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SITE DEMOLITION NOTES CITY OF EVERETT EROSION AND SEDIMENT CONTROL NOTES � �� � I ��1L��
<br /> . L THE CONTRACTOR SHALL PROVIDE, ERECT AN� MAMTAIN ALL TEMPORARY BARRIERS �, pppROVAL OF THIS EROSION AND SEDIMENT CONTROL (ESC) PLAN DOES NOT
<br /> AND SECURITY DEVICES AS NECESSARY. CONSTITUTE AN APPROVAL OF THE DRAINAGE DESIGN.
<br /> 2 THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT AND/OR CAPPING OF Z, THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, �
<br /> EXISTING UTILITIES WITH THE APPLICABLE UTILITY AGENCY, INCLUDING BUT NOT REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF
<br /> LIMITED T0� THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED
<br /> AND VEGETATION/LANDSCAPING IS ESTABLISHED. Heery Intemational Inc.
<br /> A. EXISTING WATER CONNECTIONS - CITY OF EVERETL � 100 East Pine Street, Suite 300
<br /> B. EXISTING NATURAL GAS CONNECTIONS - PUGET SOUND ENERGY. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY Orlando, Florida 32801 �
<br /> C. EXISTING TELECOMMUNICATIONS CONNECTIONS - PURVEYORS MAY WCLUDE BUT FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. �URING THE CONSTRUCTION PERIOD, 407.992.6300
<br /> ARE NOT LIMITED TO FRONTIER, WAVE, INTEGRA, BLACKROCK, COMCAST. NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE
<br /> D. EXISTING STORM DRAINAGE AND SANITARY SEWERS - CITY OF EVERETT. FLAGGMG SHALL BE MAMTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION
<br /> E EXISTWG POWER CONNECTfONS - SNOHOMISH COUNTY PUBLIC UTILITY OF CONSTRUCTION. AA 0002293
<br /> DISTRICT.
<br /> 3. EXCAVATfON FOR REMOVAL OF FOUNDATIONS, SLABS ON GRADE AND UTILITIES SHALL 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION
<br /> BE IN ACCORDANCE WITH THE PROJECT�S GEOTECHNICAL ENGWEERING REPORT BY HART WITH ALL CLEARING AND GRADING ACTNITIES, AND IN SUCH A MANNER AS TO ENSURE
<br /> CROWSER. THE CONTRACTOR SHALL COMPLY WRH THE REPORT RECOMMENDATIONS FOR ROADWAYSMORTVIOLATE APPL CABLE WATER QOALITY STAN�ARDS. DRAINAGE SYSTEM, S N OH O MIS H
<br /> PRMOR APPROVAL OF THE GEOTEC N CAL ENGWEERT EXCEED THOSE SLOPES WITHOUT T�/
<br /> 4. CAP OR PLUG UTILITY SERVICES AT THE LIMITS OF EXCAVATION OR AT THE LIMITS OF 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REOUIREMENTS FOR CO U N 1 1
<br /> ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC
<br /> WORK, UNLESS NOTED OTHERWISE. FACIUTIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO
<br /> ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. CO U RTH O U S E
<br /> 5 CONDUCTORS HAVELBEEN'DECOMMISSIONEDLPRIOR TO REMOVAL OF COMMUN C'ATIO SN AND 6. THE ESC FACILITIES SHALI BE INSPECTED ROUTINELY AND MAINTAWED BY THE RE N OVATION
<br /> TELEPHONE DUCTBANK CONDUIT AND VAULTS. APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY
<br /> AFTER STORM EVENTS. .
<br /> 6. DEMOLITION ASSOCIATED WITH ELECTRICAL LWES AND APPURTENANCES SHALL BE 7. THE ESC FACILITIES ON INACTNE SITES SHALL BE WSPECTED AND MAINTAMED A
<br /> COORDINATE� WITH THE ELECTRICAL DRAWINGS. DEMOLITION FOR SPECIF[C ELECTRICAL MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWMG A MAJOR STORM
<br /> ITEMS WDfCATED ON THE DEMOLITfON P�ANS SHALL NOT BE CARRIED OUT UNTfL EVENT.
