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NOTES
<br />A.
<br />ROMAC, FORD, OR MUELLER SERVICE SADDLE WITH C.C. THREAD TO BE USED ON ALL MAINS 4" DIA. AND
<br />LARGER. ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES
<br />DEPARTMENT AT THE DEVELOPERS OR CONTRACTORS EXPENSE
<br />B.
<br />CORPORATION STOP:
<br />3/4" OR 1" - FORD FB600, OR CITY APPROVED EQUAL
<br />1
<br />C.
<br />FORD SERIES LAO-2-33S NL FOR 3/4" OR LA02-44S-NL FOR 1" BEND FITTING (1/8 OR 1/4) FOR FLARE x FLARE
<br />COPPER. PHYSICAL BENDS IN POLYETHYLENE PIPE ARE NOT ALLOWED. USE APPROPRIATE 1/4 OR 1/8 BENDS PER
<br />rl rK
<br />NOTE B ABOVE.
<br />D.
<br />USE MUELLER H-15073 N INSTA-TITE FITTING OR CITY APPROVED EQUAL FOR IPS-PE PLASTIC PIPE X FEMALE
<br />COPPER FLARE THREAD.
<br />z ¢
<br />E.
<br />RESIDENTIAL SERVICE:
<br />�2
<br />>
<br />1.
<br />PROVIDE 3/4" OR 1" POLYETHYLENE TUBING MEETING THE FOLLOWING REQUIREMENTS:
<br />o
<br />a. AWWA C901.
<br />w z
<br />b. ASTM D2239, SIDR 7, FOR ID IRON PIPE SIZE (IPS).
<br />Og
<br />c. ASTM 3350 - PE3608 OR PE4710.
<br />z
<br />^�
<br />2.
<br />PROVIDE A #10 AWG, SINGLE STRAND COPPER WIRE WITH BLUE TYPE OF OR USE COATING SUITABLE FOR
<br />DIRECT BURY.
<br />C
<br />H i
<br />a. WRAP WIRE AROUND TUBING, ONE WRAP PER FT, ITS ENTIRE LENGTH.
<br />U
<br />b. SECURE ONE END AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE A MINIMUM OF 18" OF THE
<br />OTHER END IN THE METER BOX.
<br />-
<br />F.
<br />NON-RESIDENTIAL SERVICE:
<br />A
<br />1.
<br />PROVIDE 3/4" OR 1" TYPE K COPPER TUBING MEETING ASTM B88, ANSI/NSF 61 & APPLICABLE IAPMO
<br />STANDARDS.
<br />G.
<br />USE 1/4 OR 1/8 BEND BRASS ST BEND WITH MUELLER H-15426 N INSTA-TITE FITTING OR CITY APPROVED EQUAL
<br />LU
<br />E F G U
<br />FOR IPS-PE PLASTIC PIPE X MALE IRON PIPE THREAD.
<br />m
<br />D a
<br />H.
<br />3/4" METER SETTER SHALL BE "A.Y. MCDONALD" 62-212WWDD33-15 OR APPROVED EQUAL.
<br />1" METER SETTER SHALL BE "A.Y. MCDONALD" 62-415WWDD44-15 OR CITY APPROVED EQUAL.
<br />B
<br />o
<br />I.
<br />METERS SHALL BE SUPPLIED AND INSTALLED BY CITY UTILITIES DEPARTMENT AT THE DEVELOPERS OR
<br />N
<br />CONTRACTOR EXPENSE.
<br />0
<br />J.
<br />PROVIDE METER BOX BODY MANUFACTURED BY "RAVEN PRODUCTS, FOR A 3/4" USE MODEL RMB-11-18-12,
<br />3
<br />3/4" OR 1" METERED WATER SERVICE
<br />FOR A 1" USE MODEL RMB-15-27-12", MOUSEHOLES CUT, WITH AASTHO H-20 RATED DI FLUSH SOLID COVER
<br />Z
<br />LID OR EQUAL.
<br />°
<br />0
<br />0
<br />K.
<br />PLACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF METER TO PREVENT FREEZING.
