTROL MAINTENANCE NOTES � �' ~
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<br /> ABSENCE OF THE PERMIT MAY RESULT IN AND iMMEDIATE SHUT DOWN OF WORK AND POSSIBLE REMOVAL OF THOSE ITEMS � � �, �
<br /> CONSTRUCTED WITHOUT THE PERMIT. o z z v �
<br /> 1. SEDIMENT BARRIER5 SHALL BE INSPECTED IMMEDIATELY AFTER EACH RUNOFF-PRODUCING RAINFALL AND AT LEAST DAILY DURING �
<br /> STORM DRAINAGE NOTES 11. THE CONTRACTOR SHALL NOTIFY THE CITY OF EVERETT AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. PROLONGED RAINFALL OF 24 CONTINUOUS HOURS OR 48 HOURS IN ANY ONE WEEK. � o o m � °=
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<br /> 12. S�HEDULING INSPECTIONS FOR ALL PHASES OF THE WORK ARE THE RESPONSIBILITY OF THE CONTRACTOR AND HIS Z. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. <
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTi� IT HAS BEEN INSPECTED, DESIGNATED REPRESENTATIUE. FAILURE TO CALL FOR INSPECTIONS WILL RESULT IN EXCAVATING OR FURTHER TESTING TO
<br /> TESTED, AND ACCEPTED BY THE CITY OF EVERETT. ENSURE COMPLIANCE WITH THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RUNOFF-PRODUCING RAWFALL. THEY MUST BE REMOVED WHEN THE LEVEL •
<br /> DEVELOPMENT. OF DEPOSITION REACHES APPROXIMATELY � THE HEIGHT OF THE FILTER FABRIC BARRIER, OR � THE DEPTH OF THE CUTOFF DITCH, � �•
<br /> 2. ALL WORK AND MATERIAL SHALL CONFC7RM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS ANQ OR � THE VOLUME OF THE SEDIMENT POND.
<br /> � S P E C I F I C A T I O N S A N D T H E W S D O T/A P W A S T A N D A R D S P E C I F I C A T l O N S F Q R R O A D, B R I D G E, A N D M U N I G I P A L C O N S T R U r T I O N 13. IT IS THE RESPONSI8ILITY OF TNE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON THE CONSTRUCTION SITE N �
<br /> 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE ESC STRUCTURE tS NO LONGER REQUIRED SHALL BE DRESSED TO � � � � �
<br /> (CURRENT EDITION). AT ALL TIMES. � �` �-
<br /> , CONFORM TO THE EXISTING GRADE, PREPARED AND HYDRO f HAND SEEDED AT THE SAME RATE AS THE POND. .
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR 14. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF EVERETT. ` ..
<br /> � CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY 5. ALL TEMPORARY AND PERMANENT ESC PRACTICED SHALL BE MAINTAINED AND PREPARED AS NEEDED TO ASSURE CONTINUED �;; a, Y
<br /> Z ADDI110NAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL 15. PRIOR TO BACKFILL ALL UTILITIES AND APPURTENANCES SHAI.L BE INSPECTED AND APPROVED BY THE CITY OF EVERETT PERFORMANCE OF THEIR INTENDED FUNCTION. � •• o � � L +
<br /> n NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR CONSTRUCTION INSPECTOR. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES o Z � � 3 � c� °-�::
<br /> � AND OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S 6. ALL TEMPORARY ESC MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE � � •o -� �> � � o ��y; .