<br /> POWER SOURCES TO THE ITEMS INDICATED FOR REMOVAL HAVE BEEN MADE SAFE �
<br /> 7. REMOVAL OF ELECTRICAL DUCTBANK, CONDUITS AND VAULTS SHALL FOLLOW PULLMG 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE projectnumber
<br /> OF CABLE AND CONDUCTORS AS SHOWN ON THE ELECTRICAL DRAWINGS. WITHW A TRAPPED CATCN BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL
<br /> BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT . HI-1309100
<br /> 8. REMOVE E%fSTING CONCRETE PAVEMENT TO FULL DEPTH. BASE COURSE MATERIAL MAY LADEN WATER WTO THE DOWNSTREAM SYSTEM.
<br /> REMAIN IN NEW PAVEMENT AREAS. � � consultants/constmction managers
<br /> 9. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE
<br /> 9. REMOVE EXISTING ASPHALT CONCRETE PAVEMENT TO FULL DEPTH. BASE COURSE KEPT CLE!!N FOR THE DURATION OF THE PROJECL MAG N U S S ON ri{ �
<br /> MATERIAL MAY REMAIN IN NEW PAVEMENT AREAS. 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND KLE MENC IC `�:_„..,._,
<br /> 10. PROTECT ALL EXISTING STRUCTURES AN� FOUNDATIONS INDICATED TO REMAIN DURING SEDIMENT TRACKED OFF THE SiTE ASSOCIATES � ['7
<br /> CONSTRUCTION. CONTRACTOR SHALL PROVIDE SHORWG AS REQUIRED IN ORDER TO N0T ��. pppROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE
<br /> IMPACT EXISTMG STRUCTURES� FOUNDATIONS AND RETAINING WALLS. WATER BODIES IF THE PROPOSE� BEST MANAGEMENT PRACTICES FAIL 50-omural + GvilEn9�neec
<br /> 11. PROTECT ALL EXISTING UTILITIES INDICATED TO REMAW FROM DAMAGE AT ALL TIMES �p. BARE AN�/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR
<br /> DURING CONSTRUCTION. .CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS REQUIRED NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7
<br /> TO ENSURE ADEQUATE PROTECTION OF UTILITIES TO REMAIN AND THEIR DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br /> APPURTENANCES. CONTRACTOR SHALL FiELD VERIFY EXISTING CONDITIONS PRIOR TO
<br /> COMMENCEMENT OF DEMOLITION OPERATIONS AND NOTIFY THE OWNER'S REPRESENTATIVE
<br /> OF ANY DISCREPANCIES. �
<br /> STORM DRAIN NOTES CITY OF EVERETT STORM DRAIN NOTES
<br /> 1. A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE �
<br /> IS IN PROGRESS. UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br /> 2. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND
<br /> PRIOR TO ANY PAVING. CONSTRUCTION STAN�ARDS AND SPECIFICATIONS AND THE WSDOT/APWA STAN�ARD
<br /> � SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITIONI.
<br /> 3. WSTALL CATCH BASIN INSERTS UNDER ALL CATCH BASIN AND AREA DRAIN GRATES
<br /> IMMEDIATELY AFTER MSTAL�ATION. PROTECTION SHALL BE REMOVED AFTER FMAL 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAMED FROM
<br /> PAVING AND/OR LAN�SCAPING HAS BEEN ESTABLISHED. AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE THE CONTRACTOR SHALL BE �
<br /> RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> 4. TOP ELEVATION FOR ALL CATCH BASINS WITH SOLI� COVER SHALL MATCH FINISH ADDITIONAL UTILITIES SHOWN. ff CONFLICTS WfTH EXISTING UTILITIES ARISE DURWG
<br /> GRADE. CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND
<br /> ANY CHANGES RE�UIRED SHALL BE APPROVE� BY THE CITY ENGMEER PRIOR TO
<br /> 5. UNLESS NOTED OTHERWISE, THE CONTRACTOR MAY USE ANY COMBINATION OF COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECL �
<br /> PREFABRICATED FITTINGS (TEES, BENDS AND WYES) AT LOCATIONS WHERE STORM
<br /> CONNECTION POINTS OF INTERSECTION (PI) ARE WDICATED. PREFABRICATED FITTINGS 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR W EASEMENTS MUST BE
<br /> MAY BE ADJUSTED AS RE�UIRED TO MAWTAIN POSITIVE SLOPE AND DRAINAGE. WHERE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. � seallsignature
<br /> SPECIPICALLY WDICATED, THE CONTRACTOR SHALL PROVIDE THE FITTWGS AS SHOWN.
