|
i �J1i1-1 l -
<br /> XREF_LIST__
<br /> Ltscale- 20 ��NEF�AL PRC�J�CT NC)T'ES ��(VERAL SEW�R N�TE� (CC`�Nl".) A��REVIATIONS
<br /> Res°'�ed A�BREVIATION NAME OR PHRASE ABBREVIATION NAME OR PHRASE
<br /> ne�� 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS, SPECIFICATIONS, AND SPECIAL PROVISIONS (CONTRACT 20. MAINTAIN ALL SERVICES UNTIL NEW MAIN IS ACTIVATED. CONTRACTOR SHALL COORDINATE WITH THE PORT
<br /> -------- DOCUMENT) AND ALL WORK SHALL COMPLY WITH, IN ORDER OF PRECEDENCE: FOR SERVICE SHUT DOWN. COORDINATE ABANDONING EXISTING SIDE SEWERS WITH CONNECTION OF SIDE AP ANGLE POINT MJ MECHANICAL JOINT �-.
<br /> SEWERS TO NEW SEWER MAIN SO THAT CONTINUOUS SEWER SERVICE IS MAINTAINED. FIELD VERIFY SIDE
<br /> • CONTRACT DOCUMENTS SEWER VERTfCAL AND HORIZONTAL ALIGNMENTS PRIOR TO INSTALLATION. NOTIFY THE ENGINEER OF APPROX. APPROXIMATELY N NORTH �
<br /> • CITY OF EVERETT (CIIY) DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS, CURRENT EDITION DISCREPANCIES. ASPH ASPHALT NE NORTHEAST �/
<br /> • 2018 STANDARD SPECIFICATIONS FOR ROADS, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA) ASSY ASSEMBLY N0. NUMBER J
<br /> 21. PROTECT ALL INSTALLED PIPES AND STRUCTURES WITH BACKFILL, STEEL PLATES OR OTHER ADEQUATE
<br /> 2. PRE-CONSTRUCTION CONFERENCE SHALL BE HELD WITH THE PORT PRIOR TO STARTING ANY CONSTRUCTION ON THE PROJECT. PROTECTION FROM CONSTRUCTION AND TRAFFIC L.OADS PRIOR TO FINAL GRADING AND PAVING. BOW BOTTOM OF WALL NW NORTHWEST
<br /> 22. PROTECT ALL EXISTING UTILITIES TO REMAIN. BVCE BEGIN VERTICAL CURVE ELEVATION O.C. ON CENTER
<br /> 3. TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES SHALL BE IN PLACE AND OPERATING PRIOR TO DEMOLITION AND CB CATCH BASIN PC POINT OF CURVATURE
<br /> CONSTRUCTION ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE PORT DEPENDING ON SITE AND WEATHER 23, DO NOT ALLOW SEDIMENT-LADEN WATER TO ENTER SEWER SYSTEM. PROVIDE EROSION AND SEDIMENT
<br /> CONDITIONS. � CENTERLINE PCC POINT OF COMPOUND CURVATURE
<br /> CONTROL PER SPECIFICATIONS AND SPECIAL PROVISIONS.
<br /> 4. ALL EXISTING AND PROPOSED CATCH BASINS DOWNSTREAM OF DISTURBED AREAS SHALL BE PROTECTED DURING CONSTRUCTION PER CITY OF 24. DQ NOT ALLOW FLOW OF STORMWATER OR RAW SEWAGE TO ENTER THE TRENCH OR EXCAVATION PIT. CO CLEAN OUT PRC POINT OF REVERSE CURVATURE
<br /> EVERETT STANDARD DRAWING N0. 210. CONC. CONCRETE PIV POST INDICATOR VALVE
<br /> 5. KEEP S7REETS CLEAN AT ALL TIMES. FLUSHING STREETS WILL NOT BE PERMITTED. DEBRIS SHALL BE SWEPT FROM ALL STREETS. 25. AT THE END OF EACH WORKDAY AND IN WORK LOCATIONS WHERE THE CONTRACTOR IS NOT PRESENT, ALL CONT, CONTINUE OR CONTINUOUS PT POINT OR POINT OF TANGENCY
<br /> OPEN EXCAVATIONS, TRENCHES OR MANHOLE 5TRUCTURES SHALL BE COVERED WITH 5TEEL PLATES OR
<br /> PORTABLE FENCE PANELS. IN ADDITION, CONSTRUCTION SAFETY F�NCE (CHAIN LINK) SHALL BE ERECTED TO - CSBC CRUSHED SURFACING BASE COURSE PVI POINT OF VERTICAL INTERSECTION
<br /> 6. THE CONTRACTOR SHALL PROTECT ALL AREAS OUTSIDE THE WORK ZONE FROM DISTURBANCE. ALL DISTURBED AREAS SHALL 8E FULLY SURROUND THE WORK AREA. CSTC CRUSHED SURFACING TOP COURSE R RADIUS
<br /> RESTORED TO PROPOSED OR PRE-EXISTING CONDITIONS.
