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<br /> NOTES: GENERAL UTILITY NOTES SANITARY SEWER NOTES FIBER OPTIC NOTES
<br /> ' 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT 1. ALL IMPROVEMENTS SHALL MEET LOCAL,STATE DOT AND A.P.W.A. 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS
<br /> LOCATIONS AND DIMENSIONS OF VESTIBULE,SLOPED PAVING,EXIT STANDARD SPECIFICATIONS. SHALL BE DONE IN A SAFE,NEAT AND PROFESSIONAL MANNER,
<br /> PORCHES,RAMPS,TRUCK DOCKS PRECISE BUILDING DIMENSIONS, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES.ALL I. THE CONDUIT SHALL BE 2"DIAMETER CARLON TYPE"DB"DIRECT BURIAL TELEPHONE DUCT OR
<br /> AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S SAFETY.REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY 2"SCHEDULE 40 PVC.INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYETHYLENE
<br /> UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES AGENCIES MUST BE MET. ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH SHALL
<br /> 2. CONTRACTOR SHALL TEST EXISTING WATER VALVES PRIOR TO THE NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING BE 24". INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL"BURIED FIBER OPTIC
<br /> CONSTRUCTION OF THE WATERMAIN. INITIATION OF WATERMAIN CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" CABLE"WORDING, 12"ABOVE THE CONDUIT.
<br /> SURVEY PREPARED BY GROUP FOUR INC.,DATED 04-20-05.THE
<br /> CONSTRUCTION CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS. DIAMETER.ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034
<br /> ALL TESTING SHALL BE COORDINATED WITH THE CITY OF EVERETT. CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PVC OR EQUAL.MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 2. ALL CHANGES IN DIRECTION OF THE CONDUIT WILL REQUIRE LONG FACTORY SWEEPS(NOT
<br /> PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS.IF
<br /> 4"AND OF SCHEDULE D3034 PVC OR EQUAL.ALL SANITARY SEWER
<br /> CONFLICTS ARE DISCOVERED,THE CONTRACTOR SHALL NOTIFY THE STANDARD SWEEPS)WITH RADIUS NOT LESS THAN 70 TIMES THE DIAMETER OF THE CONDUIT.
<br /> 3. CITY OF EVERETT WATER DEPT.SHALL SUPPLY&INSTALL 2" LATERALS MUST BE PROPERLY MARKED AT ENDS.
<br /> METER. CONTRACTOR TO CONSTRUCT 2"DOMESTIC SERVICE. THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK NO MORE THAN TWO 90-DEGREE BENDS WLL BE ALLOWED BETWEEN PULLING POINTS,OR A
<br /> ' WHICH WOULD BE AFFECTED.IF CONTRACTOR DOES NOT ACCEPT TOTAL OF 180 DEGREES COMBINED IN SEVERAL BENDS.PULL BOXES SHALL BE LOCATED
<br /> CONTRACTOR TO SUPPLY AND INSTALL VAULTS. CONTRACTOR TO 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE
<br /> EXISTING SURVEY,INCLUDING TOPOGRAPHY,AS SHOWN ON THE EVERY 450 FEET UNLESS THE COMBINED TOTAL OF BENDS REQUIRES ADDITIONAL BOXES.
<br /> CONDUIT SHOULD ENTER AND EXIT THE PULL BOXES 180 DEGREES APART.
<br /> EXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND
<br /> COORDINATE INSTALLATION WITH THE CITY OF EVERETT. PLANS,WITHOUT EXCEPTION,HE SHALL HAVE MADE,AT HIS OWN ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING.
<br /> 4. CONTRACTOR TO PROVIDE TRENCHING AND BACKFILL FOR ALL THE SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE 3. ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SHALL BE"H-20"
<br /> UNDERGROUND POWER LINE AND VAULTS. CONTRACTOR SHALL LOAD RATED. THE TYPICAL PULL BOX SIZE WILL BE 18"X 24"X 24".DEEPER BOXES MAY BE
<br /> PROVIDE GRAVEL FOR THE VAULT BEDDING AS REQUIRED BY PRESSURE/VACUUM
<br /> WHEN THE CONDUIT ALIGNMENT IS AFFECTED BY OTHER UTILITIES. THE PULL BOX
<br /> SNOHOMISH COUNTY P.U.D. #1. CONDUIT&POWER LINE SHALL BE 3. CAUTION -NOTICE TO CONTRACTOR VACUUM TESTED
<br /> THOROUGHLY CLEANED,INSPECTED AND PRESSURE AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES
<br /> INSTALLED BY SNOHOMISH COUNTY P.U.D. 1.CONTRACTOR TO THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION WITH JURISDICTION.ALL TESTS MUST BE WITNESSED AND PASSED SHALL BE INSTALLED PER THE MANUFACACTED SPECIFICATIONS WITH A CONCRETE COLLAR
<br /> COORDINATE W/SNOHOMISH COUNTY P.U.D.#1. AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE BY THE UTILITY PROUDER AND GOVERNMENTAL AGENCIES WITH AND A MINIMUM OF 8"OF GRAVEL COMPACTED PER PROJECT SPECIFICATIONS.
