8625 3RD AVE SE 2024-03-27 - Laserfiche WebLink

GENERAL NOTES(ALL SHEETS) ABBREVIATIONS: LEGEND: 1. SPECIFICATIONS,GENERAL NOTES AND DETAILS ARE CONTAINED IN ALDERWOOD 18. POTHOLE UTILITIES AHEAD OF EXCAVATING A MINIMUM OF SIX(6)WORKING DAYS C-UNDERGROUND CABLE -C - WATER&WASTEWATER DISTRICT(DISTRICT)DEVELOPERS&CONTRACTORS IN ADVANCE OF PLANNED EXCAVATION WORK AND ADJUST PLANNED ELEVATIONS ROCKERY/ROCK WALL STANDARDS&SPECIFICATIONS. AS NECESSARY TO MAINTAIN ADEQUATE COVER AND AVOID EXISTING UTILITIES- E-UNDERGROUND ELECTRIC E 2. WATER DESIGN BASED ON HORIZONTAL AND VERTICAL DATA PROVIDED BY PACIFIC NO VERTICAL BENDS WILL BE PERMITTED UNLESS APPROVED BY DISTRICT. UGP-UNDERGROUND ELECTRIC CHAINLINK FENCE GEOMATIC SERVICES,INC. POTHOLE EXISTING AIR-VALVE CONNECTIONS TO ESTABLISH VERTICAL AND 21. HORIZONTAL LOCATIONS AND VERIFY PIPE AND FITTING SIZE AND TYPE FOR UGC-UNDERGROUND CABLE x x X_ 3. CONTRACTOR TO PERFORM ALL SURVEY WORK AS REQUIRED FOR CONSTRUCTION CONNECTIONS. FO-FIBER OPTIC FO OR FENCE INCLUDING BUT NOT LIMITED TO OFFSET STAKING AS REQUIRED TO LAYOUT WORK. o 0 0 CONSTRUCTION PROCEDURES,REGARDING EMERGENCY SHUTDOWN OF G-GAS G OR GAS 4. EXISTING ROAD AND SURVEY MONUMENTS SHALL BE PROTECTED.IF 22. TRANSMISSION MAINS,SHALL BE APPROVED AND COORDINATED WITH AWWD CURB LINE DISTURBED,A REGISTERED LAND SURVEYOR MUST RESET AND COMPLY WITH PROJECT REPRESENTATIVE.SHUTDOWN OF EXISTING WATER SYSTEM WILL BE IE-INVERT ELEVATION REQUIREMENTS OF CHAPTER 332-120 WAC. PERFORMED BY DISTRICT. ELEV-ELEVATION PLANING AND OVERLAY LIMITS 5. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES(VERTICALLY OR 23. DISTRICT VALVES SHALL ONLY BE OPERATED BY DISTRICT PERSONNEL. HORIZONTALLY).WHETHER SHOWN ON THE PLANS OR NOT.CALL DIAL DIG AT 811 OR SD-STORM DRAIN SD APPROXIMATE LOCATION OF WATER 1-800-424-5555 TWO BUSINESS DAYS MINIMUM PRIOR TO CONSTRUCTION. 24. PURIFY PRIOR TO SCHEDULING CONNECTION TO ALDERWOOD WATER& SERVICES BETWEEN METER AND WASTEWATER DISTRICT TRANSMISSION MAIN. SS-SANITARY SEWER S CORP TO BE ABANDONED 6. CONTRACTOR SHALL MAINTAIN INFORMATION FOR AS-BUILT DRAWINGS PER SECTION W-WATER W 43 OF THE MODIFICATIONS TO GENERAL SPECIFICATIONS INCLUDING NOTING 25. INSTALL THRUST BLOCKING SUCH AS ECOLOGY BLOCKS TO PROVIDE IMMEDIATE HORIZONTAL AND VERTICAL LOCATIONS AT ALL VALVES,FITTINGS,BLOWOFFS, RESTRAINT IN THE EVENT THAT EXISTING THRUST BLOCK OR BEARING AREA IS W-WEST O SANITARY SEWER MANHOLE CONNECTIONS AND 100 FEET INTERVALS OR MAJOR GRADE CHANGES. DISTURBED BY CONTRACTOR'S ACTIVITIES. N N FO FIBER OPTIC MANHOLE DI-DUCTILE IRON N 7. TEMPORARY EROSION AND SEDIMENT CONTROL SHALL BE PER THE WASHINGTON 26. CONTRACTOR SHALL INSTALL NEW AIR-VALVE VAULT,VENT PIPE, AND PIPING STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WHERE SHOWN OR AS DIRECTED BY AWWD PROJECT REPRESENTATIVE.ALL NEW Cl-CAST IRON -0- POWER POLE .6 WESTERN WASHINGTON(2019 EDITION)AND THESE PLANS. VAULT LOCATIONS SHALL BE VERIFIED AND STAKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. AIRVALVE - AIR VACUUM AND AIR GAS VALVE (L 8. CONTRACTOR TO MAINTAIN ACCESS TO RESIDENCES AND BUSINESSES FOR RELEASE VALVE AEMERGENCY VEHICLES THROUGHOUT THE PROJECT. 