<br />0
<br />Z
<br />0
<br />CITY OF EVERETT
<br />EVERETT PUBLIC WORKS DEPARTMENT
<br />d
<br />0 0
<br />City Engineer alter ger Current Rev Date
<br />RYAN SASS SR'.�AEFTI �PAULWILHELM WRB 09/18/2017
<br />T11
<br />am
<br />0 0
<br />ST
<br />METERED WATER SERVICES gNDARDDPAWING No.
<br />E a
<br />3/4" & 1" 501
<br />(�_] 1VIE'TERED WATER SER VICES 314" & 4"
<br />�62 N. T. S. (CITY OF EVERETT STD. 501)
<br />Know what's below.
<br />Call before you dig.
<br />UTILITY CONFLICT NOTE:•
<br />CAUTION.•
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br />CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING
<br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
<br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
<br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
<br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
<br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />E7
<br />0
<br />0
<br />0
<br />3
<br />0
<br />0
<br />0
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<br />0
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<br />y
<br />�a
<br />wm
<br />os
<br />a
<br />E Q ry
<br />1/2 CU YD WASHED ROCK
<br />1-1/2" DRAIN ROCK
<br />Xll
<br />SW 1/4, NE 1/4, SEC. 23, T.28 N., RAE., W.M.
<br />CITY OFEVERETT, WASHINGTON
<br />MAX RAKE, 1/4" PER FT
<br />FROM GROUND LEVEL
<br />TRAFFIC SAFETY VALVE BOX AND EXTENSION PER
<br />FEATURE BREAK -OFF STANDARD DRAWING 505
<br />FLANGE, BREAK OFF
<br />NUTS AND BOLTS
<br />DUCTILE IRON TEE
<br />RETAINER (MJxMJxFL) OR
<br />GLANDS TAPPING TEE (FL)
<br />K
<br />12"x12"x4"
<br />CONIC BLOCK
<br />6 MIL PLASTIC SHEETING WRAP
<br />UNDISTURBED EARTH
<br />GATE VALVE
<br />(MJ x FL)
<br />2 FIREIIYDRANT INSTALLATION
<br />�62 N.T.S. (CITY OF EVERETT STD. 507)
<br />PARTS
<br />A. HYDRANTS AND ALL MATERIALS SHALL CONFORM TO
<br />AWWA STANDARDS AND SHALL BE OF STANDARD
<br />MANUFACTURE (MUELLER SUPER CENTURION #250,
<br />WATEROUS PACER #WB67, OR CITY APPROVED
<br />EQUAL).
<br />B. 5-1/4" VALVE MINIMUM.
<br />C. 1-1/4" OPERATING NUT AND CAP NUT FOR 2-1/2"
<br />PORTS.
<br />D. NATIONAL STANDARD THREAD ON 2-1/2" PORTS.
<br />E. 5" STORZ FITTING WITH NATIONAL STANDARD THREAD
<br />ON THE 4-1/2" PORT.
<br />F. IF HYDRANT RISES THROUGH CONCRETE, USE
<br />EXPANSION STRIP AROUND HYDRANT BARREL, PER STD
<br />PLAN 509. IN ADDITION, INSTALLATION OF THE
<br />HYDRANT ON PRIVATE PROPERTY SHALL EQUAL OR
<br />EXCEED THE STANDARDS FOR INSTALLATION OF
<br />PUBLIC FIRE HYDRANTS IN THE CITY OF EVERETT.
<br />G. PROVIDE FOR VEHICULAR TRAFFIC PROTECTION WHEN
<br />NECESSARY PER STANDARD DRAWING 508.
<br />H. STEAMER PORT TO BE FACING STREET OR ROADWAY
<br />FOR FIRE ENGINE ACCESS.
<br />I. BREAK -OFF FLANGE TO BE 2"-4" ABOVE GROUND
<br />LEVEL.
<br />J. INSTALL CONCRETE PAD AROUND HYDRANT IN
<br />UNPAVED, SOD AND ASPHALT AREAS PER STANDARD
<br />DRAWING 508.
<br />K. HYDRANT CONNECTION PIPE TO BE DUCTILE IRON
<br />CLASS 52, ANY INTERMEDIATE JOINTS TO BE MJ WITH
<br />RETAINER GLANDS, OR FIELD LOCK GASKETS.
