905 80TH ST SW MTORRES AMERICA 2018-09-18

A PORTION 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,TOWNS-P 28 NORTH,RANGE 4 EAST,W.M.-SNOHOMISH COUNTY,WASHINGTON GENERAL UTILITY NOTES I. ALL IMPROVEMENTS SHALL MEET LOCAL.STATE DOT AND A.P.W.A.STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITONS.THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY.THE EXISTING COND(BONS SHOWN ON TINS PLAN SHEET ARE BASED UPON TOPOGRAPHIC SURVEY PREPARED BY ASPI AND THE ALTA BOUNDARY SURVEY PREPARED BY GEODIMENSONS,DATED 6/12/2005.TIE CONTRACT.IS RESPONSIBLE FOR VERIFYING MUD CONDITIONS PRIOR TO BIDDING THE PROPOSED 515EWORK IMPROVEMENTS.IF CONFUCTS ARE DISCOVERED,THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATON OF ANY PORTON OF THE NTEWORK WHICH WOULD BE AFFECTED.IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY.INCLUDING TOPOGRAPHY,AS SHOWN W THE PLANS,WITHOUT EXCEPTION.HE SHALL HAVE MADE AT HIS OWN EXPENSE.A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR RENEW. 3. CAUTION-NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANO/OR ELEVATION OF EXISTING UTUTES AS SHOW ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES.AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE HELD.TIE INFORMATION IS NOT TO BE RELIED ON AS BONG EXACT OR COMPLETE.THE CONTRACTOR MUST CALL TOE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REOUEST EXACT FIELD LOCATION OF UTILISES.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PQ; PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECNRAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF SLOPED PAVING EAT PORCHES, SIDEWALKS,RAMPS AND TRUCK DOCKS.PRESSE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TE-IN OF ALL UTIUTIES. <R 6. ALL ALL MATERIAL SHALL BE IN PLACE,AND COMPACTED BEFORE INSTALLATION OF PROPOSED USURES. • 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING UNE HL 8 MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. " 2 9. ALL UTILISES SHOULD BE KEPT TEN(10')APART(PARALLEL)OR WHEN CROSSING 18"VERTICAL CLEARANCE(OUTSDE EDGE OF q PIPE TO OUTSIDE EDGE OF PIPES UNLESS OTHERMSE NOTED IN PLAN.) o u yi 10.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES.SANITARY LINES,STORM LINES AND GAS UNE(EXISTING AND PROPOSED).THE SANITARY UNE SHALL BE DUCTILE IRON PIPE NTH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING,THE WATERUNE SHALL BE MECHANICAL JOINTS INN APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A . MINIMUM OF 18'CLEARANCE.MEETING REOUIREMENTS OF ANSI A21.10 AND ANSI 2111(AIWA C-151)(CLASS 50). S. 11.LINES UNDERGROUND SHALL BE INSTALLED.INSPECTED AND APPROVED BEFORE BACKFILING • Y-C 12.CONTRACTOR TACTOR IS RESPONSIBLE FOR COMPLTNG NOF WIN THE SPECIFICATIONSTHE LOCAL AUTHORISES REGARD TO MATERIALS D INSTALLATION OF THE WATER AND SEWER USES 13.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REWIRED BY CODES AND/OR GAUDY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERMCE. 4.CONTRACTOR SHALL COORDINATE WITH ALL USURY COMPANIES FOR INSTALLATION REOUIREMENTS AND SPECIFICATIONS GENERAL SANITARY SEWER NOTES (PAcwA) 1. LOCATIONS SHOWN OF EXISTING UTIUTES AND IMPROVEMENTS ARE APPROXIMATE ONLY,AND IT SHALL BE THE RESPONSIBILITY OF aR$'IR 'Ai THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS OF ALL UTILITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE. AIg 2. ALL WORK AND MATERIALS MUST RE IN ACCORDANCE WITH THE LATEST REVISION.INCLUDING ADDENDA AND UPDATES.OF THE CITY OF EVERETT PUBLIC WORKS STANDARDS. CONTRACTOR TO HAVE CITY OF EVERETT PUBLIC WORKS STANDARDS ON JOB SITE. B,8 3. ROAD RESTORATION SHALL BE PER CITY OF EVERETT/WSDOT STANDARDS. �bPF QF' 4. CONTRACTOR SHALL CALL 811,48 HOURS PRIOR TO CONSTRUCTON,FOR AID IN LOCATION ANY EXISTING UNDERGROUND UTILITIES. 5. NE CONTRACTOR SHALL KEEP TWO SUS OF PLANS ONNTE AT ALL TIMES FOR RECORDING'AS-GUILTS"INFORMATION.ONE SET SHALL BE SUBMITTED TO THE OTT EVERETT PUBUC LARKS AT COMPLETION OF CONSTRUCT.. 6. PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY SHE CITY O EVERETT PUBUC WORKS FOR A CONSTRUCTION MEETING. $$yyy$ 7. CONTRACTOR OR INOIMOUAL SHALL BE RESPONSIBLE FOR OBTAINING ALL REWIRED CITY.COUNTY OR STATE MANDATED PERMITS MIR i DISTRICT BALL NOT BE RESPONSIBLE FOR COORDINATING PERMITS REWWED OF OTHER WVEGE RNMENTAL AGENCIES i$ WATER NOTES (PAOLAND) u. 1. ALL CONS /INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE.NEAT AND WORKMANDKE MANNER.AND UNDER SUPERVISIONON IS BY UTILITY PRODDER FORCES AT ALL TIMES.ALL SAFETY REOUIREMENT FROM OSHA AND OTHER STATE REWUTING -41' AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS POLYETHYLENE WRAP 1S REQUIRED ON ALL METALS 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS W A MAIN LINE. , 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES.SADDLES SHALL PE USED ON ALL TAPS 1-1/4"-2'DIAMETER IN ANY PUBLIC MAN T.'( 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL BE RESTRAINED IN ACCORDANCE NTH CITY OF EVERETT STANDARDS. ' 6W YPpp .;1 6. A DEPTH OF 36"FROM FINISHED GRADE TO THE TOP OF TIE WATER MAIN IS REQUIRED.PLACING WATER USES SHALLOWER THAN i I 36'IS PROHIBITED. In 7. AL NEW PIPES MUST BE PROPERLY FLUSHED.PRESSURE TESTED,AND CHLORINATED BY THE CONTRACTOR.AND INSPECTED BY UISJTY PROUDER AND GOVERNMENTAL AGENCIES WITH AIRISDICTON. 8. ALL BACKFLOW PREVENTION DEVILS(DOUBLE CHECK RACCOON PREVENTORS.REDUCED PRESSURE BACKFLOWCO PREVENTORS.PRESSURE AND ATMOSPHERIC VACUUM BREAKERS.ETC.)MUST BE APPROVED BY THE UTILITY J PROVIDER AND GOVERNMENTAL AGENCIES MTI JURISDICTION. •. R ALL NEW CONNECTIONS TO EXISTING WATER MAINS REWIRE ISSUANCE OF A PUBUC WORKS PERMIT AND Q INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES NTH JJRISDICTON PRIOR TO RACKELLNG. V ELL-J 10. BACKROW PREVENTION DEUCES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. CC � g3 s W IE I Z • w ° 0 Know W�nOIOW. C-3.1 Call More you dig ti,..L.711:11)/