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 FIVE(5)WORKING C-UNDERGROUND CABLE -C - WATER&WASTEWATER DISTRICT(DISTRICT)DEVELOPER EXTENSION AGREEMENT& DAYS IN ADVANCE OF PLANNED EXCAVATION WORK AND ADJUST PLANNED ROCKERY/ROCK WALL GENERAL PROVISIONS DEVELOPMENT STANDARDS&SPECIFICATIONS. ELEVATIONS AS NECESSARY TO MAINTAIN ADEQUATE COVER AND AVOID EXISTING E-UNDERGROUND ELECTRIC E UTILITIES-NO VERTICAL BENDS WILL BE PERMITTED UNLESS APPROVED BY 2. WATER DESIGN BASED ON HORIZONTAL AND VERTICAL DATA PROVIDED BY PACIFIC DISTRICT. UGP-UNDERGROUND ELECTRIC CHAINLINK FENCE GEOMATIC SERVICES,INC. 21. POTHOLE EXISTING AIR-VALVE CONNECTIONS TO ESTABLISH VERTICAL AND UGC-UNDERGROUND CABLE x x x 3. CONTRACTOR TO PERFORM ALL SURVEY WORK AS REQUIRED FOR CONSTRUCTION HORIZONTAL LOCATIONS AND VERIFY PIPE AND FITTING SIZE AND TYPE FOR FO-FIBER OPTIC FO OR FENCE INCLUDING BUT NOT LIMITED TO OFFSET STAKING AS REQUIRED TO LAYOUT WORK. CONNECTIONS. c 0 0 4. EXISTING ROAD AND SURVEY MONUMENTS SHALL BE PROTECTED.IF 22. CONSTRUCTION PROCEDURES,REGARDING EMERGENCY SHUTDOWN OF G-GAS G OR -GAS CURB LINE DISTURBED,A REGISTERED LAND SURVEYOR MUST RESET AND COMPLY WITH TRANSMISSION MAINS,SHALL BE APPROVED AND COORDINATED WITH AWWD IE-INVERT ELEVATION REQUIREMENTS OF CHAPTER 332-120 WAC. PROJECT REPRESENTATIVE.SHUTDOWN OF EXISTING WATER SYSTEM WILL BE PERFORMED BY DISTRICT. ELEV-ELEVATION PLANING AND OVERLAY LIMITS 5. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES(VERTICALLY OR HORIZONTALLY).WHETHER SHOWN ON THE PLANS OR NOT.CALL DIAL DIG AT 811 OR 23. DISTRICT VALVES SHALL ONLY BE OPERATED BY DISTRICT PERSONNEL. SD-STORM DRAIN SD APPROXIMATE LOCATION OF WATER 1-800-424-5555 TWO BUSINESS DAYS MINIMUM PRIOR TO CONSTRUCTION. SERVICES BETWEEN METER AND 24. PURIFY PRIOR TO SCHEDULING CONNECTION TO ALDERWOOD WATER& SS-SANITARY SEWER S CORP TO BE ABANDONED 6. CONTRACTOR SHALL MAINTAIN INFORMATION FOR AS-BUILT DRAWINGS PER SECTION WASTEWATER DISTRICT TRANSMISSION MAIN. W-WATER W 43 OF THE MODIFICATIONS TO GENERAL SPECIFICATIONS INCLUDING NOTING HORIZONTAL AND VERTICAL LOCATIONS AT ALL VALVES,FITTINGS,BLOWOFFS, 25. INSTALL THRUST BLOCKING SUCH AS ECOLOGY BLOCKS TO PROVIDE IMMEDIATE W-WEST O SANITARY SEWER MANHOLE CONNECTIONS AND 100 FEET INTERVALS OR MAJOR GRADE CHANGES. RESTRAINT IN THE EVENT THAT EXISTING THRUST BLOCK OR BEARING AREA IS N N DISTURBED BY CONTRACTOR'S ACTIVITIES. DI-DUCTILE IRON FO FIBER OPTIC MANHOLE c 7. TEMPORARY EROSION AND SEDIMENT CONTROL SHALL BE PER THE WASHINGTON N STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR 26. CONTRACTOR SHALL INSTALL NEW AIR-VALVE VAULT,VENT PIPE, AND PIPING Cl-CAST IRON -0- POWER POLE -6 WESTERN WASHINGTON(2005 EDITION)AND THESE PLANS. WHERE SHOWN OR AS DIRECTED BY AWWD PROJECT REPRESENTATIVE.ALL NEW o VAULT LOCATIONS SHALL BE VERIFIED AND STAKED BY THE CONTRACTOR PRIOR AIRVALVE - AIR VACUUM AND AIR GAS VALVE a 8. CONTRACTOR TO MAINTAIN ACCESS TO RESIDENCES AND BUSINESSES FOR TO CONSTRUCTION. RELEASE VALVE AEMERGENCY VEHICLES THROUGHOUT THE PROJECT. TELEPHONE RISER/JUNCTION BOX 0 27. ALL VAULTS,COVERS AND LIDS SHALL BE H-30 TRAFFIC RATED.VAULTS LOCATED PRV'S-PRESSURE REDUCING VALVES z 9. CONTRACTOR TO MINIMIZE DISTURBANCE TO LANDSCAPING WHENEVER POSSIBLE. IN DRIVEWAYS,SIDEWALKS,OR VEGETATED AREAS SHALL HAVE NON-SLIP RESTORE DISTURBED AREAS TO AS CLOSE AS PRACTICABLE TO PRECONSTRUCTION SURFACES ON COVERS AND HATCHES AS REQUIRED BY PERMITS AND GV-GATE VALVE ® POWER JUNCTION BOX CONDITIONS. SPECIFICATIONS.ALL VAULTS LOCATED IN VEHICULAR TRAFFIC AREAS SHALL TYP-TYPICAL ® WATER METER v HAVE 42"MANHOLE LIDS 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL MEASURES INCLUDING STA-STATION DQ WATER VALVE o APPROPRIATE SIGNAGE AND FLAGGERS DURING CONSTRUCTION TO A MINIMUM 28. WATERPROOF ALL NEW VAULTS PER SPECIFICATIONS SECTION 07100. REQUIREMENTS OF CITY OF EVERETT,SNOHOMISH COUNTY,WSDOT AND THE FL-FLANGED FIRE HYDRANT w MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD).THE CONTRACTOR SHALL 29. EXCAVATE AND EXPOSE EXISTING PIPE BEFORE BEGINNING NEW PIPE 2 PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF EVERETT,SNOHOMISH COUNTY AND CONSTRUCTION TO DETERMINE ELEVATION AND LOCATION OF EXISTING PIPE AT MJ-MECHANICAL JOINT ® POTHOLE LOCATIONS w gWSDOT FOR APPROVAL AND TO AWWD FOR REVIEW ONLY PRIOR TO BEGINNING TIE-IN LOCATIONS. a WORK ON SITE. AVE-AVENUE MAILBOX w30. CONTRACTOR WILL PERFORM ALL CONNECTIONS UNDER AWWD SUPERVISION. LL11. ALL WORK IN RIGHT-OF-WAY INCLUDING BUT NOT LIMITED TO TRENCH COMPACTION, PROVIDE TEN(10)DAYS MINIMUM NOTICE TO AWWD INSPECTION TO SCHEDULE ST-STREET FOUND MONUMENT IN CASE O BACKFILL MATERIALS AND SURFACE RESTORATION MUST MEET ALDERWOOD WATER CONNECTIONS. p &WASTEWATER DISTRICT DEVELOPER EXTENSION AGREEMENT&GENERAL SW-SOUTHWEST ® STORM CATCH BASIN m PROVISIONS DEVELOPMENT STANDARDS&SPECIFICATIONS AND PERMIT CONDITIONS 31. CORE VAULT WALLS FOR PIPE PENETRATIONS PER FIELD MEASUREMENTS. SIGN o CB-CATCH BASIN SET FORTH IN;SNOHOMISH COUNTY UTILITY PERMIT NUMBER XXXXXX,CITY OF GROUT PENETRATIONS PER SPECIFICATIONS. EVERETT UTILITY PERMIT NUMBER XXXXXX,OR WSDOT UTILITY PERMIT NUMBER OE-OVERHEAD ELECTRIC OE D REDUCER XXXXXX WHERE APPLICABLE,WHICHEVER IS MORE STRINGENT SHALL APPLY. 