<br /> 26. POTABLE WATER LINES SHALL MAINTAW A MINIMUM VERTICAL CLEARANCE OF 18 INCHES FROM SEWER. DIAM, DIAMETER RT RIGHT
<br /> 7. AN APPROVED SET OF CONSTRUCTION PLANS FOR ALL WORK SHALL BE KEPT ON THE CONSTRUCTION SITE AT ALL TIMES. IN ADDITION, A SEWER SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 6 INCHES FROM ALL OTHER UTILITIES.
<br /> COPY OF THE CURRENT CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS SHALL ALSO BE AVAILABLE AT THE E EAST S SOUTH
<br /> CONSTRUCTION SITE. CLEARANCE IS DEFINED AS OUTSIDE EDGE OF PIPE TO EDGE OF PfPE/CONDUIT.
<br /> ELEV. ELEVATION SD STORM DRAIN
<br /> 8. LOCAL AND EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 27. SEWER SHALL MAINTAIN A MINIMUM LATERAL CLEARANCE AS FOLLOWS: 10 FEET FROM POTABLE WATER MAIN, ESMT EASEMENT SE SOUTHEAST
<br /> 3 FEET FROM ALL CONDUITS, AND 4 FEET FROM ALL NATURA� GAS LINES.
<br /> EVCE END V�RTICAL CURVE ELEVATION SPA. SPACE OR� SPACING
<br /> 9. TEMPORARY TRENCH PATCH SHALL BE ACCOMPLISHED BY USING COLD MIX, ATB OR STEEL PLATES. 28. ALL JOINTS AND PENETRATIONS SHALL BE WATERTIGHT.
<br /> EVCS END VERTICAL CURVE STATION SPEC. SPECIFICATIONS
<br /> 10. THE LENGTH OF TRENCH EXCAVATION IN ADVANCE OF PIPE LAYING SHALL BE KEPT TO A MINIMUM AND IN NO CASE SNALL EXCEED 150 �
<br /> EXST. EXISTING STA STATION
<br /> FEET UN�ESS AUTHORIZED BY THE ENGINEER. ��Mr OI�fiRY �ROSION f-�ND �EDIMCItl� CONTrI`./� �O�ES FDC FIRE DEPARTMENT CONNECTION STD STANDARD
<br /> 11. WHERE EXISTING PAVEMENT, CURBS, SIDEWALKS, DRIVEWAYS, OR LANDSCAPE FEATURES ARE NOT INDICATED TO BE REMOVED/REPLACED, THE FF FINISHED FLOOR (ELEVATION) SW SOUTHWEST
<br /> CONTRACTOR SHALL IMPLEMENT MEASURES TO PROTECT AND MAINTAIN EXISTING CONDITIONS. IF DAMAGED DURING CONSTRUCTION, THE 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF
<br /> CONTRACTOR SHALL REPLACE OR RESTORE AT THE CONTRACTOR'S EXPENSE. PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, FG FINISHED GRADE (ELEVATION) TEMP. TEMPORARY
<br /> RETENTION FACILITIES, UTILITIES, ETC.) FIG. FIGURE TESC TEMP. EROSION & SEDIMENT CONTROL
<br /> 12. TRAFFIC LANE STRIPING RESTORATION SHALL INCLUDE FULL STREET WIDTH PLUS ANY SIDE-STREETS UTILIZED BY THE CONTRACTOR DURING TOC TOP OF CURB
<br /> CONSTRUCTION. 2. THE IMPLEMENTATION OF 7HESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMEN7, AND UPGRAUING OF FL FLOW LINE (ELEVATION) OR FLANGE
<br /> THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS FOC FACE OF CURB TOW TOP OF WALL
<br /> GEN�RAL SEWER NOTES APPROVED. GRVL GRAVEL
<br /> TYP. TYPICAL
<br /> 3. THE BOUNUARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS HMA HOT MIX ASPHALT W WEST
<br /> 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT (CITY) STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO WS WATER SURFACE
<br /> AND SPECIAL PROVISIONS. DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE IE INVERT ELEVATION
<br /> APPLICANT/ESC SUPERVISOR FOR 7HE DURATION OF CONSTRUCTION. JT. JOINT WSDOT WA. STATE DEPT. OF TRANSPORTATION
<br /> 2. CONSTRUCTION OF ALL SEWER MAINS, SIDE SEWERS (LATERALS) AND APPURTENANCES SHALL BE IN COMPLIANCE WI7H ALL ORDINANCES LF �INEAL FEET WQ WATER QUALITY
<br /> AND CURRENT STANDARDS OF CITY OF EVERETT. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING
<br /> AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, QRAINAGE SYSTEMS, AND LT LEFf
<br /> 3. ALL REQUESTS FOR INSPECTIONS AND FOR WITNESSING TESTS SHALL BE SCHEDULED WITH THE ENGINEER 24 HOURS IN ADVANCE. ADJACENT PROPERTIES IS MINIMIZED.