<br />L. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS
<br />OF HIGH GLOSS CATERPILLAR YELLOW, LUXLITE
<br />#6100-516 OR "RUST-OLEUM" #7448 OR APPROVED
<br />EQUAL. THE PORT CAPS WILL BE PAINTED BLACK.
<br />M. PROVIDE FOR A MINIMUM OF T CLEAR ZONE AROUND
<br />HYDRANT.
<br />4 CITY OF EVERETT
<br />:77 PUBLIC WORKS DEPARTMENT
<br />clty Engineer Section Manager CAp Manager prawn By Current Rev Date
<br />RYA SASS R HEFTI PAUL WILHELM WRB 5/9/2018
<br />TITLE
<br />FIRE HYDRANT
<br />INSTALLATION 507
<br />WATER MAIN SYSTEM GENERAL NOTES:
<br />ALL CONSTRUCTION OF WATER MAINS AND RELATED APPURTENANCES SHALL
<br />CONFORM TO THESE STANDARDS, APPLICABLE AMERICAN WATER WORKS ASSOCIATION
<br />(AWWA) SPECIFICATIONS AND APPLICABLE SECTIONS OF DIVISION 7 OF THE
<br />WSDOT/APWA STANDARD SPECIFICATIONS. THE GENERAL REQUIREMENTS OF AWWA
<br />AND THE WSDOT/APWA STANDARD SPECIFICATIONS SHALL APPLY UNLESS THEY ARE
<br />INCONSISTENT WITH ANY OF THE PROVISIONS OF THIS PARTICULAR SECTION.
<br />SHOULD INCONSISTENCIES OCCUR, THESE STANDARDS SHALL HAVE PRECEDENCE.
<br />ALL REFERENCE TO STANDARD SPECIFICATIONS SUCH AS AWWA OR WSDOT/APWA
<br />SHALL REQUIRE THE USE OF THE LATEST EDITION.
<br />ANY PUBLIC WATER SYSTEM OR ANY PLUMBING IN A RESIDENTIAL OR
<br />NONRESIDENTIAL FACILITY PROVIDING WATER FOR HUMAN CONSUMPTION WHICH IS
<br />CONNECTED TO A PUBLIC WATER SYSTEM SHALL BE LEAD FREE. WITH RESPECT TO
<br />SOLDERS AND FLUX, "LEAD FREE" SHALL MEAN NO MORE THAN 0.2% LEAD. WITH
<br />RESPECT TO PIPES AND PIPE FITTINGS, "LEAD FREE" SHALL MEAN NO MORE THAN
<br />8q LEAD.
<br />WATER MAIN EXTENSIONS WILL BE REQUIRED WHEN THE PROPERTY DOES NOT
<br />FRONT ON A WATER MAIN OR WHEN THE EXISTING WATER MAIN IS NOT ADEQUATE
<br />TO MEET THE MINIMUM FIRE FLOW REQUIREMENT. THE NEW WATER MAIN EXTENSION
<br />SHALL EXTENDED ACROSS THE PROPOSALS FULL FRONTAGE AND SHALL BE
<br />EXTENDED THROUGH AND TO THE LIMITS OF THE PROPERTY BEING DEVELOPED FOR
<br />SYSTEM CIRCULATION OR FUTURE DEVELOPMENT AS DETERMINED BY THE PUBLIC
<br />WORKS DEPARTMENT. THE MINIMUM SIZE WATER MAIN SHALL BE DETERMINED BY
<br />THE PUBLIC WORKS DEPARTMENT AND SHALL BE AT LEAST 8" INCHES IN DIAMETER
<br />UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS DESIGNEE.
<br />WATER MAIN EXTENSIONS OR REPLACEMENTS AND/OR NEW FIRE HYDRANT
<br />INSTALLATIONS MAY ALSO BE REQUIRED PER THE REQUIREMENTS OF THE CITY FIRE
<br />MARSHAL. FIRE HYDRANT INSTALLATIONS ARE NOT ALLOWED ON WATER MAINS THAT
<br />DO NOT MEET THE MINIMUM FIRE FLOW REQUIREMENTS OF THE AREA. IN A SINGLE
<br />FAMILY / DUPLEX NEIGHBORHOOD, THE FIRE FLOW IN THE MAIN MUST BE A
<br />MINIMUM OF 1000 GPM BEFORE THE INSTALLATION OF A FIRE HYDRANT IS
<br />ALLOWED.
