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<br /> BCRA GENERAL NOTES: BCRA GRADING NOTES: oQ
<br /> � 1. ALL WORK, MATERIALS,AND TESTING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION ISSUED PRIOR TO BID DATE OF THE WASHINGTON STATE 1. ADA COMPLIANCE: � o
<br /> DEPARTMENT OF TRANSPORTATION 5TANDARD SPECIFICATIONS FOR ROAD, BRIDGE,AND MUNICIPAL CONSTRUCTION (WSDOT STD.SPEC.), DELETE a. SHALL BE IN ACCORDANCE WITH CFR 28, PART 35; � �
<br /> MEASUREMENT AND PAYMENT PROVISIONS,AND WSDOT STANDARDS PLANS (WSDOT STD. PLANS), EXCEPT AS MODIFIED BY THE CONTRACT � o �'
<br /> b. FOR WORK IN THE RIGHT-OF-WAY CFR 28 PART 35 SHALL BE SUPPLEMENTED BY THE PUBLIC WORKS RIGHTS OF WAY ACCESSIBILITY GUIDELWES
<br /> DOCUMENTS. ALL REFERENCES TO OTHER STANDAROS AND SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION ISSUED PRIOR TO BID ' ' � w
<br /> DATE. (PROWAG)AND CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS. �"� �
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<br /> 2. EXISTING TOPOGRAPHY AND BOUNDARY INFORMATION PROVIDED BY MEAD GILMAN &ASSOCIATES, 11/03/17. c. ALL SITE IMPROVEMENTS SUBJECTTO THE AMERICAN WITH DISABILITIES ACT(ADA)STANDARDS FOR ACCESSIBLE DESIGN SHALL MEET THE o �
<br /> FOLLOWING MAXIMUM SLOPES. IT IS THE SOLE RESPONSIBIL►TY OF THE CONTRACTOR TO REMOVE AND REPLACE IMPROVEMENTS OUT OF N z ' .
<br /> 3. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL BRING ANY DISCREPANCIES TO THE ATfENTION OF THE ENGINEER PRIOR TO COMPLIANCE WITH THE ADA STANDARDS. " � •
<br /> UNDERTAKING THE AFFECTED WORK. o v �
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<br /> 4. ANY DISCREPANCY IN THESE DRAWWGS, SPECIFICATIONS,AND/OR THE SITE CONDtTIONS SHALL BE REPORTED TO THE ENGINEER,WHO SHALL ADDRESS 2, THE FOLLOWING MAXIMUM SLOPES SHALL NOT BE EXCEEDED UNLESS NOTED ON THE PLAN AS A"MAXIMUM EXTENT FEASIBLE" (MEF) LOCATION: � a
<br /> SUCH DISCREPANCY IN WRITWG AFTER REVIEWING ANY CHANGES. ANY WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCY M M �
<br /> SHALL BE DONE AT THE CONTRACTOR'S RISK. VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY a. LONGITUDINAL/RUNNING SLOPE OF WALKWAYS AND CROSSWALKS:5.00% W N �
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<br /> WORK. b. CROSS SLOPE OF SIDEWALK: 2.00%
<br /> 5. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS,VERIFY LOCATION AND c. LONGITUDINAL/RUNNING SLOPE OF RAMP:8.33% s�+�
<br /> ELEVATION OF EXISTING UTILITtES. IN THE EVENT OF ANY DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS,CONTRACTOR SHALL
<br /> NOTIFY THE ENGINEER IMMEDIATELY. d. CROSS SLOPE OF RAMP: 2.00%
<br /> a. THE LOCATION OF EXISTING UTIUTIES SHOWN MAY DIFFER FROM ACTUAL LOCATION.CONTRACTOR SHOULD NOT ASSUME UTILITIES SHOWN WILL BE e. LONGITUDINAL/RUNNING SLOPE OF LANDING: 2.00%
<br /> THE ONLY UTILITIES/OBSTACLES THAT MAY BE PRESENT ON THE SITE.VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY f. CROSS SLOPE OF LANDING: 2.00%
