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IENERALNOTES � � . - . . . <br /> NE <br /> 1/4,NWJ/4,SEC. T.2SN. R..� . W.M.1. SPECIFICATIONS GEN ERAL NOTES AND DETAILS ARE CONTAINED.IN CITY OF. <br /> E , <br /> EVERETT"DEVELOPMENT GUIDELINES AND STANDARDS FOR DEVELOPER C/TI'OFEVE/?EJT, WASHING0/VEXTENSION",AVAILABLE AT CITY OF EVERETT OFFICE. <br /> 2. STATIC WATER PRESSURE IS APPROXIMATELY 85-90(PSI)AT THE METER. <br /> THE DEVELOPER IS RESPONSIBLE FOR INSTALLING PRESSURE REDUCING VALVES J q <br /> ON THE PRIVATE SIDE OF THE METER TO PROTECT THE FACILITY FROM HIGH <br /> PRESSURE. <br /> 3. EASEMENTS: • <br /> �\ ,•,C.\'' 7- <br /> . EASEMENTS SHALL BE PROVIDED TO CITY OF EVERETT TO ENCOMPASS \ f'. v� <br /> OWATER UTSIDE MAINS,F SEWER <br /> RIGHT-OF-WAY.1MAINS, HYDRANTS, BLOWOFFS AND METERS LYING *\.\\.\ \\,,,,,\,,\ � '�'�T":'"-"--77:1--""'"'' <br /> � • I' <br /> • <br /> . EASEMENTS'(EXISTING AND PROPOSED)SHALL BE FREE FROM ANY I �\ \`1 ��\\�\\�\ M: - - '�•... , <br /> ENCROACHMENTS SUCH AS STRUCTURES, OVERHANGS,AND FOUNDATIONS, �` \\� \��\�\�\ J �`•' S '•«''�"'��+••.,.,.� <br /> ETC. �\ \, �\\ \-\\\\\\\\ <br /> \� �, .. `��. ' <br /> .ALL EASEMENTS SHALL BE BASED ON "AS-BUILT"HORIZONTAL LOCATIONS. \ \��\�\�\�\ /I., <br /> • i �'''^� 'S '�,-,.- <br /> ,1 <br /> 4. DEVELOPER/CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS \' \� \,\,\�\\'�\ 1 ,`� "'`-.,. `�/', - 'AND PROVISIONS OF APPLICABLE CITY OF EVERETT CODES FOR THE RIGHTOF- \ \ \�,\� ' - '` -WAY UT LITY USE PERMIT APPLICATION. � \� �\\ ; ~' , . .. ,.. ..,: . 7 r, ,,,5. DEVELOPER, CONTRACTOR TO VERIFY THE LOCATION OF ALL UTILITIES �\\ \\ . t\� ' iyu, t�';':r' ,' APPROXIMATE' L.:CATION , ,n J ! Y !ry:. 1 <br /> (HORIZONTALLY OR VERTICALLY) WHETHER SHOWN ON THE PLANS OR NOT �� I\\\ , I �: ► ,"" Q" �< $I\ ''\\\\\\ \,,,,,,,1 ; , ; OP 1p SEWER'F�►SEMENT 1PRIOR TO CONSTRUCTION, CALL DIAL DIG AT 1-800-424-5555 TWO(2)BUSINESS \� , r1 t ,,': \\ <br /> DAYS BEFORE DIGGING. I�I1) Q E , <br /> ,, <br /> � ) � BA,S�4 ON��I T'1! F"•EVER <br /> Ex. CB 1AS^-BUIL L?13/4WINCS 5 - <br /> r J <br /> 6. CONSTRUCT WATER MAIN LOWER THAN STORM WHERE NECESSARY TO PROVIDE RIM=460.24 \ B#,i <br /> MINIMUM COVER AND/OR SOIL TO BLOCK AGAINST. lE 6" PVC(E)=458.22 + II <br /> Itg '�' <br /> - ' • I e' / <br /> 7. WHERE.1.5 FEET VERTICAL AND 10 FEET HORIZONTAL SEPARETION IS NOT / -- ALL RETAINING WALLS SHALL APPROXIMATE LOCATION OF UTILITY I !, <br /> IN' <br /> f% BE CAST-IN PLACE CONCRETEOBTAINED BETWEEN THE SEWER SHALL BE EXISTING WATERAND SEWERNOTE,' EASEMENT, BASED ON LOCATION I . <br /> CONSTRUCTED ACCORDING TO DEPARTMENT OF ECOLOGY"CRITERIA FOR ' p OF UNDERGROUND GAS LINE AND I • I <br /> WATER MAIN LOCATION WITHIN EAST CADY ROAD ' ,., .