27. ALL VAULTS,COVERS AND LIDS SHALL BE H-30 TRAFFIC RATED.VAULTS LOCATED TELEPHONE RISER/JUNCTION BOX o IN DRIVEWAYS,SIDEWALKS,OR VEGETATED AREAS SHALL HAVE NON-SLIP PRV'S-PRESSURE REDUCING VALVES z 9. CONTRACTOR TO MINIMIZE DISTURBANCE TO LANDSCAPING WHENEVER POSSIBLE. SURFACES ON COVERS AND HATCHES AS REQUIRED BY PERMITS AND RESTORE DISTURBED AREAS TO AS CLOSE AS PRACTICABLE TO PRECONSTRUCTION SPECIFICATIONS.ALL VAULTS LOCATED IN VEHICULAR TRAFFIC AREAS SHALL GV-GATE VALVE ® POWER JUNCTION BOX CONDITIONS. HAVE 42"MANHOLE LIDS TYP-TYPICAL ® WATER METER V 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL MEASURES INCLUDING 28. WATERPROOF ALL NEW VAULTS PER SPECIFICATIONS SECTION 07100. STA-STATION DQ WATER VALVE o APPROPRIATE SIGNAGE AND FLAGGERS DURING CONSTRUCTION TO A MINIMUM REQUIREMENTS OF CITY OF EVERETT,SNOHOMISH COUNTY OR WSDOT,THE MANUAL 29. EXCAVATE AND EXPOSE EXISTING PIPE BEFORE BEGINNING NEW PIPE FL-FLANGED FIRE HYDRANT w ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)AND THE JURISDICTION OF WHICH CONSTRUCTION TO DETERMINE ELEVATION AND LOCATION OF EXISTING PIPE AT 2 THE SITE MAY BE IN.THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO TIE-IN LOCATIONS. MJ-MECHANICAL JOINT ® POTHOLE LOCATIONS W g THE APPLICABLE JURISDICTION FOR APPROVAL AND TO AWWD FOR REVIEW ONLY a PRIOR TO BEGINNING WORK ON SITE. 30. CONTRACTOR WILL PERFORM ALL CONNECTIONS UNDER AWWD SUPERVISION. AVE-AVENUE MAILBOX W PROVIDE TEN(10)DAYS MINIMUM NOTICE TO AWWD INSPECTION TO SCHEDULE LL 11. ALL WORK IN RIGHT-OF-WAY INCLUDING BUT NOT LIMITED TO TRENCH COMPACTION, CONNECTIONS. ST-STREET FOUND MONUMENT IN CASE O BACKFILL MATERIALS AND SURFACE RESTORATION MUST MEET ALDERWOOD WATER p &WASTEWATER DISTRICT DEVELOPER EXTENSION AGREEMENT&GENERAL 31. CORE VAULT WALLS FOR PIPE PENETRATIONS PER FIELD MEASUREMENTS. SW-SOUTHWEST ® STORM CATCH BASIN m PROVISIONS DEVELOPMENT STANDARDS&SPECIFICATIONS AND PERMIT CONDITIONS GROUT PENETRATIONS PER SPECIFICATIONS. CB-CATCH BASIN Fl SIGN o SET FORTH IN;SNOHOMISH COUNTY UTILITY PERMIT,CITY OF EVERETT UTILITY D REDUCER PERMIT,OR WSDOT UTILITY PERMIT WHERE APPLICABLE,WHICHEVER IS MORE 32. SURFACE RESTORATION TO FOLLOW APPLICABLE JURISDICTION GUIDELINES. OE-OVERHEAD ELECTRIC OE a STRINGENT SHALL APPLY. _- SLEEVE 33. UTILITY POLE HOLDING,IF REQUIRED,AND WORK NEAR OVERHEAD POWER LINES D-STORM DRAIN 12. SAW-CUT ASPHALT BEFORE TRENCHING UNDER PAVEMENT.RESTORE TO COMPLY WITH SNOHOMISH PUD GUIDELINES. a REFER TO DETAIL: o PER SNOHOMISH COUNTY STANDARDS AND THESE CONTRACT DOCUMENTS. CLF-CHAIN LINK FENCE X X-DETAIL NUMBER coo CLEAN UP PAVED AREAS DAILY TO PREVENT SEDIMENT TRANSPORT OFF SITE. 34. