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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. <br /> � <br /> � <br /> x <br /> �- <br /> > <br /> �, M. GR� <br /> � ����04 WASg f`�,���' <br /> � �e- <br /> 0 <br /> J <br /> S <br /> C..> . � <br /> �- �j 2fi505 C�� <br /> a ����SIONAL ti���� �(o <br /> � ���oal <br /> �, <br /> 3 <br /> � <br /> N <br /> O <br /> O <br /> v <br /> Date: 08 NOVEMBER, 2016 <br /> � <br /> � <br /> Job No: S23257 <br /> z Drawn By: CRM <br /> = PLAN APPROVED <br /> � <br /> � Checked By: RMG <br /> � <br /> � �n. -a$-�.� <br /> PU C A <br /> _ <br /> � Drawing No. <br /> ERoston pUBLIC WORKS <br /> DEPARTMENT <br /> ATER <br /> U <br /> A PUBI]C WORKS pERMIf 25 <br /> � <br /> REQUIREU pi2IOR TO STARTIlM■ <br /> Cn SEWER hNY COMSTRIICTION OM TH75 <br /> � PRO)ER. APPAOYAI FOR THI$ <br /> PROJECT IS CONDITIONAL PER <br /> T��C CURRENT I7Y STANDAROS AND <br /> g E7(PIRES 1����,LE55 <br /> Q pERMIT FOR CONSTRUCTSOM NAS � <br /> r� CI7Y N INEER BEEN ISSUE6. <br /> M <br /> � <br /> O <br /> N <br /> � <br /> � CCD 001 <br />