<br /> PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES,AND JURISDICTION PRIOR TO PLACING INTO OPERATION.
<br /> WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY 4. IF USING A PULL BOX TO CHANGE DIRECTION, THE MINIMUM BOX SIZE SHALL BE 48"X 48"X
<br /> 5. PRECAST POWER VAULT AND TRANSFORMER TO BE PROVIDED&SET INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE 24"PRE-CAST CONCRETE WITH SEPARATE MANHOLE LID AND COLLAR.
<br /> ' BY SNOHOMISH COUNTY P.U.D.#1. CONTRACTOR SHALL PROVIDE COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE 5. A PULL BOX SHALL BE LOCATED AS CLOSE TO THE BUILDING AS POSSIBLE.WITH A SWEEP
<br /> EXCAVATION&BACKFILL FOR VAULT. CONTRACTOR TO COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO PROJECT AT HAND. MAKING THE VERTICAL BEND INTO THE STORE.
<br /> COORDINATE INSTALLATION W/SNOHOMISH COUNTY P.U.D.#1. REQUEST EXACT FIELD LOCATION OF UTILITIES.IT SHALL BE THE 6. THE CONDUIT SHALL BE TERMINATED WITH A PULL BOX AT THE EDGE OF THE STATION LEASE
<br /> RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
<br /> 6. CONTRACTOR TO PROVIDE TRENCHING,BACKFILL, 2-4"PVC UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE AREA AS DESIGNATED ON THE STATION PLANS OR BY THE SPECIAL PROJECTS MANAGER.
<br /> I SCHEDULE 40 CONDUITS,AND PULLING WIRES FOR UNDERGROUND PROPOSED IMPROVEMENTS ON THE PLANS.
<br /> TELEPHONE SERVICE FROM EXISTING FACILITIES, AS
<br /> SHOWN ON PLANS. CONTRACTOR TO COORDINATE INSTALLATION 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT... WATER NOTES
<br /> AND POINT OF CONNECTION W/VERIZON NORTHWEST. LOCATION AND DIMENSIONS OF VESTIBULE,SLOPED PAVING,EXIT "}
<br /> PORCHES,SIDEWALKS,RAMPS AND TRUCK DOCKS,PRECISE 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE
<br /> 7. CONTRACTOR TO PROVIDE AND INSTALL TELEPHONE VAULT(UTILITY BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE IN A SAFE,NEAT AND WORKMANLIKE MANNER,AND UNDER CITY OF EVERETT
<br /> I VAULT CO. TYPE 25 TA WITH TRAFFIC BEARING FRAME AND COVER) SUPERVISION BY UTILITY PROUDER FORCES AT ALL TIMES.ALL
<br /> TO MATCH FINISH GRADE. LOCATIONS. SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING SANITARY SEWER NOTES:
<br /> 8. NOTE TO FIRE PROTECTION CONTRACTOR 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL AGENCIES MUST BE MET.
<br /> THE FOLLOWING FLOW AND PRESSURE DATA HAS BEEN CALCULATED UTILITIES. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR
<br /> AT THE SPRINKLER SERVICE ENTRANCE(144.20)ON THE BUILDING PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS 1. ALL WORK AND MATERIALSD ECALC CONFORM TO THE CITY OF EVERETT STANDARDS AND
<br /> 6, ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE WSDOT/APWA STANDARD SPECIFICATIONS.
<br /> SIDE OF THE REQUIRED BACKFLOW PREVENTER. REFER TO THE INSTALLATION OF PROPOSED UTILITIES. REQUIRED ON ALL METALS.
<br /> ARCHITECTURAL PLANS FOR FIRE FLOW&SPRINKLER INFORMATION.
<br /> STATIC PRESSURE = 79 PSI RESIDUAL PRESSURE =58 PSI 7, CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS
<br /> 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS
<br /> ON A MAIN LINE. 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED,CONCEALED OR PUT INTO
<br /> USE UNTIL IT HAS BEEN TESTED,INSPECTED,AND APPROVED BY THE CITY INSPECTOR.
