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GRADING NOTES CITY OF EVERETT NOTES
<br /> ZIAAMER GUNSUL FRASCA ARCHITECTS LLP
<br /> 1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT, GUTTER ELEVATION OR FINISHED STORM DRAIN NOTES
<br /> GRADE UNLESS NOTED OTHERWISE.
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE PORT�N°
<br /> 2. SEE LANDSCAPE DRAWINGS FOR GRADING OF LANDSCAPE BUFFER AREA AND GRAVEL UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT. SEATTLE
<br /> LOS ANGELES
<br /> PATHS. WASHINGTON DC
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARD NEW YORK
<br /> 3. ALL CURBS ARE 6 INCHES IN HEIGHT UNLESS NOTED OTHERWISE. SPECIFICATIONS OF WSDOT/APWA.
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM 925 Fourth Avenue
<br /> AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE Suite 2400
<br /> STORM DRAIN NOTES RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY Seattle, WA98104
<br /> ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING T 206 623 9414
<br /> CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND
<br /> 1. A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO F 206 623 7828
<br /> IS IN PROGRESS. COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. www.zgf.com
<br /> 2. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE consu�tants
<br /> PRIOR TO ANY PAVING. STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br /> 3. INSTALL INLET PROTECTION UNDER ALL CATCH BASIN AND AREA DRAIN GRATES 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE DRAINS CIVIL ENGINEER
<br /> IMMEDIATELY AFTER INSTALLATION. PROTECTION SHALL BE REMOVED AFTER FINAL TO STREAM, LAKE, RIVER, PUGET SOUND OR WETLAND.�� CHOOSE APPROPRIATE FEATURE
<br /> PAVING AND/OR LANDSCAPING HAS BEEN ESTABLISHED. FOR THE PROJECT. Magnusson Klemencic Associates
<br /> 1301 Fifth Avenue, Suite 3200
<br /> 4. TOP ELEVATION FOR ALL CATCH BASINS WITH SOLID COVER SHALL MATCH FINISH Seattle, WA 98101-2699
<br /> �RADE. SANITARY SEWER NOTES T 206-292-1200
<br /> 5. UNLESS NOTED OTHERWISE, THE CONTRACTOR MAY USE ANY COMBINATION OF 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND LANDSCAPE ARCHITECT
<br /> PREFABRICATED FITTINGS (TEES, BENDS AND WYES) AT LOCATIONS WHERE STORM WSDOT/APWA STANDARD SPECIFICATIONS. Site Workshop
<br /> CONNECTION POINTS OF INTERSECTION (PI) ARE INDICATED. PREFABRICATED FITTINGS 222 Eturia Street
<br /> MAY BE ADJUSTED AS REQUIRED TO MAINTAIN POSITIVE SLOPE AND DRAINAGE. WHERE 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT Seattle, WA 98109
<br /> SPECIFICALLY INDICATED, THE CONTRACTOR SHALL PROVIDE THE FITTINGS AS SHOWN. INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED AND APPROVED BY THE CITY T 206-285-3026
<br /> INSPECTOR.
<br /> 6. COORDINATE POINTS AND ELEVATIONS SHOWN FOR ALL CATCH BASINS, CLEANOUTS, AND ELECTRICAL ENGINEER
<br /> AREA DRAINS ARE TO THE CENTER OF THE FRAME AND GRATE OR COVER, UNLESS 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM STANTEC CONSULTING SERVICES
<br /> NOTED OTHERWISE. AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE . 4100194th Street, Suite 400
<br /> RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY Lynwood, WA 98036-4613
<br /> 7. ALL TRENCHING AND BEDDING FOR STORM DRAINS SHALL CONFORM TO CITY OF ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE T 206-667-0553
<br /> EVERETT STANDARD DRAWING NUMBER 610 AND 611. DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR
<br /> AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
<br /> 8. ALL STORM DRAIN MANHOLES ARE TYPE 3, 48 INCHES DIAMETER, UNLESS NOTED COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br /> OTHERWISE. 4. ALL PUBLIC SANITARY SEWER MAINS MUST BE STAKED WITH AN EASEMENT TO THE
<br /> 9. ALL CATCH BASINS ARE TYPE A, UNLESS NOTED OTHERWISE. CITY OF EVERETT. EASEMENTS TO BE RECORDED AFTER INSTALLATION AND PRIOR TO
<br /> FINAL APPROVAL OF PERMIT BY PUBLIC WORKS INSPECTOR.