<br /> FAILURE TO GIVE ADEQUATE ADVANCE NOTICE MAY RESULT IN DELAYS TO THE CONTRACTOR FOR REQUIRED INSPECTIONS. LVC LENGTH OF VERTICAL CURVE
<br /> 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM R�QUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING MAX. MAXIMUM
<br /> 4. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONSTRUCT{ON PERIOD, THESE ESC FACILITIES SHALL BE UF'GRADED AS NEEDED FOR UNEXPECTED STORM EVENTS
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES MH MANHOLE
<br /> SHOWN. IF CONFLICTS WITH EX�STING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. ANY AND SILT FENCES, ETC.). MIC MONUMENT IN CASE
<br /> CHANGES REQUIRED SHALL BE APPROVED BY THE CITY PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br /> 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVI50R AND MAINTAINED TO ENSURE MIN. MINIMUM
<br /> 5. SAWCUT OR TRENCH WHEEL CUT PAVEMENT PRIOR TO DIGGING. CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES
<br /> 6. ALL MANHOLES OVER 3 FEET IN HEIGHT SHALL BE PROVIDED WITH A LADDER OR STEPS PER CITY OF EVERETT STANDARD DRAWING NQ. DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT.
<br /> 606. 30).
<br /> 7. LANDING PLATFORMS WILL BE REQUIRED FOR ALL MANHOLES WHERE THE LADDER HEIGHT EXCEEDS 20 FEET. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS
<br /> DURING THE WEf SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE
<br /> 8. SUBMIT SHOP DRAWINGS FOR ALL NEW MANHOLES TO THE ENGINEER FOR APPROVAL. NO MANHOLE SHALL BE MANUFACTURED PRIOR APPROVED ESC METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, ETC.).
<br /> TO Af'PROVAL OF SNOP DRAWINGS. 8. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN
<br /> 9. ALL PIPES SHALL BE CLEARLY MARKED WITH TYPE, CLASS AND THICKNESS, AS APPLICABLE. LETTERING SHALL BE LEGIBLE AND (15) DAYS.
<br /> PERMANENT UNDER NORMAL CONDITIONS OF HANDLING AND STORAGE.
<br /> 9. THE ESC �'ACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN
<br /> 10. UNLESS AUTHORIZED BY THE ENGINEER, NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE FORTY EIGHT (48) HQURS FOLLOWING A STORM EVENT.
<br /> UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE PORT.
<br /> � 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL
<br /> 11. STAKE ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENT FOR LINE AND GRADE PRIOR TO STARTING CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT
<br /> � CONSTRUCTION. FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
<br /> 0
<br /> Z
<br /> 0 12. CLEAN AND FLUSH ALL SEWER LINES WITH CLEAN WATER PRIOR TQ TESTING. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND
<br /> T MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO
<br /> � 13. RECONNEC"f ALL EXISTING AND ACTIVE SIDE SEWERS TO NEW MAINS WHETHER SHOWN OR NOT IN DRAWINGS. SIDE SEWER �OCATIONS ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
<br /> �, SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE SUBJECT TO RELOCATION IN THE FIELD. INSTALL TEE OR WYE BRANCH TO
<br /> � SEWER MAIN LINE AT LOCATION DESIGNATED OR APPROVED BY THE ENGINEER. ALL SIDE SEWERS MAY NOT BE AS SNOWN ON THE 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH TH�
<br /> � PLANS. NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACIIY. IF THE FACILITY IS TO
<br /> c� FUNCTION ULTIMATELY AS AN INFILTRA?ION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM
<br /> o� 14. SOME EXISTING DRY SIDE SEWERS AND CAPPED TEES MAY BE ENCOUNTERED ON THIS PROJECT. VERIFY WITH ENGINEER iF AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF TH� PERMANENT FACILI7`(.