<br /> g TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. RESPONSIBILITY TO NOTIFY THE CITY OF EVERETT FOR THE REQUIRED INSPECTIONS. TEMPORARY BMP'S ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL ¢ � � � � � � N ,
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<br /> � AREAS RESULTING FROM REMOVAL WITHOUT PERMISSION OF THE ENGINEER OR INSPECTOR WHICH RESULTS !N CONTAMINATION OF
<br /> -� 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND �6. ALL VALVE BOXES, MANHOLE LiDS AND CATCH BASIN RIMS SHALL BE SET TO NOT CONFLICT WITH CURB LINES, SIDEWALKS STORM FACILITIES, WATERS OF THE STATE, OR ROADS SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO REMEDY. �
<br /> a GRADE PRIOR TO STARTING CONSTRUCTION. OR OTHER DECORATIVE ELEMENTS UNLESS NOTED ON THE PLANS. CONTRACTOR SHALL LAY OUT CURBING BEFORE SETTING • �•
<br /> � UTILITY APPURTENANCES.
<br /> = 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED `�UMP NO WA5TE, DRAINS TO STREAM, �AKE, RIVER, PUGET
<br /> , o SOUND, OR WETLAND." CHOOSE APPROPRlATE FEATURE FOR THE PROJECT GENERAL GRADING NOTES
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<br /> � E GENERAL DEMOLITION NOTES 1. EXCAVATION AND EMBANKMENT SNALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE CITY OF EVERETT DESIGN AND
<br /> ^ CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT, AND THE PROJECTS GEOTECHNICAL REPORT. ALL COMPACTION
<br /> N SEWER NOTES 1. THE CONTRACTOR SHALL OBTAlN WRITTEN PERMISSION FROM ALL UTILITY COMPANIES PRIOR TO ANY DEMOLITION WORK OR OF SUBGRADES, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE CITY OF EVERETT DESIGN AND CONSTRUCTION W
<br /> �� DISCONNECTION OF RNY SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT AND THE GEOTECHNICAL RECOMMENDATIONS UNLESS SPECIFIED OTHERWISE IN �
<br /> " A. ALI� WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA STANDARD REQUIREMENTS OF THE RESPECTIVE UTIUTY COMPANIES. THESE PLANS. � � �`���
<br /> � SPECIFICAl10NS. �� � ,
<br /> � 2. ALL VACATED UTILITIES INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER AND WATERMAINS SHALL BE 2. ALL FINISNED GRADING ELEVATIONS SHALL MATCH EX. ELEVATIONS AT THE SITE'S BOUNDARY, EXCEPT AS SHOWN OTHERWISE ON .�
<br /> � B. NO PART OF THE SANITARY SEWER SYSTEM SHAL� BE COVERED, CONCEALED OR PUT !N1'0 USE UNT1L IT HAS BEEN COMPLETELY REMOVED FROM THE GROUND UNLESS OTHERWISE SPECIFIED. THESE PLANS. WHERE CONFLICTS EXIST, THE CONTRACTOR SHALL NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR TO � �
<br /> N TESTED, INSPECTED, AND APPROVED BY THE CITY INSP�CTOR. PROCEEDING. � � �•
<br /> � 3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES WHICH ARE TQ REMAIN IN SERVICE, INCLUDWG BUT � Q
<br /> � C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FQR NOT LIMITED TO GAS, ELECTRICAL, TELEPHONE LINES, WATER, SANITARY AND STORM SEWER LINES. 3. GRADING: ALL GRADING SHALL BE LIMITED TO THE AREAS IDENTIFIED IN THE GRADING PLAN AND SHALL NOT INFRlNGE ON �"�/ �
<br /> o CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ADJACENT OWNER5HIPS. LL `�j �
<br /> � ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE OURING CONSTRUCTION, THE 4. NO EXISTING UTILITY, STRUCTURES OR UNDERGROUND IMPROVEMENT SHALL BE ABANDONED IN PLACE WITHOUT THE WRITTEN ,
<br /> � CONTRACTOR SHALL N071�'Y THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE PERMISSION OF THE ENGINEER, QWNER AND GOVERNING AGENCY. 4. SOIL CUT SLOPES SHALL NOT EXCEED THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER � � �
<br /> � CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. .� W
