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<br />GENERAL PROJECT NOTES:
<br />1.
<br />ALL WORK SHALL CONFORM TO THE 2018 EDITION OF CITY OF EVERETT DESIGN AND CONSTRUCTION
<br />STANDARDS AND SPECIFICATIONS. THESE STANDARD PLANS ARE REFERENCED TO IN THESE DESIGN
<br />DRAWINGS. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION.
<br />2.
<br />A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
<br />3.
<br />LOCAL AND EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES.
<br />4.
<br />ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED PRIOR TO
<br />THE START OF CONSTRUCTION.
<br />E 5.
<br />PRIOR TO THE START OF CONSTRUCTION WITHIN THE RIGHT OF WAY, THE CONTRACTOR SHALL
<br />SCHEDULE AND ATTEND A PRECONSTRUCTION MEETING WITH THE CITY OF EVERETT PUBLIC WORKS
<br />DEPARTMENT.
<br />6.
<br />THE CONTRACTOR SHALL PROTECT ALL AREAS OUTSIDE THE WORK ZONE AND OUTSIDE THE
<br />RIGHT-OF-WAY FROM DISTURBANCE. ALL DISTURBED AREAS SHALL BE FULLY RESTORED TO PROPOSED
<br />OR PRE-EXISTING CONDITIONS.
<br />7.
<br />ALL DAMAGE TO INFRASTRUCTURE CAUSED BY THE CONSTRUCTION SHALL BE REPAIRED IN KIND OR AS
<br />REQUIRED BY THE CITY OF EVERETT INSPECTOR.
<br />8.
<br />THE APPROVED PLANS SHOW THE APPROXIMATE AREA OF PAVEMENT RESTORATION BASED ON THE
<br />DEPTH OF U1ILITY CUTS AND/OR THE AREA OF CURB AND/OR PAVEMENT TO BE REMOVED AND
<br />REPLACED. THE ACTUAL LIMITS OF THE PAVEMENT RESTORATION SHALL BE DETERMINED IN THE FIELD
<br />WITH THE CITY OF EVERETT INSPECTOR PRIOR TO THE PAVEMENT RESTORATION.
<br />9.
<br />HORIZONTAL DATUM: NAD 83/91. VERTICAL DATUM: NAVD 88.
<br />10.
<br />SURVEYING AND STAKING OF ALL IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SHALL BE COMPLETED
<br />PRIOR TO CONSTRUCTION AND COORDINATED WITH CITY INSPECTOR TO VERIFY POSITIVE DRAINAGE IS
<br />OBTAINED.
<br />11.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR REFERENCING AND REPLACING ALL MONUMENTS THAT
<br />MAY BE DISTURBED, DESTROYED OR REMOVED BY THE PROJECT AND SHALL FILE AN APPLICATION FOR
<br />PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT WITH THE WASHINGTON STATE DEPARTMENT OF
<br />NATURAL RESOURCES, PURSUANT TO RCW 58.24.040(8).
<br />D 12.
<br />THE CONTRACTOR SHALL COORDINATE WITH THE CITY FOR ANY SUBMITTAL OF DOCUMENTS IN
<br />CONFORMANCE WITH THE STANDARD SPECIFICATIONS PRIOR TO CONSTRUCTION. A MATERIAL SOURCE
<br />FORM FOR ALL MATERIALS TO BE PLACED IN THE RIGHT OF WAY AND MIX DESIGNS FOR ALL ASPHALT,
<br />CONCRETE AND AGGREGATES TO BE PLACED IN THE RIGHT OF WAY MAY REQUIRE SUBMITTAL FOR
<br />REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
<br />13.
<br />THE CONTRACTOR SHALL NOTIFY THE EVERETT FIRE DEPARTMENT DISPATCHER AT LEAST TWENTY-FOUR
<br />(24) HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET
<br />CLOSURES OR OTHER ACCESS BLOCKAGE.
<br />14.
<br />THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION.
<br />15.
<br />THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE (1-800-424-5555)
<br />AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
<br />16.
<br />IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACCURACY OF ALL UTILITY
<br />LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH
<br />MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE IMPROVEMENTS.
<br />17.
<br />THE CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURE LIDS, VALVE
<br />BOXES, AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY THE
<br />PROPOSED IMPROVEMENTS.
<br />18.
<br />THE CONTRACTOR SHALL PROVIDE FOR ALL TESTING AS REQUIRED BY THE STREET INSPECTOR.
<br />19.