32. SURFACE RESTORATION TO FOLLOW APPLICABLE JURISDICTION GUIDELINES. D-STORM DRAIN - SLEEVE a 12. SAW-CUT ASPHALT BEFORE TRENCHING UNDER PAVEMENT.RESTORE 33. UTILITY POLE HOLDING,IF REQUIRED,AND WORK NEAR OVERHEAD POWER LINES REFER TO DETAIL: o PER SNOHOMISH COUNTY STANDARDS AND THESE CONTRACT DOCUMENTS. TO COMPLY WITH SNOHOMISH PUD GUIDELINES. CLF-CHAIN LINK FENCE X X-DETAIL NUMBER coo CLEAN UP PAVED AREAS DAILY TO PREVENT SEDIMENT TRANSPORT OFF SITE. YY 34. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES,INCLUDING PUGET PH-POT HOLE YY-SHEET NUMBER 05 13. REPLACE STRIPING AND SIGNAGE IN KIND AND AS REQUIRED BY PERMITS. SIGNAGE SOUND ENERGY ABOUT WORKAROUND GAS LINES. UGT-UNDERGROUND TELEPHONE CB INLET PROTECTION z SHALL BE PER APPLICABLE JURISDICTION STANDARDS. 3 ga 14. THE CONTRACTOR SHALL PERFORM 2-INCH DEEP PLANING OPERATIONS ACROSS ALL 35. REMOVE AND REPLACE SIDEWALKS TO THE NEAREST JOINT. SW STRAW WATTLE z EXISTING PAVED AREAS RECEIVING ASPHALT OVERLAY AND AT DRIVEWAY,CURB AND 36. CONTRACTOR TO MATCH NEW VAULTS ELEVATION TO EXISTING VAULT 0 GUTTER EDGES NO MORE THAN 5 DAYS AHEAD OF THE TIME THE PLANED AREA IS TO ELEVATIONS UNLESS OTHERWISE SHOWN. SF SILT FENCE w BE PAVED WITH HMA,UNLESS OTHERWISE ALLOWED BY THE ENGINEER IN WRITING. 937. CONTRACTOR TO DISPOSE OF EXISTING MANHOLE COVERS AND REMOVED 0) SURVEY INFORMATION: 15. RESTORE ASPHALT PAVEMENT DISTURBED BY CONSTRUCTION TO MATCH EXISTING AIR-VALVE ASSEMBLIES. SECTION AND GRADE AND BOUNDARY CONDITIONS INCLUDING THICKENED EDGES. 1.BASIS OF BEARING:WASHINGTON STATE PLANE COORDINATE SYSTEM(NORTH ZONE, FINAL ASPHALT SECTION SHALL MEET THE REQUIREMENTS OF APPLICABLE 38. WHEN WORKING WITH EXISTING CAST IRON PIPE,TIGHTEN BOLTS EVEN IN CROSS NAD 83/91) 0 JURISDICTION AND THESE CONTRACT DOCUMENTS INCLUDING PRE-LEVEL AND PATTERN TO AVOID DAMAGE TO THE PIPE. 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 w PRIOR TO CONSTRUCTION. w UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE ? SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. z z w co 0 Q PLAN CHECK BY DATE C. MA OD W1609 JOB NO. co PERMIT SET P "` LDERWOOD TRANSMISSION MAINS 1 AND w1404 0 5^ :,, o NOT FOR CONSTRUCTION WATER & WASTEWATER AIR-VALVE REPLACEMENT SHT 2 � �o� gcaSyRfo �� DISTRICT of 0 FSS/ONAL ENG GENERAL NOTES AND LEGEND 25 g DATE NO., REVISION BY