<br /> � REPIACEMENT SIDE SEWER IS REQUIRED.
<br /> m 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS
<br /> � 15. AFTER BACKFILL ALL SIDE SEWERS AND STORM DRAIN CONNECTIONS SHALL BE TESTED IN ACCORDANCE WITH WSDOT STANDARD OF 2 TO 3 INCHES.
<br /> � SPECIFICATIONS 7-17.3(2)F. SIDE SEWERS AND STORM DRAIN CONNECTIONS THAT ARE RECONSTRUCTED OR REPAIRED TO A LENGTH OF
<br /> � 10 �EET OR MORE SHALL BE TESTED FOR WATERTIGHTNESS SIMULTANEOUSLY WITH THE MAIN LINE IN ACCORDANCE WITH WSDOT 14. PRIOR TO THE BEGINNING QF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDEN7IFY WHICH
<br /> M STANDARD SPECIFICATIONS 7-17.3(2)F. TESTING OF NEWLY RECONSTRUCTED SECTIONS OF SIDE SEWERS CONSISTING OF A SINGLE ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK
<br /> � LENGTH OF PIPE WILL NOT BE REQUIRED. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE PORT INSPECTOR. OF THE B�GINNING OF THE WEf SEASON. A SKETCH MAP OF THOSE AREAS TO REMAIN UNCOVERED SHALL �E SUBMITTED
<br /> o TO THE CITY CONSTRUCTION INSPECTOR. THE CITY CONSTRUCTION INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL
<br /> N 16. TEMPORARY BYPASS PLANS FOR ALL SANITARY SEWER AND STORM DRAIN SYSTEM SHALL BE SUBMITTED TO THE PORT FOR APPROVAL. AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES.
<br /> m
<br /> �
<br /> � 17. TEMPORARY BYPASS SHALL BE INSTALLED AND FULLY OPERATIONAL PRIOR TO REMOVAL OF ANY SANITARY SEWER MAINS OR MANHOLES.
<br /> 0
<br /> 0
<br /> M 18. STRUCTURAL FILL OR CSBC OR GRAVEL BORROW WILL BE REQU►RED FOR BACKFILL AROUND ALL NEW MANHOLES.
<br /> i
<br /> ° 19. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS ON EXISTING AND PROPOSED MANHOLES. NOTIFY THE ENGINEER IF ELEVATIONS DIFFER
<br /> � PRIOR TO ORDERING MANHOLES AND PRIOR TO BEGINNING ANY PIPE INSTALLATION.
<br /> i
<br /> Y
<br /> CALL BEFORE YOU DIG
<br /> p p IF SHEET IS �ESS THAN 22x34
<br /> .N 1-�800-424-5555 � : ��COf�1D DfIA�I�� REDUCE SCALES ACCORDING�Y
<br /> � ,� . �
<br /> �
<br /> � NROVANDERHORST AS LNOTED �O RT � � �V� �TT DWG. N0.
<br /> o G-1
<br /> M
<br /> N 2 5/30/19 DAS RECORD DRAWING REFER TO DESIGNED BY: DATE: � � � � � � /� � � � � � � � �� � ��� � � (� 8
<br /> � 2731 Wetmore Avenue, Suite 300
<br /> �, � � k Everett,wa9a2o� ORIGINAL DRAWINGS D. STEWART AUGUST 2018 dV� u �� C�P No. 2-0-050-01
<br /> ��
<br /> 0 425.493.5221 FQ R
<br /> � °`"' www.otak.com 1 11/9/18 KCK CITY OF EVERETT COMMENTS � � � � � � � � � � � � � � �
<br /> � VE ET -�"� ` � SIGNATURES qRAKAYANDA NHEVANDERHORST PROJECT _
<br /> � AND SEALS No. MR-SM-2017 06
<br /> � P.O. BOX 538 p 8/15j18 KCK ISSUED FOR PERMIT REVIEW APPROVED BY:
<br /> � EVERETT, WA 98206
<br /> �" (425) 259-3164 PROJECT 32492.coo GENERAL NOTES, LEGEND, ,4ND A�BREVIATIONS SHEET N0. 2 oF 15
<br /> o N0. DATE BY REVISION N0. DATE BY REVISION
<br /> �
<br />
|