<br />BACKFILL MATERIAL USED IN PUBLIC RIGHT-OF-WAY SHALL MEET CITY OF EVERETT DESIGN AND
<br />CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE STANDARDS SET FORTH IN THE PROJECT
<br />C
<br />MANUAL.
<br />20.
<br />INSPECTION AND ACCEPTANCE OF ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE BY
<br />REPRESENTATIVES OF THE CITY OF EVERETT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
<br />COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING FOR PROPER ADVANCE NOTICE. THE
<br />STREET INSPECTOR MAY REQUIRE REMOVAL AND RECONSTRUCTION OF ANY ITEMS PLACED IN THE RIGHT
<br />OF WAY THAT DO NOT MEET CITY STANDARDS OR THAT WERE CONSTRUCTED WITHOUT APPROPRIATE
<br />INSPECTIONS.
<br />21.
<br />THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION CONTROL AND SEDIMENTATION
<br />COLLEC11ON FACILITIES TO ENSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE STORM DRAIN
<br />SYSTEM. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE,
<br />ADDITIONAL CONTROL FACILITIES MAY BE REQUIRED. DURING THE COURSE OF CONSTRUCTION IT SHALL
<br />BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS
<br />THAT MAY BE CREATED BY THE CONTRACTOR'S ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES
<br />THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES.
<br />22.
<br />THE CONTRACTOR SHALL KEEP ALL PAVED SURFACES IN THE RIGHT OF WAY CLEAN BY SWEEPING.
<br />23.
<br />CONTRACTOR'S TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CITY OF EVERETT TRAFFIC
<br />CONTROL MANUAL FOR IN -STREET WORK. AN APPROVED TRAFFIC CONTROL PLAN WILL BE REQUIRED
<br />FOR ALL ARTERIAL STREETS PRIOR TO BEGINNING CONSTRUCTION.
<br />24.
<br />ALL WORK PERFORMED BY ANY CITY OF EVERETT DEPARTMENTS AND OTHER UTILITY PURVEYORS TO
<br />3
<br />REMOVE OR RELOCATE EXISTING UTILITIES SHALL BE DONE AT THE CONTRACTOR'S EXPENSE.
<br />25.
<br />CARE SHALL BE EXERCISED WHEN EXCAVATING NEAR EXISTING CHARGED WATER MAINS.
<br />B W
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<br />GENERAL
<br />CONSTRUCTION NOTES:
<br />o
<br />1.
<br />APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND
<br />ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF
<br />y
<br />LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL U1ILITIES NOT SHOWN. IF CONFLICTS WITH
<br />-
<br />EXISTING U1ILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. ANY
<br />r
<br />CHANGES REQUIRED SHALL BE APPROVED BY THE CITY PRIOR TO COMMENCEMENT OF RELATED
<br />CONSTRUCTION ON THE PROJECT.
<br />z
<br />2.
<br />CONTRACTOR SHALL NOTE INVERT ELEVATIONS ON EXISTING AND PROPOSED MANHOLES. NOTIFY
<br />ENGINEER IF ELEVATIONS DIFFER FROM PLANS PRIOR TO ORDERING MANHOLES.
<br />Ii
<br />3.
<br />ALL SAWCUT PAVEMENT TO BE RESTORED AT THE LIMITS INDICATED ON THE DRAWINGS.
<br />LE
<br />0 4.
<br />INSTALLATION OF RELOCATED SIGN POSTS SHALL BE PER CITY OF EVERETT STANDARD DETAILS NO. 715
<br />g
<br />AND NO. 716.
<br />0 5.
<br />CONTRACTOR SHALL FIELD VERIFY EXISTING PIPE MATERIAL AND OUTER DIAMETER WHERE CONNECTING
<br />TO EXISTING PIPE PRIOR TO ORDERING COUPLINGS.
<br />0
<br />s TESC NOTES
<br />1.
<br />SURVEY SHOWN ON DESIGN DRAWINGS HAS BEEN SCREENED FOR CLARITY. REFER TO SURVEY SHEETS
<br />FOR EXISTING CONDITIONS.
<br />A 2.
<br />CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING AS REQUIRED FOR SAFETY. CONSTRUCTION FENCE
<br />r
<br />SHOWN REPRESENTS A CONCEPT NOT INCLUSIVE OF ALL WORK. CONTRACTOR SHALL MODIFY FENCE
<br />"
<br />CONFIGURATION TO ACCOMMODATE THE CURRENT STAGE OF CONSTRUCTION AND PEDESTRIAN TRAFFIC
<br />E
<br />FLOW. SEE DEMOLITION SERIES FOR ASSOCIATED DEMOLITION ACTIVITY.