<br />A FIRE HYDRANT IS REQUIRED WITHIN 350 FEET OF EVERY STRUCTURE FOR SINGLE
<br />FAMILY HOMES AND DUPLEXES AS WELL AS NEW SUBDIVISIONS AND SHORT
<br />SUBDIVISION FOR SINGLE FAMILY HOMES AND DUPLEXES.
<br />FOR ALL OTHER BUILDINGS FROM TRIPLEXES TO COMMERCIAL USES, A FIRE
<br />HYDRANT IS REQUIRED WITHIN 200 FEET, BUT NOT CLOSER THAN 50 FEET TO ANY
<br />STRUCTURE (MEASURED DISTANCE TO BE ALONG ROUTE TO BE TRAVELED BY FIRE
<br />EQUIPMENT).
<br />WATER METERS ARE REQUIRED FOR ALL NEW SERVICES INCLUDING DOMESTIC,
<br />IRRIGATION AND FIRE SERVICES.
<br />AFTER THE INSTALLATION OF ANY WATER SERVICE BY THE PUBLIC WORKS
<br />DEPARTMENT, THE PROPERTY OWNER SHALL BE HELD RESPONSIBLE FOR, AND MAY
<br />BE CHARGED FOR, ANY AND ALL DAMAGES TO THE SERVICE LINE, METER SETTER,
<br />METER AND METER BOXES/VAULT OR ANY OTHER APPURTENANCES UNTIL
<br />COMPLETION OF CONSTRUCTION AND/OR THE STRUCTURE IS APPROVED FOR
<br />OCCUPANCY.
<br />ALL WATER MAINS ON PRIVATE PROPERTY THAT ARE LOOPED BACK TO THE PUBLIC
<br />RIGHT-OF-WAY OR ARE OPEN TO THE GENERAL PUBLIC SYSTEM SHALL BE
<br />INSTALLED IN EASEMENTS, GRANTED TO THE CITY, AND SHALL BE MAINTAINED BY
<br />THE CITY. (SEE SECTION 5-8.6 FOR MAIN LOOPING REQUIREMENTS.)
<br />THE MINIMUM WATER MAIN EASEMENT WIDTH SHALL BE 15 FEET, 5 FEET ON ONE
<br />SIDE AND 10 FEET ON THE OTHER SIDE AND SHALL BE EXCLUSIVE FOR THE WATER
<br />MAIN AND APPURTENANCES. THE LEGAL DESCRIPTION SHALL BE PREPARED BY A
<br />SURVEYOR LICENSED TO PRACTICE IN THE STATE OF WASHINGTON. THE EASEMENT
<br />SHALL BE REVIEWED AND APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS
<br />DESIGNEE PRIOR TO ACCEPTANCE.
<br />DUE TO THE COMPLEXITIES OF MANY WATER MAINS AND THEIR INTERFACE WITH
<br />OTHER UNDERGROUND STRUCTURES, ALL WATER MAIN CONSTRUCTION SHALL BE
<br />STAKED TO ENSURE PLACEMENT WITHIN DESIGNATED EASEMENTS. ANY DEVIATION
<br />FROM THIS REQUIREMENT MUST BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR
<br />HIS DESIGNEE.
<br />UPON COMPLETION OF THE INSTALLATION OF THE WATER SYSTEM, THE ORIGINAL
<br />SIGNED DRAWING OF THE WATER CONSTRUCTION PLAN MUST BE EDITED TO REFLECT
<br />ACTUAL CONSTRUCTED CONDITIONS (RECORD DRAWINGS) BY THE
<br />DEVELOPER/CONTRACTOR, CERTIFIED AS SUCH BY HIM AND TURNED INTO THE CITY.
<br />A RECORD DRAWING PRINT SHALL BE SUBMITTED FOR CHECKING BY THE CITY
<br />INSPECTOR AND PUBLIC WORKS DEPARTMENT PRIOR TO SUBMITTING THE REVISED
<br />ORIGINALS. THE WATER RECORD DRAWING SHALL BE SUBMITTED WITHIN 14 DAYS OF
<br />THE PUBLIC WATER MAIN BECOMING LIVE.
