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166 LF 8" D.I.
<br />CONNECT TO EXISTING.
<br />COORDINATE WITH SURVEYOR
<br />FOR CONNECTION.
<br />4 LF 6" D.I. —
<br />47 LF 8 D.I.—
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<br />62 LF 8" D.I.
<br />EXISTING FIRE AND DOMESTIC — J-- — i
<br />WATER SERVICES TO REMAIN.
<br />EXISTING BACKFLOW DEVICES TO REMAIN I
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<br />LEGEND
<br />DOMESTIC WATER PIPE
<br />1 WATER TEE W/ THRUST BLOCKING
<br />IAE� 90' WATER BEND W/ THRUST BLOCKING
<br />45° WATER BEND Wj THRUST BLOCKING
<br />GATE VALVE
<br />FIRE HYDRANT
<br />NOTE — 91500 ixcP'k
<br />ALL EXISTING WATER LINES SHALL BE SURVEYED
<br />AND CHECKED FOR CONFORMANCE WITH CITY
<br />RECORDS. EXISTING WATERLINE LOCATION SHALL
<br />BE DOCUMENTED IN FINAL ASBUILTS
<br />a
<br />CITY OF EVERETT WATER I E`
<br />WATERL
<br />CONNECT TO EXISTING WATER MAIN
<br />1-8" VERTICAL BEND (MJ)
<br />SEE COE WATER NOTES (B) BELOW.
<br />TEE (FLxMJ); 1-6" GATE VALVE (FLxMJ)
<br />O1-8"x6"
<br />THRUST RESTRAINT PER COE STANDARDS
<br />O1—FIRE
<br />HYDRANT ASSEMBLY PER CITY
<br />OF EVERETT STD, DETAIL 507
<br />1-8" 45° BEND (MJ)
<br />THRUST RESTRAINT PER COE STANDARDS
<br />O1-8"
<br />45° BEND (MJ)
<br />THRUST RESTRAINT PER COE STANDARDS
<br />O1-8"x6"
<br />TEE (FLxMJ); 1-6" GATE VALVE (FLxMJ)
<br />THRUST RESTRAINT PER COE STANDARDS
<br />O1—FIRE
<br />HYDRANT ASSEMBLY PER CITY
<br />OF EVERETT STD. DETAIL 507
<br />O1-8"
<br />45° BEND (MJ)
<br />THRUST RESTRAINT PER COE STANDARDS
<br />O1-8"
<br />45° BEND (MJ)
<br />THRUST RESTRAINT PER COE STANDARDS
<br />10
<br />CONNECT TO EXISTING WATER MAIN
<br />1-8" VERTICAL BEND (MJ)
<br />NOTE: USE MEGA LUG RESTRAINTS OR EQUAL
<br />ON ALL MECHANICAL JOINTS LARGER THAN 2"
<br />THRUST RESTRAIN LENGTH SHALL BE PER TABLE 5A.
<br />Fitting
<br />Diameter
<br />Leng IS to be Ro°+Ls.'ained irtEath
<br />Erection
<br />i [ 1 4" bend
<br />5, b'
<br />I0, I
<br />45" bien l
<br />15' 20.
<br />25
<br />90" btynel"'
<br />45"
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<br />Tees (wheve all lcg"4 salt be
<br />201 25'
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<br />Dead Ends and Ecc. (where
<br />nnly one bqtnoh is instaned-
<br />11 60' 80
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<br />a lust caste thrust blocks ill eakfiteraaa to this toble ,
<br />A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING,
<br />TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br />B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE CITY UTILITIES DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE CITY UTILITIES DEPARTMENT
<br />SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE CITY UTILITIES DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME
<br />AT WHICH THE CONNECTION SHALL BE MADE.
<br />C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS, DEC 2016.
<br />D. A PRE —CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT ENGINEERING DEPARTMENT
<br />CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br />E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE CITY UTILITIES DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING
<br />PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS.
<br />F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND NON —POTABLE CONVEYANCE SYSTEMS.
<br />G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY CITY UTILITIES DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT
<br />ALL TIMES.
<br />WATER NOTES (NAVIX)
<br />1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY
<br />PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET.
<br />2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON. 6-INCH FIRE HYDRANT LATERALS TO BE CLASS 52 DUCTILE IRON PIPE.
<br />3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE.
<br />4. SADDLES SHALL BE USED ON ALL TAPS IN ANY PUBLIC MAIN.
<br />5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS AND USE RESTRAINT GLANDS (MEGALUG OR EQUAL).
<br />6. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, CHLORINATED AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH
<br />JURISDICTION, CONTRACTOR MUST COORDINATE FLUSHING, TESTING AND DISINFECTING WITH COE.
<br />7. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC
<br />VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION.
<br />8. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND WILL BE CONDUCTED BY THE COE,
<br />9. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS.
<br />10. AS PART OF THE BASE BID, THE CONTRACTOR SHALL INCLUDE VERTICAL BENDS AND THRUST BLOCKS, AS NECESSARY, TO ACCOMMODATE PROPOSED UTILITY
<br />CROSSINGS.
<br />11, ALL GATE VALVES THAT ARE LOCATED IN LANDSCAPE AREAS SHALL HAVE CONCRETE COLLAR.
<br />12. INSTALL WATERLINES 12" AND SMALLER A MINIMUM OF 36" BENEATH FINISHED GRADE PER CITY OF EVERETT SPECIFICATIONS,
<br />13. REPLACE ALL PAVEMENT, LANDSCAPING AND FACILITIES DAMAGED DURING THE WATERLINE INSTALLATION TO PRE —CONSTRUCTION CONDITION OR BETTER.
<br />GENERAL UTILITY NOTES (NAVIX)
<br />1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (A.P.W.A.) STANDARD SPECIFICATIONS.
<br />2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOOUS,OT REPRESENT A DETAILED FIELD
<br />SURVEY, THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON A SURVEY PREPARED INC DATED
<br />THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE
<br />DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF
<br />CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS
<br />OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW.
<br />3. CAUTION — NOTICE TO CONTRACTOR
<br />THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
<br />RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION IS NOT TO BE RELIED ON AS BEING
<br />EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT
<br />FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS
<br />WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS.
<br />4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND
<br />TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS,
<br />5. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.
<br />6. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE.
<br />7. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET.
<br />8, ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF
<br />PIPE),
<br />9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE
<br />SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS
<br />WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11
<br />(AWWA C-151) (CLASS 52).
<br />10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.
<br />11, CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE
<br />WATER AND SEWER LINES.
<br />12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO
<br />ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE.
<br />13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
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<br />REVISIONS
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<br />REV ISSUED FOR: DATE
<br />1 CITY PERMMT 09.13.17
<br />SHEET NUMBER
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