<br />a
<br />v
<br />3.
<br />CONTRACTOR SHALL OBTAIN TRENCH DEWATERING DISCHARGE AUTHORIZATION TO THE SANITARY SEWER
<br />FROM THE CITY OF EVERETT INDUSTRIAL PRETREATMENT DIVISION.
<br />N
<br />N 4.
<br />CONTRACTOR SHALL KEEP STREET FREE OF SEDIMENT. IF SEDIMENT IS TRACKED ONTO STREET, STREET
<br />SWEEPING SHALL BE IMPLEMENTED IMMEDIATELY TO CORRECT.
<br />0
<br />5. TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES SHALL BE IN PLACE AND OPERATING
<br />PRIOR TO DEMOLITION AND CONSTRUCTION ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES MAY
<br />BE REQUIRED DEPENDING ON SITE AND WEATHER CONDITIONS.
<br />6. ALL EXISTING AND PROPOSED CATCH BASINS DOWNSTREAM OF DISTURBED AREAS SHALL BE PROTECTED
<br />DURING CONSTRUCTION PER STANDARD PLAN NO. 212.
<br />7. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE ANY SEDIMENT TRACKED OFF
<br />THE SITE.
<br />8. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION AND MAINTENANCE OF ALL INSTALLED EROSION
<br />AND SEDIMENT CONTROL BMP'S, ESPECIALLY AFTER STORMS.
<br />9. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENTS FROM ENTERING WATER WAYS IF THE
<br />PROPOSED BMP'S FAIL.
<br />10. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE
<br />THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1
<br />THROUGH SEPTEMBER 30.
<br />GENERAL STORM DRAIN NOTES:
<br />1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT (CITY) STANDARDS AND
<br />WSDOT/APWA STANDARD SPECIFICATIONS.
<br />2. ALL REQUESTS FOR INSPECTIONS AND FOR WITNESSING TESTS SHALL BE SCHEDULED WITH THE
<br />ENGINEER 72 HOURS IN ADVANCE. FAILURE TO GIVE ADEQUATE ADVANCE N0110E MAY RESULT IN
<br />DELAYS TO THE CONTRACTOR FOR REQUIRED INSPECTIONS.
<br />3. SAWCUT OR TRENCH WHEEL CUT PAVEMENT PRIOR TO DIGGING.
<br />4. ALL MANHOLES OVER 3 FEET IN HEIGHT SHALL BE PROVIDED WITH A LADDER OR STEPS PER CITY OF
<br />EVERETT STANDARD PLAN NO. 608.
<br />5. SUBMIT SHOP DRAWINGS FOR ALL NEW MANHOLES TO THE ENGINEER FOR APPROVAL. NO MANHOLE
<br />SHALL BE MANUFACTURED PRIOR TO APPROVAL OF SHOP DRAWINGS.
<br />6. ALL PIPES SHALL BE CLEARLY MARKED WITH TYPE, CLASS AND THICKNESS, AS APPLICABLE. LETTERING
<br />SHALL BE LEGIBLE AND PERMANENT UNDER NORMAL CONDITIONS OF HANDLING AND STORAGE.
<br />7. AFTER BACKFILL ALL STORM DRAIN CONNECTIONS SHALL BE TESTED IN ACCORDANCE WITH WSDOT
<br />STANDARD SPECIFICATIONS 7-17.3(2)F. STORM DRAIN CONNECTIONS THAT ARE RECONSTRUCTED OR
<br />REPAIRED TO A LENGTH OF 10 FEET OR MORE SHALL BE TESTED FOR WATERTIGHTNESS
<br />SIMULTANEOUSLY WITH THE MAIN LINE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS
<br />7-17.3(2)F. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE CITY INSPECTOR.
<br />8. TEMPORARY BYPASS PLANS FOR ALL STORM DRAIN SYSTEM SHALL BE SUBMITTED TO THE CITY FOR
<br />APPROVAL.
<br />9. TEMPORARY BYPASS SHALL BE INSTALLED AND FULLY OPERATIONAL PRIOR TO REMOVAL OF ANY
<br />MANHOLES.
<br />10. STRUCTURAL FILL OR CSBC OR GB WILL BE REQUIRED FOR BACKFILL AROUND ALL NEW MANHOLES.
<br />11. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS ON EXISTING AND PROPOSED MANHOLES. NOTIFY THE
<br />ENGINEER IF ELEVATIONS DIFFER PRIOR TO ORDERING MANHOLES AND PRIOR TO BEGINNING ANY PIPE
<br />INSTALLATION.