<br />THE INSTALLATION OF ALL WATER MAINS AND APPURTENANCES SHALL BE IN
<br />ACCORDANCE WITH THE CONSTRUCTION PLANS AS APPROVED BY THE PUBLIC WORKS
<br />DIRECTOR OR HIS DESIGNEE FOR THE PROJECT. ANY DEVIATIONS OR CHANGES ARE
<br />TO BE APPROVED BY PUBLIC WORKS DIRECTOR OR HIS DESIGNEE BEFORE THE
<br />CHANGES ARE INCORPORATED INTO THE WORK.
<br />ALL MATERIALS SHALL BE NEW AND UNDAMAGED. UNLESS OTHERWISE APPROVED BY
<br />THE PUBLIC WORKS DIRECTOR OR HIS DESIGNEE, THE SAME MANUFACTURER OF
<br />EACH ITEM SHALL BE USED THROUGHOUT THE WORK. CONTRACTORS SHALL FURNISH
<br />A WATER TIGHT PLUG OF THE APPROPRIATE SIZE WHICH SHALL BE INSTALLED IN
<br />THE END OF THE WATER MAIN ANYTIME WORK IS DELAYED OR STOPPED.
<br />WATER MAIN SYSTEM CONSTRUCTION PLAN NOTES:
<br />A. WATER PLANS ARE TO BE SEPARATE FROM OTHERS AND SHALL HAVE WATER MAINS
<br />HIGHLIGHTED AND INDICATE LOCATIONS OF OTHER UTILITIES.
<br />B. PLANS MUST SHOW EASEMENTS WHERE MAINS ARE ON PRIVATE PROPERTY AND ALL
<br />HYDRANTS, METERS, AND OTHER APPURTENANCES MUST BE WITHIN THE EASEMENTS.
<br />EASEMENTS MUST MEET THE REQUIREMENTS OF SECTION 5-1.
<br />C. EASEMENTS MUST BE EXECUTED AT COMPLETION OF CONSTRUCTION. EASEMENTS FOR
<br />WATER MAINS MUST BE 15 FEET WIDE WITH THE CENTER OF THE WATER MAIN 5 FEET
<br />FROM ONE OF THE SIDES LEAVING 10 FEET ON THE OTHER. ACCESS TO EASEMENTS
<br />FOR MAINTENANCE MUST REMAIN OPEN. STRUCTURES, FENCES, AND SHRUBS ARE NOT
<br />TO BE PLANTED ON EASEMENTS.
<br />D. SHOW ELEVATIONS OF SEWER MAINS, WATER MAINS AND STORM DRAINS WHERE THEY
<br />CROSS EACH OTHER.
<br />E. POTABLE WATER MAINS SHALL MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE
<br />AND 18 INCHES VERTICAL SEPARATION ABOVE NON -POTABLE UTILITIES (INCLUDING
<br />SEWER, STORM DRAINAGE AND IRRIGATION) WHENEVER POSSIBLE. IF SITE CONDITIONS DO
<br />NOT ALLOW SUCH MINIMUM SEPARATIONS, PIPELINES MAY BE LOCATED CLOSER TO EACH
<br />OTHER PROVIDED ADDITIONAL PRECAUTIONS ARE IDENTIFIED AND INSTITUTED TO ASSURE
<br />PROTECTION OF THE POTABLE LINE. NO OTHER UTILITIES, POTABLE OR NON -POTABLE,
<br />SHALL BE WITHIN 5 FEET HORIZONTAL AND 12 INCHES VERTICAL FROM THE WATER MAIN.
<br />F. ALL INSTALLED HYDRANTS MUST BE COVERED BY A BURLAP BAG OR OTHER SUITABLE
<br />COVERING UNTIL ACCEPTED BY THE PUBLIC WORKS DIRECTOR OR HIS DESIGNEE AND
<br />PLACED IN SERVICE.
<br />G A WASHINGTON STATE APPROVED BACKFLOW PREVENTION DEVICE IS REQUIRED FOR ALL
<br />IRRIGATION SYSTEMS.
<br />H. ALL ENVIRONMENTAL SENSITIVE AREAS SHALL BE SHOWN ON THE WATER SYSTEM
<br />CONSTRUCTION PLANS.