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<br /> ®1150 GPM FLOW 8• MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE
<br /> AND 1-INCH SIZE SERVICES.SADDLES SHALL BE USED ON ALL RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> 9. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF. VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT
<br /> THE GAS MAIN AND METER TO BE ACCOMPLISHED BY PUGET 9. ALL UTILITIES SHOULD BE KEPT TEN(10')APART(PARALLEL)OR TAPS 1-1/4" - 2"DIAMETER IN ANY PUBLIC MAIN. SHOWN.IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR
<br /> SOUND ENERGY PILCHUCK CONTRACTORS. WHEN CROSSING 18"VERTICAL CLEARANCE(OUTSIDE EDGE OF PIPE 5. ALL ELBOWS SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE
<br /> TO OUTSIDE EDGE OF PIPE). /BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON
<br /> 10.THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, 6. A DEPTH OF 42"FROM FINISHED GRADE TO THE TOP OF THE THE PROJECT.
<br /> UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN SANITARY LINES,STORM LINES AND GAS LINE(EXISTING AND WATER MAIN IS REQUIRED.PLACING WATER LINES SHALLOWER THAN
<br /> DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE PROPOSED),THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH 4. ALL SEWER MAIN EXTENSIONS WHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE
<br /> I EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE42'IS PROHIBITED.
<br /> MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF
<br /> BASED UPON THE SURVEY,PREPARED BY GROUP FOUR, CROSSING,THE WATERLINE SHALL BE MECHANICAL JOINTS WITH 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED,PRESSURE TESTED,
<br /> INC. DATED 04-20-05. THE CONTRACTOR IS APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A AND CHLORINATED BY THE CONTRACTOR,AND INSPECTED BY STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br /> RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO MINIMUM OF 18"CLEARANCE,MEETING REQUIREMENTS OF ANSI UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION.
<br /> BIDDING THE PROPOSED SITEWORK IMPROVEMENTS.IF A21.10 AND ANSI 21.11 (AWWA C-I51)(CLASS 50).
<br /> CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL 8. ALL BACKFLOW PREVENTION DEVICES(DOUBLE CHECK BACKFLOW
<br /> NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY 1. LINES UNDERGROUND SHALL BE INSTALLED,INSPECTED AND PREVENTORS,REDUCED PRESSURE BACKFLOW PREVENTORS, CITY OF EVERETT
<br /> PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. APPROVED BEFORE BACKFILLING. PRESSURE AND ATMOSPHERIC VACUUM BREAKERS,ETC.)MUST BE
<br /> 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYNG WTH THE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WATER NOTES:
<br /> SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO WITH JURISDICTION.
<br /> MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE 1.NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN
<br /> ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING,
<br /> 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO DISINFECTION,AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br /> CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED BACKFILLING. 2.TAPS ON EXISTING MAINS WILL BE MADE BY THE CITY AT THE DEVELOPER'S EXPENSE.
<br /> PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF
<br /> CONNECTION OF SERVICE. CORROSION RESISTANT MATERIALS. 3.ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS.
<br /> 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR I
<br /> INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
<br /> 15. CONTRACTOR TO PROVIDE TRENCHING,BACKFILL, 2- 4"PVC 4.THE CITY OF EVERETT ENGINEERING DEPARTMENT CONSTRUCTION DIVISION MUST BE NOTIFIED
<br /> AT LEAST 24 HOURS PRIOR TO COMMENCING CONSTRUCTION.
<br /> SCHEDULE 40 CONDUITS,AND PULLING WIRES FOR UNDERGROUND 5.THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL NOTIFY UTILITIES OF A PERSON WHO
<br /> TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS.
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<br /> PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF
<br /> CONNECTION WITH UTILITY PROVIDER.
<br /> M 16. CONTRACTOR IS TO PROVIDE TRENCHING,CONDUIT,AND BACKFILL
<br /> FOR ALL UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY
<br /> 4 UTILITY PROUDER.POWER LINES AND POLES TO BE INSTALLED BY
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<br /> N UTILITY PROVIDER.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING
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<br /> AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS.
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<br /> 17, GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF
<br /> i THE GAS MAIN AND METER TO BE ACCOMPLISHED BY UTLITY
<br /> c. PROVIDER.
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<br /> No." Date . By Revision Description Tessa er issue Date, %% - ;
<br /> SFREY '3:' , �'
<br /> <en 02/14/06 PACLAND ISSUE FOR REVIEW STP 02/14/06 �e or rMvyp�sa
<br /> C 2 7/11/06 PACLAND RESUBMITTAL Drawn By: a C32-1 INTERAIR
<br /> 8/15/06 PACLAND ISSUE FOR PERMIT JKG PERMIT �~ � z # it , , COMMERCE CENTER UTILITY NOTES C-3.2
<br /> 3 Checked Bp Pr`j.• %-sumo.",''' 11235SE6thSt T(425)453-95oi EVERETT, WASHINGTON
<br /> PJM 2005024.003 Sute 220 F(425)453"8208
<br /> I aroma I2/25/ 1 Bellevue,WA98034 wnw.Reimoml
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