<br />12. PROTECT ALL INSTALLED PIPES AND STRUCTURES WITH BACKFILL, STEEL PLATES OR OTHER ADEQUATE
<br />PROTECTION FROM CONSTRUCTION AND TRAFFIC LOADS PRIOR TO FINAL GRADING AND PAVING.
<br />13. PROTECT ALL EXISTING U11LIlIES TO REMAIN.
<br />14. DO NOT ALLOW FLOW OF STORMWATER OR RAW SEWAGE TO ENTER THE TRENCH OR EXCAVATION PIT.
<br />15, AT THE END OF EACH WORKDAY AND IN WORK LOCATIONS WHERE THE CONTRACTOR IS NOT PRESENT,
<br />ALL OPEN EXCAVATIONS, TRENCHES OR MANHOLE STRUCTURES SHALL BE COVERED WITH STEEL PLATES
<br />OR PORTABLE FENCE PANELS. IN ADDITION, CONSTRUCTION SAFETY FENCE (CHAIN LINK) SHALL BE
<br />ERECTED TO SURROUND THE WORK AREA.
<br />16. SEWER SHALL MAINTAIN A MINIMUM LATERAL CLEARANCE AS FOLLOWS: 10 FEET FROM POTABLE WATER
<br />MAIN, 3 FEET FROM ALL CONDUITS, AND 4 FEET FROM ALL NATURAL GAS LINES.
<br />GENERAL WATER NOTES:
<br />1. POTHOLE ALL EXISTING UTILITIES TO VERIFY SIZE, ELEVATION, AND LOCATION. POTHOLING SHALL BE AT
<br />A MINIMUM 100 FEET AHEAD OF PIPE INSTALLATION. IF A CONFLICT IS ENCOUNTERED, DEFLECT PIPE TO
<br />PROVIDE CLEARANCE BETWEEN NEW AND EXISTING UTILITIES AS APPROVED BY THE ENGINEER.
<br />2. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED
<br />BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND
<br />RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br />3. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS DEPARTMENT
<br />AT THE DEVELOPER'S EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5
<br />BUSINESS DAYS N0110E FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER
<br />DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE.
<br />4. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS.
<br />5. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF
<br />CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT
<br />LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br />6. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE PUBLIC WORKS
<br />DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON
<br />A 24 HOUR BASIS.
<br />7. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCH VERTICAL SEPARATION BETWEEN POTABLE
<br />AND NON -POTABLE CONVEYANCE SYSTEMS.
<br />8. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT PERSONNEL ONLY.
<br />ALL VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES.
<br />9. CONTRACTOR TO PROVIDE ALL NECESSARY PAVEMENT REMOVAL, EXCAVATION, SHORING, DEWATERING,
<br />PIPE & FITTINGS, PIPE ALIGNMENT AND PIPE SUPPORT REQUIRED FOR PIPE HOOK-UP TO THE EXISTING
<br />WATER MAIN. VERIFY EACH CONNECTION BY POTHOLE AND FIELD VERIFY THAT ALL CONNECTIONS ARE
<br />CORRECT. ALL CORRECT FITTINGS AND CONNECTIONS MUST BE ON SITE AND VERIFIED PRIOR TO
<br />SCHEDULING CITY CREWS. CONNECTIONS TO BE MADE PER SECTION 7-09 OF THE SPECIAL PROVISIONS
<br />AND STANDARD SPECIFICATIONS.
<br />10. ABANDON EXISTING WATER MAINS IN PLACE, EXCEPT WHERE EXISTING MAINS CONFLICT WITH NEW WORK.
<br />ABANDONMENT OF WATER MAINS SHALL BE PER COE SPECIFICATIONS.
<br />11. NOTIFY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF TAKING OUT OF SERVICE ANY FIRE HYDRANT,
<br />SPRINKLER SUPPLY, OR OTHER FIRE PROTECTION WATER EQUIPMENT.
<br />12. ALL VALVES BOXES AND EXTENSIONS SHALL BE ADJUSTED TO FINISH GRADE JUST PRIOR TO FINAL
<br />PAVING, SEE COE STANDARD DRAWING 504.
<br />13. FOR DRAWING CLARITY SOME CONCRETE THRUST BLOCKING MAY NOT BE SHOWN. THRUST BLOCKS OR
<br />JOINT RESTRAIN SHALL BE REQUIRED WHERE JOINTS ARE NOT RESTRAINED BY FUSING OR FLANGES.