` �• r,; <br /> SEWER WORKS DESIGN"SECTION C1-9 ' r';,'r :,• - ;\' ' <br /> f "'`�. OVERHEAD POWER I <br /> .r 1 <br /> RIGHT OF WAY AND PRIVATE WATER LINE LOCATIONS • l <br /> ARE BASEDON AS-BUILT <br /> INFORMATION FROM CITY :. , ` ,,; ;'�""`r, d \ �., : -. - f - ,2 1.' J <br /> 8.ALL WATER METER SIZES AND LOCATION, TOGETHER WITH SIDE SEWER . . , � :: . ::',.,24.'1A,. .�� •j,....,.; � ;.:: �: .'.",��... �,..;:„: ,,t,.....'. .', .:.,,-..... ..r.. v <br /> OF EVERETT. PRIVATE SEWER STUB OUTS A i -`►``- <br /> B SED :..,t .• ;,,.� :.�.. !`�+�.. �\ ° -.I r :r'':.. �► <br /> LOCATIONS SHALL BE VERIFIED BY THE DEVELOPER/CONTRACTOR PRIOR T ', ,_ ,..: ''r: �\\ ,.., J <br /> ON AS-BUILT INFORMATION �\ 1 ..at <br /> CONSTRUCTION. WATER METERS A FROM CITY OF EVERETT. ..:.. .\, ,- .k,.. ....., .. ....: ..,.: .. ,. .._ �\ ,, . .. , ,.... l ::: . , . •,�, <br /> E S SH LL NOT 8E LOCATED IN DRIVEWAYS, L <br /> 'a��l,t ;'r.,,, ...:. .... ,; :.,.r � t, .. -' :..'•...•.' •..•:.' . � �moi\ ..:.,, �. ...::./ '',. .':: J <br /> SIDEWALKS OR PAVEDAREAS :,: ► I <br /> 0 UNLESS APPROVED BY CITY OF EVERETT , , �'`+,�, r.::i <br /> r... r• tiL t /.i vr /.' ..... :''' <br /> ; .-.I :-..: �:'• '' °•. :1..�::: �.. �,'.�R-�"firt • <br /> r. . ,'': � ;9'') <br /> D8 2.x ' ot :rA. .44 <br /> :.. MATE:L �Attl�t. 7 . ,9. COMBINAT ON AIR AND VACUUM RELEASE VALVES SHALL BE REQUIRED TO BE :: .•::., ': •,1/4111 , ..:. _ _ �'� �E .E�+ � 1�x,5S'�' � <br /> INSTALLED AT LOCATIONS AS DETERMINED BY CITY OF EVERETT BASED ON SYSTEM :. <br /> ! <br /> L.: . . SASE C: CITY <br /> • ANDTOPOGRAPHY. s..,.. ::.:, N _ <br /> DESIGN THESE VALVES ARE REQUIRED AT ELEVATION PEAKS •:.: ... I...r ...,,.,..., ,,;.,.,,.,, ,,•,,: - .�.: .... ..., ,.. .,, .... •,...<., ., . .:... ,•., ...,, :. • :.;' '. •, .;,...I.. SCALE. 1 -- 20 <br /> • <br /> • <br /> F '.RATA HARP4.0 S CHAN IN I,' I.G RA THAT MAY R T III:, : 1. ':,E G DE U INA !N T P ..tESL IR E G RAP IB EDN ', 1f. . ... 6e5iiiiii!!!!!!%iiiiii <br /> TH Y T M ANE S S E D TO ELIMINAT P T NTI VA ,E 0 E AL CUUM. THESE VALVES SHALL E ,I, ,.a.. •FURNISHED AND INSTAL INA R 1T ;..:_.{ • • :••., a :::LED CCO DANCE W H CITY OF EVERETT STANDARD DETAIL _ 0' 20 4yr.f. Sf ,d • Jt :W 1 A .. .D-9 R !R T0 SD EC ..EDr •Wil130I�10.SEWER DISCHARGE STATUS, INCLUDING PERMITTING AND PRETREATMENT r y° t Iii , -----468 <br /> REQUIREMENTS, SHALL BE DETERMINED BY CITY OF EVERETT PRETREATMENT INSPECTOR, - -q,6Z, -� ,,,,k:; <br /> , � � �-- <br /> - PR,' 1I J <br /> i <br /> IN CONJUNCTION WITH ALL INTERESTED AGENCIES, UPON REVIEW OF CB3 <br /> APPLICATION FOR WASTEWATER DISCHARGE AUTHORIZATION. THIS• EXISTING LANDSCAPE �� TAX#28050700201200 ' <br /> DETERMINATION MUST BE COMPLETE BEFORE CONNECTION TO THE SANITARY ;' • I ( ; <br /> SEWER SYSTEM. '�' -� •( I ?r �,X >- <br /> E �?. C8 , a." �, 7 /• -A• <br /> RIM- _-- • r • : .. ....... ,. . ��,'�. ,.,` '�, 7 :1464.23 ' / >11.APPR PRIAT0 E BACKFLOW PROTECTION COMM NSURAT WIT T .::.