<br />I. PLANS MUST SHOW REQUIRED THRUST RESTRAINT PER SECTION 5-13 OF THESE
<br />STANDARDS.
<br />J. ALL WATER CONSTRUCTION PLANS SHALL BE PREPARED, STAMPED AND SIGNED BY AN
<br />ENGINEER REGISTERED IN THE STATE OF WASHINGTON.
<br />WASTEWATER SYSTEM INSTALLATION NOTES:
<br />1. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE DEVELOPER SHALL ARRANGE A
<br />PRE -CONSTRUCTION CONFERENCE WITH THE MUKILTEO WATER AND WASTEWATER DISTRICT.
<br />THE DEVELOPER, CONTRACTOR AND PROPOSED ON -SITE SUPERVISOR SHALL ATTEND.
<br />2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST REVISION,
<br />INCLUDING ADDENDA AND UPDATES, OF THE MUKILTEO WATER AND WASTEWATER DISTRICT
<br />DEVELOPER STANDARDS. CONTRACTOR TO HAVE MUKILTEO WATER AND WASTEWATER
<br />DISTRICT STANDARDS ON JOB SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS.
<br />J. A DISTRICT APPROVED SIGNED COPY OF THE PLANS MUST BE ON THE JOB SITE
<br />WHENEVER CONSTRUCTION IS IN PROGRESS.
<br />4. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS
<br />AND SPECIFICATIONS OF THE DISTRICT, THE PROJECT SPECIFICATIONS, AND THE MOST
<br />RECENT EDITION OF THE APWA STANDARDS AND SPECIFICATIONS.
<br />5. WORK SHALL NOT COMMENCE UNTIL APPROVAL IS RECEIVED FROM THE STATE
<br />DEPARTMENT OF ECOLOGY, UNLESS THE REVIEW AND APPROVAL IS WAIVED BY ECOLOGY.
<br />6. FRONT PROPERTY CORNERS SHALL BE SET BY ALAND SURVEYOR LICENSED IN THE STATE
<br />OF WASHINGTON PRIOR TO THE START OF CONSTRUCTION.
<br />7. NOTIFY THE DISTRICT 72 HOURS (3 WORKING DAYS) PRIOR TO BEGINNING CONSTRUCTION
<br />AND FOR ANY RESTARTS OF WORK.
<br />8. FOR AID IN UTILITY LOCATION, CALL 1-800-424-555, A MINIMUM OF 48 HOURS (2
<br />WORKING DAYS) PRIOR TO BEGINNING OF CONSTRUCTION. EXISTING UTILITIES, WHETHER
<br />SHOWN OR NOT, SHALL BE LOCATED PRIOR TO CONSTRUCTION, SO AS TO AVOID DAMAGE
<br />OR DISTURBANCE, AND THE DEVELOPER SHALL ASSUME ALL RESPONSIBILITY AND COSTS
<br />CONNECTED THEREWITH TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY.
<br />9. PIPE LENGTHS, MANHOLE DEPTHS, ETC., AS SHOWN ARE APPROXIMATE. DEVELOPER IS
<br />RESPONSIBLE FOR SUPPLYING PROPER QUANTITIES OF MATERIALS.
<br />10. PROVIDE THE DISTRICT'S INSPECTOR WITH A COPY OF ALL CUT SHEETS PRIOR TO
<br />CONSTRUCTION.
<br />11. PERMANENT ACCESS FOR DISTRICT SERVICE VEHICLES SHALL BE PROVIDED AT ALL
<br />MANHOLES. MANHOLES SHALL BE CONSTRUCTED AS PER DISTRICT STANDARD DETAILS,
<br />INCLUDING CONSTRUCTION OF CHANNELS. WHERE INDICATED, PROVIDE KNOCK -OUTS AND
<br />CHANNELIZATION FOR SIDE SEWER OR FUTURE MAINLINE EXTENSIONS; AND FOR PVC PIPE,
<br />PROVIDE A WATERTIGHT FLEXIBLE RUBBER BOOT OR HEAVY DUTY SAND COLLAR. PROVIDE
<br />WATER TIGHT LOCKING LIDS FOR MANHOLE COVERS.