<br /> 10. COORDINATE POINTS AND ELEVATIONS SHOWN FOR ALL MANHOLES ARE TO CENTER OF
<br /> STRUCTURE, UNLESS NOTED OTHERWISE. WATER DISTRIBUTION NOTES
<br /> 11. SEE LANDSCAPE DRAWINGS FOR ELEVATIONS OF NEW PERFORATED STORM DRAIN PIPING 1. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN
<br /> IN LANDSCAPE AREAS. APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING,
<br /> 12. ALL STORM DRAIN PIPE IS PVC UNLESS NOTED OTHERWISE. DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br /> 2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS
<br /> DEPARTMENT AT THE DEVELOPER�S EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL
<br /> BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE PUBLIC
<br /> SANITARY SEWER NOTES WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT WHICH
<br /> THE CONNECTION SHALL BE MADE.
<br /> 1. MAINTAIN A MINIMUM OF 18 INCHES CLEAR BETWEEN CROSSINGS OF WATER LINE AND 3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS.
<br /> SANITARY SEWER LINES. WATER LINES SHALL CROSS ABOVE SANITARY SEWER LINES.
<br /> 2. COORDINATE POINTS AND ELEVATIONS SHOWN FOR ALL MANHOLES ARE TO THE CENTER 4. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START
<br /> OF THE STRUCTURE, UNLESS NOTED OTHERWISE. OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION DIVISION
<br /> MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br /> 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND NEW UTILITY CROSSINGS PRIOR TO 5. THE DEVELOPER OR THE DEVELOPER�S AUTHORIZED AGENT SHALL NOTIFY THE PUBLIC
<br /> WATER AND SANITARY SEWER SYSTEM INSTALLATION. WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS
<br /> 4. ALL TRENCHING AND BEDDING FOR SANITARY SEWERS SHALL CONFORM TO CITY OF DURING CONSTRUCTION ON A 24 HOUR BASIS.
<br /> EVERETT STANDARD DRAWING NUMBER 610 AND 611. 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION
<br /> 5. ALL SANITARY SEWER MANHOLES ARE TYPE 3, 48 INCHES DIAMETER, UNLESS NOTED BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS.
<br /> Revisions
<br /> 0 HERWISE. 7. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT
<br /> PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL
<br /> TIMES. 0 DOC REL 01 06/04/16
<br /> 1 DOC REL 02 09/21/16
<br /> 8. ALL PUBLIC WATER MAINS MUST BE STAKED WITH AN EASEMENT TO THE CITY OF 2 cc�oo� 11/08/16
<br /> EVERETT. EASEMENTS TO BE RECORDED AFTER INSTALLATION AND PRIOR TO FINAL
<br /> APPROVAL OF PERMIT BY PUBLIC WORKS INSPECTOR.
<br /> 1. DOMESTIC WATER LINES SHALL HAVE A MINIMUM OF 3.0 FEET OF COVER OVER THE TOP 9. COORDINATE WITH CITY OF EVERETT WATER DEPARTMENT PRIOR TO CUT AND CAP AT
<br /> OF PIPE. FIRE SERVICE LINES SHALL HAVE A MINIMUM OF 5.0 FEET OF COVER OVER CONNECTIONS TO EXISTING MAINS. CONTACT JIM SPOONER AT 425-257-8827 OR
<br /> THE TOP OF PIPE. MAINTAIN A MINIMUM OF 12 INCHES CLEAR AT CROSSINGS WITH JSPOONER�EVERETTWA.GOV.
