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A POR�ION OF THE NW 1/4 OF THE SW 1/4 AND A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 12, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. - SNOHOMISH COUNTY, WASHINGTON
<br /> GENERAL UTILITY NOTES
<br /> 7. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. � �
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<br /> 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDfNG OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT ;
<br /> REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON TQPOGRAPHIC �
<br /> SURVEY PREPARED BY ASPI AND THE ALTA BOUNDARY SURVEY PREPARED BY GEODIMENSIONS, DATED 6/12/2Q05. THE ;
<br /> CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF i
<br /> CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE PAINT COLOR TO C
<br /> SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN IDENTIFY UTILITY ,8
<br /> ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED (SEE BELOW) TAG WITH SPECIFIC
<br /> LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. UTILITY, SIZE, AND .m
<br /> DEPTH TO INVERT �
<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
<br /> PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE 24" MIN. �`
<br /> INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY EXPOSED
<br /> COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE #4 REBAR
<br /> RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTI�ITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE �
<br /> PROPOSED IMPROVEMENTS ON THE PLANS. �
<br /> 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PI.ANS FOR EXACT LOCATION AND DIMENSIONS OF SLOPED PAVWG, EXIT PORCHES, �
<br /> SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUlLDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
<br /> 5. REFER TO INTERIQR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
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<br /> 6. ALL FILL MATERIAL SHALL BE iN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. ,\/\ //\/\ \/\/\ j\ Z
<br /> 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. � \\//\ /\\//� � �
<br /> 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. //\ \j Q � �
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<br /> 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF � � N � • �
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<br /> PIPE TO OUTSIDE EDGE OF PIPES UNLESS OTHERWISE NOTED IN PLAN.) j\\ \\j tBUR EID o a � o
<br /> 1�. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND WELD TO PLATE \ // / //
<br /> PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF \�\ \\ \\j
<br /> CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A
<br /> MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). \//\// � / ,�,+ � , a �
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<br /> 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. \/\\ \ U �' \ 'p �
<br /> 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS /�\/�� /\/�� j � > � �
<br /> AND INSTALLATION OF THE WATER AND SEWER L�NES. \ ~ �
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<br /> 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE 3/16" x10°x10° /`// / //\/ "'
<br /> PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. STEEL PLATE \j\\\\\\�
<br /> NOTE:
<br /> 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTA�LATION REQUIREMENTS AND SPECIFICATIONS. ////��/ REBAR IS TO BE CUT
<br /> GENERAL SANITARY SEWER NOTES (PACLAND) OFF 6�� BELOW SUBGRADE
<br /> AFTER UTILITY CONNECTION
<br /> IS COMPLETED AND PRIOR �,`I
<br /> 1. LOCATIONS SHOWN OF EXISTING UTILiTIES AND IMPROVEMENTS ARE APPROXIMATE ONLY, AND IT SHALL BE THE RESPONSIBILITY OF
<br /> THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS OF ALL UTILITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE. TO PAVWG 5���.�o� ��ty��
<br /> 2. ALL WORK AND MATERIA�S MUST BE IN ACCORDANCE WITH THE LATEST REVISION, INCLUDING ADDENDA AND UPDATES, OF THE CITY USE AT CAPPED END OF ALL UTILITY SERVICE CONNECTIONS o� � �F �
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<br /> OF EVERETT PUBLIC WORKS STANDARDS. CONTRACTOR TO HAVE CITY OF EVERETT PUBLIC WORKS STANDARDS ON JOB 51TE. 6 0 �� ,� �
<br /> UTILITY COLOR � p`�'�b,�s 4a,��'
<br /> 3. ROAD RESTORATION SHALL BE PER CITY OF EVERETT/WSDOT STANDARDS. SEWER GREEN �. ��yr �
<br /> 4. CONTRACTOR SHALL CALL 811, 48 HOURS PRIOR TO CONSTRUCTION, FOR AID IN LOCATION ANY EXISTING UNDERGROUND UTILITIES. WATER BLUE "�
<br /> STORM DRAIN WHITE
<br /> 5. THE CONTRACTOR SHALL KEEP TWO SETS OF PLANS ONSITE AT ALL TIMES FOR RECORDING "AS-BUILTS" INFORMATION. ONE SET ELECTRICAL RED
<br /> SHALL BE SUBMITTED TO THE CITY EVERETT PUBLIC WORKS AT COMPLETION OF CONSTRUCTION. GAS YELLOW
<br /> TELCO/CATV ORANGE
<br /> 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY OF EVERETT PUBLIC WORKS FOR A CONSTRUCTION MEETING. FUTURE SITE LIGHTING PINK
<br /> FIBER OPTIC (GAS STATION) PURPLE '" °J �
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<br /> 7. CONTRACTOR OR INDIVIDUAL SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CITY, COUNTY OR STATE MANDATED PERMITS °' °O a
<br /> DISTRICT WILL NOT BE RESPONSIBLE FOR COOR�INATING PERMITS REQUIRED OF OTHER GOVERNMENTAL AGENCIES. - v�i E''n 5
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<br /> WATER NOTES (PACLAND) U TI L I TY C 0 N N EN S I 0 N M A R K E R � I V v �
<br /> 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAfNS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER ~ "
<br /> SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENT FROM OSHA AND OTHER STATE REGULATING � '
<br /> AGENCIES MUST BE MET.
<br /> 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON PIPE.
<br /> 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE.
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<br /> 4. SADDLES SHALL BE USED ON ALL WATER SERVICES IN ANY PUBLIC MAIN - SEE CITY OF EVERETT STANDARD DRAWINGS 502A, ri .--
<br /> 502B, AND 502C. �---�' �' o
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<br /> 5. ALL ELBOWS/BENDS ON WATER MAWS SHALL BE RESTRAINED IN ACCORDANCE WITH CITY OF EVERETT STANDARDS. ' � i,j � Q
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<br /> � 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN I �� � o M ?
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<br /> 0 36" IS PROHIBITED. _____
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<br /> � 7. A L L N E W P I P E S M U S T B E P R O P E R L Y F L U S H E D, P R E S S U R E T E S T E D, A N D C H L O R I N A T E D B Y T H E C O N T R A C T O R, A N D W S P E C T E D B Y --- �" �' m
<br /> `D UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION.
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<br /> � 8. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW
<br /> N PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY
<br /> � PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. �
<br /> � 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND J
<br /> � INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. � � �
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<br /> � 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. U � I�
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