<br />ALL JOINTS FOR FIRE HYDRANTS ASSEMBLES (INCLUDING TEE) SHALL BE RESTRAINED.
<br />14. FLUSHING AND DISINFEC1ON OF WATER MAINS SHALL BE IN ACCORDANCE WITH SPECIAL PROVISIONS
<br />7-09.3(24).
<br />15. ALL WORK ON WATER SERVICES AND METERS SHALL BE DONE IN ACCORDANCE WITH SECTION 7-15 OF
<br />THE SPECIAL PROVISIONS AND THE CITY OF EVERETT STANDARD DRAWINGS.
<br />16. INSTALL NEW WATER MAINS SO THAT 3 FEET MINIMUM OF FINAL COVER IS PROVIDED, EXCEPT IN THOSE
<br />LOCATIONS WHERE EXISTING UTILITIES TO REMAIN ARE ENCOUNTERED, WHERE NEW MAIN CONFLICTS WITH
<br />SANITARY AND STORM PIPING, OR AT NEW TELEPHONE SYSTEM STRUCTURES. MAKE GRADE
<br />ADJUSTMENTS AS REQUIRED TO AVOID CONFLICTS WITH OTHER U1ILITIES AS APPROVED BY THE
<br />ENGINEER.
<br />17. SAFETY SYSTEMS FOR TRENCHES AND ALL OTHER EXCAVATIONS SHALL CONFORM TO LAWS AND
<br />REGULATIONS PER WA. STATE RCW, WAC AND OSHA.
<br />18. WATER SERVICE TO ALL LOTS SHALL BE MAINTAINED THROUGHOUT THE PROJECT AT ALL TIMES.
<br />STORM DRAINAGE NOTES (COE):
<br />1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS
<br />BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br />2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION
<br />STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,
<br />AND MUNICIPAL CONSTRUCTION (CURRENT EDITION).
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND
<br />ARE SHOWN FROM CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF
<br />LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING
<br />UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL N011FY THE PUBLIC WORKS INSPECTOR
<br />AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT
<br />OF RELATED CONSTRUCTION ON THE PROJECT.
<br />4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY
<br />SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br />5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS TO STREAM,
<br />LAKE, RIVER, PUGET SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE PROJECT
<br />VED
<br />"SERVICES
<br />DATE
<br />EROSION
<br />PUBLIC WORKS
<br />DRAINAGE
<br />©EPARnIENT
<br />WATER
<br />A PUBLIC WORKS PERMIT IS
<br />PRIOR TO STARTING
<br />SEWER
<br />ANY CONSTRUCTION ON THIS
<br />ANY
<br />PROJECT. APPROVAL FOR THIS
<br />PROJECT IS CONDITIONAL PER
<br />TRAFFI
<br />CURRENT CITY STANDARDS AND
<br />EXPIRES UNLESS
<br />P:RMIT FOR CONSTRUCTION HAS
<br />CIV E GINEER
<br />BEEN ISSUED.
<br />E
<br />CONSULTANT:
<br />16015th Avenue, Suite 1600
<br />Seattle, WA 98101
<br />206.622.5822
<br />www.kpff.com
<br />REGISTRATION STAMP:
<br />PROJECT IDENTIFICATION: D
<br />Evergreen Branch
<br />Library
<br />Expansion
<br />FOR
<br />City of Everett
<br />AT
<br />9512 Evergreen Way
<br />Everett WA 98204
<br />PR 1
<br />12/14/2018
<br />This drawing is:
<br />1. Copyright 2017 Dykeman, Inc. C
<br />2. The Architect's Instrument of Professional Service.
<br />3. For use on this project only. Obtain Architect's
<br />written permission for any other use or reproduction.
<br />PROJECT NUMBER:
<br />1700170
<br />REVISIONS:
<br />MARK DATE DESCRIPTION
<br />08-07-17 DD COST EST.
<br />08-17-17 DD SUBMITTAL
<br />08-14-18 PERMIT SUBMITTAL
<br />09-10-18 BID SET
<br />I
<br />B
<br />PROJECT TEAM:
<br />PRINCIPAL IN CHARGE:
<br />I MAV
<br />PROJECT MANAGER:
<br />I AGC
<br />PROJECT ENGINEER:
<br />I CB
<br />DRAWN BY:
<br />I TAD
<br />KEYPLAN:
<br />DRAWING TITLE:
<br />A
<br />NOTES
<br />FD)C"L�
<br />I DRAWING NUMBERS " '-1
<br />Permit Services
<br />con
<br />1
<br />2 1 3
<br />4
<br />61
<br />6
<br />
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