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES,INCLUDING PUGET YY 3: SOUND ENERGY ABOUT WORKAROUND GAS LINES. PH-POT HOLE YY-SHEET NUMBER 05 13. REPLACE STRIPING AND SIGNAGE IN KIND AND AS REQUIRED BY PERMITS. SIGNAGE UGT-UNDERGROUND TELEPHONE CB INLET PROTECTION z_ SHALL BE PER APPLICABLE JURISDICTION STANDARDS. 35. REMOVE AND REPLACE SIDEWALKS,CURB AND GUTTER TO THE NEAREST JOINT. ga 14. THE CONTRACTOR SHALL PERFORM 2-INCH DEEP PLANING OPERATIONS ACROSS ALL 36. CONTRACTOR TO MATCH NEW VAULTS ELEVATION TO EXISTING VAULT SW STRAW WATTLE z EXISTING PAVED AREAS RECEIVING ASPHALT OVERLAY AND AT DRIVEWAY,CURB AND ELEVATIONS UNLESS OTHERWISE SHOWN. 0 GUTTER EDGES NO MORE THAN 5 DAYS AHEAD OF THE TIME THE PLANED AREA IS TO SF SILT FENCE w BE PAVED WITH HMA,UNLESS OTHERWISE ALLOWED BY THE ENGINEER IN WRITING. 37. WHEN WORKING WITH EXISTING CAST IRON PIPE,TIGHTEN BOLTS EVENLY IN 9CROSS PATTERN TO AVOID DAMAGE TO THE PIPE. 0) SURVEY INFORMATION: 15. RESTORE ASPHALT PAVEMENT DISTURBED BY CONSTRUCTION TO MATCH EXISTING SECTION AND GRADE AND BOUNDARY CONDITIONS INCLUDING THICKENED EDGES. 1.BASIS OF BEARING:WASHINGTON STATE PLANE COORDINATE SYSTEM(NORTH ZONE, m FINAL ASPHALT SECTION SHALL MEET THE REQUIREMENTS OF APPLICABLE NAD 83/91) v JURISDICTION AND THESE CONTRACT DOCUMENTS INCLUDING PRE-LEVEL AND 0 ASPHALT THICKNESS. 2.VERTICAL DATUM:NAVD 88 DATUM. 0: a 16. PROTECT SURFACES TO REMAIN IN PLACE AT ALL TIMES.DAMAGE TO EXISTING CONCRETE SIDEWALKS OR ACP SURFACES NOT PLANNED FOR REPLACEMENT OR 3.THE POSITION OF SURFACE FEATURES(CATCH BASINS,LIGHTS,BUILDING,ETC.)ARE OVERLAY WILL BE REPAIRED TO APPLICABLE JURISDICTION STANDARDS AT FROM ACTUAL FIELD LOCATIONS. v CONTRACTOR'S EXPENSE. 4.UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE.UNDERGROUND UTILITY v 17. POTHOLING INFORMATION IS FOR GENERAL REFERENCE ONLY AND MIGHT BE LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS AND z INCORRECT.CONTRACTOR TO VERIFY DIMENSIONS,ELEVATIONS,AND LOCATIONS VISIBLE FIELD EVIDENCE.UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE. Of PRIOR TO CONSTRUCTION.POTHOLE LOCATIONS SHOWN ARE APPROXIMATE AND W WERE NOT SURVEYED. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE W z L City of Everett SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. z EVERETT Reviewed for Permit 12/30/2021 z CO 0 Q PLAN CHECK BY DATE G. MA�� W1609 JOB NO. , �y w Q yr` ; cqa TRANSMISSION MAINS 1 AND 2 W1404 LL r LDERWOOD AIR-VALVE REPLACEMENT sHr 2 zzz WATER & WASTEWATER �0 403944 DISTRICT of Fss/E"'�""`EN�� GENERAL NOTES AND LEGEND g ONAL 12/16/21 25 DATE NO. REVISION BY