<br /> ANTICIPATED FEATURES.GIVE NOTICE TO UTILITY PURVEYORS REGARDING DEMOLITION AND REMOVAL OF SERVICE LINES AND CAP LINES BEFORE ,
<br /> PROCEEDING WITH FURTHER WORK. g. TOP OF CURB SLOPE AT RAMP FLARE: 10.00% ,��, ��� (��
<br /> 6. AS-BUILT RECORD5: KEEP THREE SETS OF DRAWINGS ONSITE AT ALL TIMES FOR RECORDING AS-BUILT INFORMATION. ONE SET SHALL BE PROVIDED TO h. FLOW LINE SLOPE AT PEDESTRIAN CROSSING: 2.00% ��",r`��,„� ���'��
<br /> THE ENGINEER AND ONE TO THE CiTY OF EVERETT CITY ENGINEER. ONE ELECTRONIC SET OF AS-BUILT DRAWINGS IN PORTABLE DOCUMENT FORMAT 3. REFER TO GEOTECHNICAL ENGINEERING REPORT BY LIU &ASSOCIATES, INC., DATED OCTOBER 25, 2012 FOR INFORMATION ON EXISTING SITE CONDITIONS � � � �,
<br /> (PDF) MAY BE PROVIDED IN I.IEU OF MULTIPLE COPIES.SURVEYED AS-BUILT INFORMATION IN AUTOCAD ANQ PDF FORMAT SHALL BE PROVtDED FOR THE AS WELL AS SITE AND SOIL REQUIREMENTS FOR THIS PROJECT. -
<br /> FOLLOWING: 4. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT UNLESS OTHERWISE NOTED. *� �
<br /> a. STORM AND/OR SANITARY SEWER STRUCTURE LOCATIONS(STATION AND OFFSET IF APPLICABLE) INVERT AND RIM ELEVATIONS TO THE NEAREST 5. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS ANd GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. � ,�+ ��'�� e�, ,�.��
<br /> 0.01 FOOT. ���I��T���*�
<br /> b. DRIVEWAY/ROAD CENTERLINE AND GUTTER PROFILES AT BEGINNING AND ENDING STATIONS AND END OF RADII. 6. ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES,VALVE BOXES,VAULT LIDS AND UTILITY ACCESS STRUCTURES THAT WILL BE PRESERVED �'����� �;�
<br /> TO FINISHED GRADE WITHIN AREAS AFFECTED BY CONSTRUCTION. _'
<br /> c. WATER SYSTEM LOCATION (VALVES,FIRE HYDRANTS, BLOWOFF,AIR VAC ASSEMBLIES, ETC.)TO THE NEAREST 0.10 FEET. 7. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE TOPSOIL PER THE LANDSCAPE PLANS. Date:2018.05.30 15:54:05-07'00'
<br /> 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DEVELOPING, EXECUTING AND ENFORCING A SAFETY PLAN TO PROTECT WORKERS AND THE PUBLIC FROM g, UNLESS OTHERWISE NOTED INSTALL BIODEGRADABLE EROSION CONTROL BLANKET ON ALL SLOPES 3H:1V PER WSDOT 8-01.3(3). BLANKET SHALL MEET
<br /> INJURY OR HARM.THE PLAN SHALL CONFORM TO ALL LOCAL,STATE AND FEDERAL REGULATIONS AND INCLUDE THE FOLLOWING: THE WSDOT STD.SPEC.9-14.5(2). •
<br /> a. CONTRACTOR SHALL CONSULT WITH THEIR OWN GEOTECHNICAL ENGINEERING EXPERT FOR DETERMINING SOIL CLASSIFICATION RELATIVE TO SAFE .
<br /> SLOPING OF SOILS.
<br /> b. CONTRACTOR SHALL DETERMINE SAFE EXCAVATION AND DEWATERING METHODS, MONITOR EXCAVATIONS AND EARTHWORK OPERATIONS FOR
<br /> SAFETY CONCERNS AND PROVIDE SHORING AND OTHER PROTECTION AS REQUIRED TO PROTECT WORKERS.
<br /> c. IT IS NOT THE INTENT OF THE CONSTRUCTION DOCUMENTS TO DICTATE ANY UNSAFE CONSTRUCTION MEANS OR METHODS; CONTRACTOR SHALL
<br /> DETERMINE MEANS AND METHODS OF CONSTRUCTION CONFORMING TO THEIR SAFETY PLAN AS REQUIRED TO CONSTRUCT WORK SHOWN ON THE B C RA STO RM D RAI NAG E N OTES.