<br /> , `� 5. ALL DEMO�ITION WORK SHALL BE PERFORMED IN ACCQRDANCE WITH ALL STATE AND LOCAL CODES AND REQUIREMENTS. THE 5. ALL CURB AND GUTTER, STREET GRADES, AND ANY OTHER VERTICAL AND OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN � O
<br /> � D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS INCLUDING BUT NOT LIMITED TO HAZARDOUS ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. W � C� �:.-
<br /> LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. MATERIALS, DISPOSAL, AND HOURS OF OPERATION. W h. ,
<br /> � 6. FORM AND SUBGRADE INSPECTION BY THE INSPECTOR IS REQUIRED BEFORE POURING THE CONCRETE CURB. TWENTY-FOUR HOURS
<br /> � 6. THE CONTRAGTOR IS RESPONSIBLE FQR OBTAINING AL� REQUIRED PERMITS FOR SITE DEMOLITION. COST OF ALL PERMITS IS NOTICE IS REQUIRED FQR FQRM INSPECTION. � m �
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<br /> � THE RESPONSIBILITY OF THE CONTRACTQR AND SHALL BE INCLUDED AS PART OF THE CONTRACT. � � W
<br /> N 7. THE CONTRACTOR SHALL GONTACT THE ENGINEER IMMEDIATELY IF GROUND WATER OR EVIDENCE OF GROUND WATER IS
<br /> Q 7. ALL EROSION CONTROL MEASURES QESIGNATED FOR THE SITE SHALL BE IN PLACE PRlOR TO THE START OF ANY DEMOLITION ENCOUNTERED. T �
<br /> ACTIVITIES.
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<br /> � 8. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH �
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<br /> 8. ANY CONDITIONS WHICH MAY BE UNCOVERED DURING THE PROCESS OF DEMOLITION SHALL BE BROUGHT TO THE ATTENTION OF ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH WASHINGTON STATE DEPARTMENT OF TRANSPOR7A710N STANDARD
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<br /> i ° = OWNER, DEVELOPER AND ENGINEER IMMEDIATELY. SPEGIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER THE EXISTING TO PROVIDE FOR A SEAL AT THE SAWCUT �
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<br /> � s � LOCATION AND THE JOINT SEALED WITH GRADE AR-4�OW PAVING ASPHALT.
<br /> �, � � 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE PRQPERTY FOR TYPE AND QUANTITY OF DEMOLITION
<br /> �,�_ � REQUIRED, PRIQR TO SUBMISSION OF A BID. �;;
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<br /> Q ` ��� 10. TNE CONTRACTOR SHALL HAVE WATER ON SITE FOR DUST ABATEMENT AT ALL TIMES DURING DEMOLITION ACTIVITIES. � "`��`�'
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<br /> � � " �'� G 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE DI5POSAL OF ALL DEBRIS. BURNING ON SITE SHALL NOT BE �
<br /> a E� o PERMITTED. NO DEBRIS INCLUDING CONCRETE OR ASPHALT MAY BE PLACED IN ANY FILL AREA. COORDINATION WITH THE � �
<br /> � �o � GEOTECHNICRL ENGINEER iS REQUIRED PRIOR TO PLACEMENT. '`..
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<br /> � � � 0 5HEET TITLE:
<br /> � 12. ANY DAMAGE TO PUBLIC UTILITIES OR ADJACENT PROPERTIES AS A RESULT OF DEMOLITION ACTIVlTIES SHALL BE THE
<br /> � � �� �� RESPONSIBILITY OF THE CONTRACTOR. REPAIRS SHALL BE MADE IN A TIMELY MANNER TO THE SATISFACTION OF THE GENERAL NOTES
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<br /> � " °c 13. DURING THE COURSE OF DEMOLITION, THE CONTRACTOR SHALL PROVIDE SECURITY FENCING AND OTHER PRECAUTIONARY UNDERGROUND SERVICE ALERT
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<br /> N a 3 o SAFETY MEASURES AS NECESSARY. � � ONE-CALL NUMBER
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<br /> � SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M.
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