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6107 BERKSHIRE DR SEPA 016 - 041 Plans 2025-04-14
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6107 BERKSHIRE DR SEPA 016 - 041 Plans 2025-04-14
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4/14/2025 7:55:54 AM
Creation date
4/3/2025 1:24:53 PM
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Street Name
BERKSHIRE DR
Street Number
6107
Tenant Name
SEPA 016 - 041
Address Document Type
Plans
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A SANITARY SEWER NOTES-CITY OF EVERETT <br /> 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CRY OF EVERETT STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. 0_ o a <br /> 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED,CONCEALED OR PUT INTO USE UNTIL TTHAS BEEN TESTED,INSPECTED,AND APPROVED - SU - - L a 2 o <br /> BY THE CRY INSPECTOR. - r - L 0U <br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE.THE CONTRACTOR W- s ,- <br /> SFWL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAFAAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN.IF CONFLICTS WITH EXISTING I = CC �'N�c <br /> UTILITIES ARISE DURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBUC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE `�- <br /> APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. J I Z Q'3 N w <br /> ff p U Dunk <br /> 4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO <br /> STARTING CONSTRUCTION. I i V W 531t1.8 <br /> ' i li <br /> WATER NOTES-CITY OF EVERETT j I / <br /> 1. NO CONNECTION TO THE EXISTING AWNS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY i RESERVOIR NUMBER THREE <br /> FLUSHING,TESTING,DISINFECTION,AND RECOPY OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS. / <br /> M• <br /> APosT <br /> 2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE.THE PUBUC WORKS <br /> DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION.THE PUBUC WORKS DEPARTMENT SHALL THEREAFTER 1.._ W o . <br /> DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE. a �, ",y <br /> W �- <br /> 3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. PECKS DRIVE c�i ��� <br /> q''S�q_35163.V �L. <br /> 4. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION.THE CITY OF.EVERETT PUBLIC WORKS � "+y�70NA11�' <br /> CONSTRUCTION DMSION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. PROJECTS ■ <br /> 5. THE DEVELOPER OR THE DEVELOPERS AUTHORIZED AGENT SHALL NOTIFY THE PUBUC WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED <br /> REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS, <br /> 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE CONVEYANCE STSI EMS BTRKSHIRE DRIVE <br /> 7. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT PERSONNEL ONLY.ALL VALVES,NEW AND EXISTING,SHALL BE <br /> ACCESSIBLE AT ALL TIMES. <br /> L---.-__..._.________ I <br /> t' 534C TMEET SE <br /> STORM DRAINAGE NOTES-CITY OF EVERETT <br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED,OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED,AND ACCEPTED BY THE i <br /> CITY OF EVERETT. w', <br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CRY OF EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF WSDOT/APWA <br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FROM CONVENIENCE.THE CONTRACTOR / © environmental <br /> SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN.IF CONFUCTS WITH EXISTING VIORKS <br /> UTILITIES ARISE DURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE <br /> APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. Community Design Center <br /> 4. ALL STORM bib I EMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING VICINITY MAP 40215th Avenue East <br /> CONSTRUCTION. <br /> _ Seattle,washln>nen 98112 <br /> SCALE:1'=200' 206.329.8300 <br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED'DUMP NO WASTE,DRAINS TO STREAM,LAKE RIVER,PUGET SOUND,OR WETLAND.'CHOOSE 206.329.5494 fax <br /> APPROPRIATE FEATURE FOR THE PROJECT. <br /> CIVIL SHEET INDEX <br /> EROSION/SEDIMENTATION CONTROL(ESC)NOTES <br /> Everett <br /> 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN SHEET Cl CML COVER SHEET Safe Streets <br /> (EG.SIZE AND LOCATION OF ROADS,PIPES,RESTRICTORS,CHANNELS,RETENTION FACILITIES,UTILITIES). SHEET C2 TESC PLAN Supportive <br /> 2. THE IMPLEMENTATION OF THESE ESC PUNS AND THE CONSTRUCTION,MAINTENANCE,REPLACEMENT,AND UPGRADING OF THESE ESC FACTURES IS THE SHEET C3 GRADING AND PAVING PLAN Housing <br /> RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 9 <br /> SHEET C4 RIGHT OF WAY IMPROVEMENT PLAN <br /> 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.DURING THE 6107 Berkshire Dr <br /> CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE FLAGGED CLEARING LAIRS SHALL BE PERMUTED.THE FLAGGING SHALL BE MAINTAINED BY THE SHEET C5 STORM DRAINAGE AND UTILITY PLAN Everett,WA98203 <br /> APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. <br /> SHEET C6 CIVIL DETAILS <br /> 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTMTIES,AND IN SUCH A <br /> MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,ROADWAYS,OR VIOLATE APPLICABLE WATER <br /> STANDARDS. <br /> 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SUE CONDITIONS.DURING THE CONSTRUCTION PERIOD, OWNER CONTACT INFORMATION <br /> THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT'AND SEDIMENT-LADEN WATER <br /> DO NOT LEAVE THE SITE <br /> OWNER: <br /> 6. THE ESC FACILITIES SHALL BE INSPECTLD DAILY BY THE APPUCANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED CATHOLIC HOUSING SERVICES OF WESTERN WASHINGTON <br /> FUNCTIONING. 100 23RD AVE SOUTH <br /> SEATTLE,WA 98114 <br /> 7. THE ESC FACILITIES ON INACTNE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A <br /> MAJOR STORM EVENT. PROJECT MANAGER: PATRICK TIPPY <br /> Civil Cover and Notes <br /> 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN.ALL CATCH BASINS AND PHONE (206)328-5654 <br /> CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM <br /> STSILH. EMAIL PTIppyOccseet.org <br /> 9. STABIUZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. LOT NUMBER: CRY OF EVERETT RESERVOIR TRACT <br /> ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. <br /> PARCEL ID: 28050600400900 <br /> SITE ADDRESS: 6107 BERKSHIRE DRIVE <br /> EVERETT,WA 98203 <br /> GENERAL NOTES <br /> Date <br /> 1. ALL WORKMANSHIP AND MATERIALS WILL BE IN ACCORDANCE WITH CRY OF EVERETT STANDARDS AND THE MOST CURRENT EDITION OF THE STATE OF WASHINGTON 9 December 2016 <br /> STANDARD SPECIFICATIONS FOR ROAD,BRIDGE AND MUNICIPAL CONSTRUCTION. <br /> EARTHWORK VOLUMES Land Use Permit <br /> 2. ALL WORK PERTAINING TO THIS PROJECT SEAL BE SUBJECT TO INSPECTION BY CITY OF EVERETT,WSDOT,OR THEIR DESIGNATED REPRESENTATNE(S).PRIOR TO Revisions <br /> ANY SITE WORK,THE CONTRACTOR SHALL THE CITY OF OLYMPIA TO SCHEDULE A PRE-CONSTRUCTION CONFERENCE.THE CONTRACTOR SHALL COORDINATE ALL <br /> REQUIRED INSPECTIONS AND APPROVALS WITH THE NECESSARY AFM. CUT 175 CY <br /> FILL 892 CY <br /> 3. A COPY OF THE APPROVED PLANS MUST BE ON-SITE WHENEVER CONSTRUCTION IS IN PROGRESS.THE APPLICANT IS RESPONSIBLE FOR OBTAINING ANY OTHER . <br /> REQUIRED OR RELATED PERMITS PRIOR TO BEGINNING CONSTRUCTION. NET 717 CY FILL <br /> 4. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS RAVE BEEN DERIVED FROM RECORD DRAWINGS AND FIELD APPROXIMATION AND <br /> SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT COMPLETE.ADDTONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED ARE <br /> PRESENT AND T IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL COSTING INFORMATION AND TO FURTHER <br /> DISCOVER AND AVOID ANY OTHER UTUTIES AND SURFACE FUTURES NOT SHOWN HERON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PANS. Dram by: <br /> 5. MAINTAIN 1'MINIMUM VERTICAL SEPARATION BETWEEN ADJACENT OR CROSSING UTILITIES. IT <br /> 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH U.S.DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC Checked by(P.M.): <br /> CONTROL DEVICES(MUTCD).PRIOR TO DISRUPTION OF ANT TRAFFIC,TRAFFIC CONTROL PLANS WILL BE PREPARED AND SUBMITTED TO THE CRY OF APPROVAL NO PA <br /> WORK WILL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE Checked by(Q.0): <br /> Project No. <br /> 16-029A <br /> C1 " <br />
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