<br /> GONTRACT DOCUMENTS.
<br /> 8. PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES,AND/OR OTHER APPROPRIATE BEST MANAGEMENT PRACTICES; 1. ALLOWABLE GRAVITY STORM DRAINAGE CONVEYANCE PIPES AND FITTINGS(STORM DRAIN LINE/ROOF DRAIN LINE) CONFORMING TO WSDOT STD.SPEC.
<br /> COORDINATE MEASURES WITH OWNER AND AHJ. 7-04. THE FOLLOWING MATERIALS MAY BE USED, UNLESS OTHERWISE IDENTIFIED SPECIFICALLY ON THE PLANS:
<br /> 9. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDWG PROPERTIES AT ALL TIMES FOR THE DURATION OF THE PROJECT. a. SOLID WALL PVC STORM PIPE AND FITTINGS(PVC). MINIMUM COVER SHALL BE 3.00'.
<br /> b. CORRUGATED POLYETHYLENE STORM SEWER PIPE AND FITTWGS(CPEP). MINIMUM COVER SHALL BE 2.00'.
<br /> c. DUCTILE IRON SEWER PIPE AND FITTINGS,CLASS 52 (DI). MINIMUM COVER SHALL BE 1.00' ,
<br /> 2. ALLOWABLE UNDERDRAIN PIPES AND FITTINGS(FOOTING DRAIN LINE) CONFORMING TO WSDOT STD. SPEC 7-01:
<br /> a. PERFORATED POLYVINYL CHLORIDE UNDERDRAIN PIPE(PERF. PVC).
<br /> b. PERFORATED CORRUGATED POLYETHYLENE(PE) UNDERDRAIN PIPE(PERF. CPEP)
<br /> 3. INS7ALL ALL ROOF DRAIN LINES AT MINIMUM 1.00%SLOPE WITH 3.00' MINIMUM COVER. ROOF DRAIN LINES TO BE 6" PVC UNLESS OTHERWISE NOTED. `
<br /> 4. ROOF AND FOOTING DRAIN LINES ARE LOCATED ON PLANS FOR CLARITY AND ARE TO BE WSTALLED IN ACCORDANCE WITH STANDARD PRACTICE AND r
<br /> APPLICABLE CODES. �
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<br /> BCRA TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 5. ALLSTORMDRAINAGEANDROOFDRAINLINECLEANOUTSMUSTCOMPLYWITHTHECLEANOUTDETAIL. J
<br /> 6. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW LINE OF GU7TER(WHERE � -
<br /> 1. THIS PROJECT REQUIRES COVERAGE UNDER THE WASHINGTON STATE CONSTRUCTION STORMWATER GENERAL PERMIT; CONTRACTOR MUST MAINTAIN A APPLICABLE). �
<br /> COPY OF THE LATEST SAID PERMIT AND IS SOLELY RESPONSIBLE FOR COMPLIANCE WITH SAID PERMIT. 7. STATION AND OFFSET CALLOUTS FOR STORM ARE TO CENTER OF STRUCTURE.
<br /> 2. REVIEW THE STORMWATER POILUTION PREVENTION PLAN (SWPPP) REPORT INCLUDED IN THE BID DOCUMENTS. 8. PIPE LENGTHS NOTED ON THE PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. �
<br /> 3. EROSION AND SEDIMENT CONTROL(ESC) MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF CONSTRUCTION. 9. INSTALL ALL STORM DRAINAGE CATCH BASINS AND MANHOLES IN PAVED AREAS FLUSH WITH PAVEMENT. MANHOLES IN UNPAVED AREAS SHALL BE 6" Q
<br /> 4. ESC MEASURES ARE NOT LIMI7ED 70 THE ITEMS SHOWN ON THESE PLANS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND ABOVE FINISHED GRADE. LIDS SHALL BE LABELED"STORM." �
<br /> MAINTENANCE OF ALL ESC MEASURES. SILTATION OF EXISTING ORPROPOSED DRAINAGE FACILITIES SHALL NOT BE ALLOWED. 10. PROVIDE CATCH BASINS AND MANHOLES IN ACCORDANCE WITH WSDOT STD,SPEC. 7-05. �
<br /> 5. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL ESC MEASURES AS REQUIRED.THE CONTRACTOR SHALL PROVIDE ADDITIONAL E5C 11. REMOVE ALL SILT AND DEBRIS FROM EXISTING DRAINAGE PIPES AFTER CONTRIBUTING BASIN AREAS HAVE BEEN PERMANENTLY STABILIZED.