<br />12. CONNECTION TO EXISTING MAIN SHALL BE DONE SO AS TO PREVENTANY FOREIGN
<br />MATERIALS FROM ENTERING EXISTING SEWERS. EXISTING PIPE IN SADDLE MANHOLE
<br />INSTALLATIONS SHALL NOT BE CUT OR REMOVED UNTIL INSTRUCTED TO DO SO BY THE
<br />DISTRICT.
<br />13. CONNECTION TO EXISTING MANHOLES SHALL BE MADE BY UTILIZATION OF A CONCRETE
<br />CORE- DRILLING MACHINE OF ADEQUATE DIAMETER TO GROUT IN PLACE AN ADAPTER IF
<br />PVC SEWER LINES ARE INSTALLED. ALIGN CORE -DRILLING MACHINE TO PROVIDE MINIMUM
<br />OF 0. 10-FOOT DROP ACROSS THE MANHOLE.
<br />14. PVC PIPE SHALL BE SD4-35 ASTM D3034 FURNISHED IN 13-FOOT MAXIMUM LENGTHS
<br />AND SHALL BE FULLY ENCASED IN PEA GRAVEL (OR CRUSHED ROCK, BASE COURSE, IF
<br />INSTALLED WITHIN THE CITY LIMITS OF EVERETT) EXTENDING FROM 4 INCHES BELOW TO
<br />12 INCHES ABOVE PIPE BARREL.
<br />15. DI SANITARY SEWER PIPE SHALL CONFORM TO AWWA C151 AND SHALL BE POLYETHYLENE
<br />OR EPDXY LINED, RESTRAINED JOINT. THE DI PIPE SHALL BE CLASS 52, UNLESS
<br />OTHERWISE APPROVED.
<br />16. SEWERS TO BE LOCATED BELOW POTABLE WATER LINES, WITH 18-INCHES VERTICAL
<br />SEPARATION AND WITH A MINIMUM OF 10 FOOT HORIZONTAL SEPARATION FROM PARALLEL
<br />WATER LINES. CROSSING ANGLES SHALL BE 45 DEG. OR GREATER. UNUSUAL OR SPECIAL
<br />CONDITIONS ARE ADDRESSED IN ACCORDANCE WITH THE DEPARTMENT ECOLOGY AND
<br />DEPARTMENT OF HEALTH CRITERIA.
<br />17. SIDE SEWER SHALL BE A MINIMUM OF 6 INCHES IN DIAMETER AND SHALL HAVE A
<br />MINIMUM SLOPE OF 27.. SIDE SEWER SHALL INCLUDE TWO 6-INCH TEES AT THE
<br />PROPERTY LINE; ONE WITHIN THE PUBLIC RIGHT-OF-WAY AND ONE WITHIN THE PRIVATE
<br />PROPERTY. SEE DETAIL.
<br />18. ALL SEWER LINES SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH DISTRICT
<br />STANDARDS AND SPECIFICATIONS.
<br />19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND/OR REPAIRING ASPHALT
<br />AND GRAVEL SURFACE DISTURBED AS A RESULT OF THIS CONSTRUCTION UNTIL THEY AR
<br />ACCEPTED BY THE PUBLIC WORKS DEPARTMENT OF THE CITY AND/OR COUNTY.
<br />20.COMPACTION: ALL TRENCH BACKFILL AND ROADWAY EMBANKMENT SHALL BE COMPACTED
<br />TO 957. OF MODIFIED PROCTOR DRY MAXIMUM DENSITY IN ACCORDANCE WITH ASTM
<br />D 1557, EXCEPT THE TOP 6 INCHES IN PAVED AREAS WHICH SHALL BE 1009.
<br />21. MANHOLE COVERS LOCATED IN ASPHALT AREAS SHALL BE ADJUSTED TO FINISH GRADE
<br />PRIOR TO PAVING.
<br />22. NO UTILITY FACILITIES WILL BE ACCEPTED BY THE DISTRICT IF PROPER INSPECTIONSHAVE
<br />NOT BEEN COMPLETED.
<br />24. SEWER SERVICE IS AVAILABLE ONLY AFTER TRANSFER OF OWNERSHIP TO THE DISTRICT
<br />AND AFTER PAYMENT OF ALL CURRENT APPLICABLE FEES.
<br />
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