<br /> UTILITIES OTHER THAN SANITARY SEWER LINES. WATER LINE SHALL PASS UNDER THE
<br /> OTHER UTILITY IF THE MINIMUM SPECIFIED COVER CANNOT BE OBTAINED.
<br /> 2. MAINTAIN A MINIMUM OF 18 INCHES CLEAR BETWEEN CROSSIN6S OF WATER LINE AND
<br /> SANITARY SEWER LINES. WATER LINES SHALL CROSS ABOVE SANITARY SEWER LINES.
<br /> 3. PROVIDE HORIZONTAL AND VERTICAL BENDS WHERE INDICATED. WHERE A POINT OF
<br /> INTERSECTION (HORIZONTAL OR VERTICAL) IS SHOWN AND THE DEFLECTION ANGLE IS
<br /> MORE OR LESS THAN A STANDARD BEND, USE A COMBINATION OF THE STANDARD BEND
<br /> AND JOINT DEFLECTION OF THE PIPE TO MEET THE ALIGNMENT SHOWN. MAXIMUM JOINT
<br /> DEFLECTION IS 3 DEGREES OR THE MAXIMUM THAT IS RECOMMENDED BY THE PIPE
<br /> MANUFACTURER, WHICHEVER IS SMALLER.
<br /> 4. WHERE INDICTED PROVIDE HORIZONTAL AND VERTICAL THRUST BLOCKING AT
<br /> HORIZONTAL AND VERTICAL BENDS. HORIZONTAL THRUST BLOCKING AND VERTICAL
<br /> THRUST BLOCKING FOR CONCAVE VERTICAL BENDS SHALL BE PER 5
<br /> C0.02 C7.03
<br /> VERTICAL THRUST BLOCKING FOR CONVEX VERTICAL BENDS SHALL BE PER WASHINGTON
<br /> STATE DEPARTMENT OF TRANSPORTATION STANDARD PLAN B-90.50-00.
<br /> 5. ALL FITTINGS SHALL BE RESTRAINED JOINT FITTINGS. PROVIDE RESTRAINED PIPE
<br /> JOINTS AND FITTINGS WHERE INDICATED FOR HORIZONTAL AND/OR VERTICAL BENDS.
<br /> THE NOTATION ON THE DRAWING `�RJ, XX)"INDICATES A LOCATION WHERE A NORTH SITE
<br /> RESTRAINED JOINT IS REQUIRED AND THE MINIMUM PIPE LENGTH TO BE RESTRAINED IN
<br /> EACH DIRECTION. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS SHOWING PIPE
<br /> SEGMENT AND JOINT LAYOUT, LOCATING HORIZONTAL AND VERTICAL BENDS, AND
<br /> IDENTIFYING JOINTS TO BE RESTRAINED. RESTRAINED JOINTS SHALL BE 1700 MEGALUG ����►,����
<br /> HARNESS OR APPROVED EQUAL FOR PUSH-ON PIPE AND 1100 MEGALUG OR APPROVED
<br /> ,T, t _ �
<br /> EQUAL FOR MECHANICAL JOINT PIPE AND FITTINGS. � �egEc�nak I�le�ic�l �en�ter
<br /> Everett
<br /> 6. ALL CAPPED WATER LINES OR TEES SHALL HAVE HORIZONTAL THRUST BLOCKING.
<br /> 1815 13th Street
<br /> 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND NEW UTILITY CROSSINGS PRIOR TO Everett, Washington 98201
<br /> WATER AND SANITARY SEWER SYSTEM INSTALLATION.
<br /> 8. ALL TRENCHING AND BEDDING FOR WATER LINES SHALL CONFORM TO CITY OF EVERETT Drawing Title
<br /> STANDARD DRAWING NUMBER 610 AND 611.
<br /> 9. PROVIDE VALVE BOX AT ALL NEW GATE VALVES. VALVE BOXES SHALL BE IN
<br /> NOTES
<br /> ACCORDANCE WITH CITY OF EVERETT STANDARD DRAWING NUMBER 504.
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<br /> Date: 08 NOVEMBER, 2016
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<br /> Job No: S23257
<br /> z Drawn By: CRM
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