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCfLED OR STAMPED 'DUMP NO WASTE, DRAINS M. GR
<br /> 6. COORDINATE POMTS AN� ELEVATIONS SHOWN FOR ALL CATCH BASINS, CLEANOUTS, AND TO STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE ��Poe wnm,FFJy
<br /> AREA DRAINS ARE TO THE CENTER OF THE FRAME AND GRATE OR COVER, UNLESS PoR THE PROJECT. �,.�' �'r F' �
<br /> NOTED OTHERWISE.
<br /> 7. ALL TRENCHING AND BEDDING FOR STORM DRAINS SHALL CONFORM TO CITY OF -,,,,, �,�
<br /> EVERETT STANDARDS. ��FssroNn�. E��`�yi9
<br /> B. ALL STORM DRAIN MANHOLES ARE 48 INCHES W DfAMETER, UNLESS NOTED OTHERWISE. ��II
<br /> 9. ALL CATCH BASINS ARE TYPE I, UNLESS NOTED OTHERWISE � issuedfor date
<br /> 10. COORDINATE POINTS AND ELEVATIONS SHOWN FOR ALL MANHOLES ARE TO CENTER OF CONSTRUCTION 05/04/2018
<br /> STRUCTURE, UNLESS NOTED OTHERWISE.
<br /> DOCUMENTS .
<br /> item date
<br /> FOUNDATION DRAIN NOTES
<br /> 1. ALL FOUNDATION AND UNDERSLAB DRAINAGE CLEANOUTS SHALL BE AS INDICATED WITH
<br /> LOCKING LIDS MARKED "FD"
<br /> 2. FOUNDATION AND UNDERSLAB DRAINS SHALL BE SLOPED AT A UNIFORM GRADE BETWEEN
<br /> INVERT ELEVATIONS SHOWN. � � - � - � - - - � � � �
<br /> ' 3. MINIMUM SLOPE OF FOUNDATION DRAINS IS 020 PERCENT UNLESS NOTED OTHERWISE. � �
<br /> S 4. ALL FOUNDATION DRAMAGE PIPING SHALL CONNECT TO THE STORM DRAINAGE SYSTEM
<br /> i AS INDfCATED.
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<br /> 5. ALL FOUNDATION AND UNDERSLAB DRA[NAGE FITTINGS SHALL BE MANUFACTURED
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<br /> BENDS, WYES & TEES. ROLL FITTINGS AS REQUIRED TO MAKE CONNECTIONS.
<br /> � 6. ALL VERTICAL DRAINAGE MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE
<br /> g MANUFACTURER�S RECOMMENDED MSTALLATfON PROCEDURES.
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<br /> � 7. ALL FOUNDATION DRAW PIPING WHICH PASSES THROUGH STRUCTURAL WALLS SHALL BE _
<br /> SLEEVED. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
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<br /> > 8. UNLESS NOTED OTHERWISE, THE CONTRACTOR MAY USE ANY COMBINATION OF
<br /> o PREFABRICATED FITTINGS (TEES, WYES, BENDS) AT LOCATIONS WHERE DRAfN
<br /> � CONNECTIONS POINTS OF MTERSECTION ARE INDICATED. FITTINGS MAY BE ADJUSTED
<br /> � AS REOUIRED TO MAINTAIN POSITNE SLOPE.
<br /> F 9. SEE STRUCTURAL DRAWINGS FOR BUILDWG FOUNDATION SIZE, SLAB ON GRADE DEPTH
<br /> � AND FOUNDATION AND SLAB ON GRADE ELEVATIONS.
<br /> �
<br /> = 10. RfM ELEVATION FOR ALL CLEANOUT RWG AND COVER SHALL MATCH FINISH GRADE �
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