<br /> MEASURES AS DETERMINED NECESSARY BY THE PROJECT ENGINEER,OWNER OR INSPECTOR. FAILURE TO COMPLY WITH ALL LOCAL AND STATE ESC �
<br /> REQUIREMEN7S MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 12. PROVIDE, INSTALL AND TEST ALL STORM DRAINAGE SYSTEMS IN ACCORDANCE WITH WSDOT STD.SPEC. 7-04 AND THE TRENCH SECTION DETAIL.
<br /> 6. DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH),ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. 13. REFER TO MASTER SITE SPECIFICATIONS SECTION 33 4000 FOR ALLOWED MATERIALS. �
<br /> DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH),ALL SOILS THAT WILL BE UNCOVERED OR UNWORKED FOR 7 DAYS SHALL BE COVERED OR � ,
<br /> STABILIZED. STABILIZATION MEASURES SHALLINCLUDE, BUT ARE NOT LIMITED TO COVERING THE AFFECTED AREA(INCLUDING SPOIL PILES)WITH PLASTIC w
<br /> SHEETING,STRAW MATTING,JUTE MATfING,STRAW MULCH OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER '
<br /> PERMITS. � o •
<br /> 7. TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS,OR OFFSITE N
<br /> PRaPER,-�ES. BCRA UTILITY NOTES: � Q Q
<br /> 8. S T O R M S E W E R I N L E T S R E C E I V I N G R U N O F F F R O M T H E P R O J E C T D U R I N G C O N S T R U C T I O N S H A L L B E PRO T E C T E D S O T H AT SED IMENT-L ADEN W ATER W IL L BE 1. FIRE PROTECTION LINES AND STRUCTURES ARE SHOWN FOR BIDDING AND FOR REFERENCE ONLY. FIRE PROTECTION DESIGN TO BE COMPLETED BY FIRE W �' �S
<br /> FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. PROTECTION ENGINEER IN ACCORDANCE WITH WAC 212-80: PIPE SHALL BE DUCTILE IRON (DI) IN ACCORDANCE WITH WSDOT STD.SPEC, 7-09 WITH f- m �
<br /> 9. ALL CATCH BASINS IMMEDIATELY ADJACENT TO AND DOWNSTREAM WITHIN 500 FEET OF THE PROPOSED PROJECT SITE SHALL BE PROTECTED FROM RESTRAINED JOINTS FOR ENTIRE LENGTH. FIRE SERVICE LINE SIZE SHALL BE VERIFIED BY CONTRACTOR'S FIRE PROTECTION ENGINEER PRIOR TO W � O W
<br /> SILTATION. CONSTRUCTION.OBTAIN ALL REQUIRED PERMITS FOR INSTALLATION AND MODIFICATION OF THE UNDERGROUND SPRINKLER SYSTEM SUPPLY LINE � U �
<br /> 10. ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED UPON COMPLETION OF THE WORK.THE CONTRACTOR SHALL ENSURE THAT COMPLETE BEYOND THE WATER MAIN, INCLUDING THE UNDERGROUND FIRE DEPARTMENT CONNECTION (FOC) PIPING. ALL WORK SHALL COMPLY WITH THE LATEST O W o �
<br /> COVERAGE OF THE DISTURBED AREAS IS PROVIDED AND THAT GROWTH OF THE VEGETATION IS ESTABLISHED. REFER TO DOE STORMWATER INTERNATIONAL FIRE CODE(IFC)AS AMENDED BY WASHINGTON STATE,CITY OF EVERETT AND NFPA 24. � Z d- W
<br /> MANAGEMENT MANUAL FOR WESTERN WASHINGTON VOLUME II, BMP C120 FOR TEMPORARY AND PERMANENT SEEDING. 2. PROPOSED POWER/COMMUNICATION LINE ROUTING AND POLE LOCATIONS SHOWN FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS FOR DETAILS '
<br /> AND SPECIFICATIONS. RevisioNs
<br /> 3. INSTALL PIPES IN ACCORDANCE WITH WSDOT STD. SPEC. 7-08 AND TRENCH SECTION DETAIL. .
<br /> 4. REFER TO MECHANICAL PLUMBING AND ELECTRICAL PLANS FOR HORIZONTAL AND VERTICAL LOCATION OF UTILITY STUBS FROM BUILDING.
<br /> 5. ALL EXISTING WATER SERVICE LINES AND METERS THAT WILL NOT BE UTILIZED ARE TO BE RETIRED IN ACCORDANCE WITH EVERETT WATER
<br /> SPECIFICATIONS. COORDINATE IMPROVEMENTS WORK WITH EVERETT WATER.
<br /> 6. PROVIDE AND TEST SANITARY SEWERS IN ACCORDANCE WITH WSDOT STQ.SPEC.7-17, CITY OF EVERETT DESIGN &CONSTRUCTION STANDARDS AND
<br /> TRENCH SECTION DETAIL.
<br /> 7. PROVIDE AND TEST WATER MAINS IN ACCORDANCE WITH CITY OF EVERETT DESIGN &CONSTRUCTION STANDARDS(CH.S),THE TRENCH SECTION DETAIL,
<br /> � AND WSDOT STD. SPEC.7-09.
<br /> DATE
<br /> BCRA DEMOLITION NOTES. 05.29.2018 ,
<br /> BCRA N0. .
<br /> 1. THE DEMOLITION SHOWN IS NOT INTENDED TO BE AN EXHAUSTIVE LIST OF ITEMS TO BE DEMOLISHED. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY 14249
<br /> AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. DEMOLISH, REMOVE AND LEGALLY DISPOSE OF ALL EXISTING IMPROVEMENTS NECESSARY TO '
<br /> ACCOMMODATE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. OBTAIN ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. �RawNev:RJB oesicNeosv:SP �
<br /> 2. ALL CONSTRUCTION MATERIALS SHALL BE NEW EXCEPT FOR THOSE IDENTIFIED TO BE RELOCATED ON THE PLANS. RESTORE ANY ITEMS DAMAGED DURING REviEwEoev:JFR
<br /> CONSTRUCTION TO THE PRECONSTRUCTION CONDITION.
<br /> SHEET 71TLE
<br /> 3. REMOVE ALL EXISTWG UTILITIES WITHIN AND 10' OF THE BUILDING PAD AND BUILDING APPURTENANCES. PIPES THAT WILL SERVE NO PURPOSE WITH GENERAL NOTES
<br /> THIS PROPOSED PROJECT WITH MORE THAN 3' OF COVER IN THE FINAL CONDITION AND DO NOT CONFLICT WITH NEW UTILITIES,STRUCTURES, ETC. MAY
<br /> m BE DECOMMISSIONED AND ABANDONED IN PLACE.ABANDONED UTILITY PIPES MAY BE FILLED WITH SAND,GROUTED AND CAPPED. BACKFI�L TRENCHES
<br /> � AND COMPACT TO 95% MAX DRY DENSITY, UNLESS OTHERWISE NOTED. OTHERWISE COORDINATE WITH UTILITY PURVEYORS TO ADDRESS CONNECTIONS
<br /> o AT MAINS IN ACCORDANCE WITH UTILITY PURVEYOR STANDARDS.
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<br /> � 4. LIMITS OF DISTURBANCE ARE SHOWN PAST THE PROPERTY LWE FOR CLARITY. LAND DISTURBING ACTIVITY SHOULD NOT EXTEND ONTO ADJACENT ,
<br /> � PROPERTIES UNLESS OTHERWISE NOTED.
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<br /> �; � � 0 COPYRIGHT 2017-BCRA,INC.ALL RIGHTS RESERVED't-.- �
<br /> N BCRA SITE AND SUFACING NOTES: �:�� �� sHEET ' �.
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<br /> � 1. ALL DIMENSIONS ARE TO BOTTOM FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. '� � � � �
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<br /> o CIVIL PERMIT SET � .
<br /> IF SHEET MEASURES LESS THAN 24'X36",IT IS A REDUCED PRINT.REDUCE SCALE ACCORDINGLY
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