• .... :....•.:. ::. .:�', .�: :;h. .�o,�: :�:f E H HE ASSESSED � I' r _ ..:. :... �E 8 PVC/W-462.50l ) , ., ;.., : ,•; 1.j'. ,•_, � t:; : ( ... ,.�,,ODEG EE OF HAZARD AND INSTALLATION LOCATION OF REQUIRED BACKFLOW : ,,;� :: ': .... ..:..: .I a .:,. :.. , ��::<.:. ,... .:, ,... .. .,,.-. : :,., .;, � <br /> PROTECTION) WILL BE DETERMINED BY A CITY OF EVERETT CROSS-CONNECTION EX. SDMH ► <br /> CONTROL SPECIALIST UPON REVIEW OF THE WATER APPLICATION SURVEY RIM-464.53 Dc • ::.-, : • ,.,:,'-.:: _.,.. ,. 1,:. :.•.I•.... , <br /> • / ... .. .. .• -.,. :.:..:. :..•.: :'; .5',.••:.::,.,... :... • ;:�O:, ., ,:.;. .,4_ ,; :: ,,•.L, MOVE FIRE HYDRANT <br /> :..,! <br /> AND/OR REVIEW OF PROPOSED TENANT OCCUPANCY, HEIGHT OF BUILDING AND !E 8 PNCE 461.83 ::._,_,,-.. O 3 PAD ALL AROUND <br /> T = j <br /> HEALTH HAZARD A <br /> EAL Z D SS S M T �t , <br /> ASSESSMENT EN. - <br /> 24 R � l�. <br /> IC CPN , <br /> S 453, 0 ,: I{'� Y I <br /> 2 O TY OF EVERETT <br /> i 2 'LUNGGATE <br /> ..i,::,..,,,,,,,,,,,,,,,,,,,,,,,,,, ;;. � • <br /> � -,�w,r.��:er. * rr �. ROLLING GATE , <br /> Wicm. <br /> SDMH <br /> y . ;. 25 <br /> 12. THE BACKFLOW ASSEMBLY FOR THE FIRE PROTECTION SYSTEM IS PRIVATE AND � �X•A..,•,..��,..� '"'1` •� • '`' `' •'°`' ' �. ._,, {• =4ter an! it:. <br /> ,._r� _. ,,,:,,• '.;I, rf�w69.59 <br /> SHALL BE LOCATED OUTSIDE OF THE'BUILDING. THE BACKFLOW ASSEMBLY A o '----',116,------111-11111-, <br /> ""�"" ;, ;;--'�•-• _ mss �j� �a �� IE 24" CMP N,E=455.79 <br /> " _ C „\� � • 6 �' t 0Q , ' �.._ - �•--•+---...>.■........_.,,,....;:: ..1'-'.dir a�al�'ts!'��.���!!A '�' w M -,+����� ' / <br /> SHALL HAVE A REMOTE READ DEVICE IN AN ACCEPTABLE LOCATION OUTSIDE I ° - � '� <br /> MAX RAKE, 1/4 PER FT /e a , ---a? ----- . :■ tri / �...■.,,,i, -- _,•- !► <br /> H VAULT. <br /> - <br /> T E AUL. -_ - MIMI <br /> ----,- - _- 'o ;r e a a Q P ° +���'�` a <br /> FROM GROUND LEVEL I//.�� <br /> _ s <br /> _ <br /> QH <br /> SEE NOTE 3 W _- w W w w 66- -- -- - --- /iii L]HP ■w..., ,� <br /> 13.ALL SIDESEWERS SHALLCONSTRUCTED <br /> SD .�w q <br /> SE E S BE CO STRUC ED TO THE EDGE OF THE RIGHT OF WAY SD - /'1W <br /> ■ <br /> - O SD � w .. <br /> OR EASEMENT UNDER THE DEVELOPER EXTENSION AGREEMENT UNLESS --4-g -- V SD-- SD Sp SD W W _ --- -W W <br /> - NO <br /> - T SD S- __ - c� <br /> 7 <br /> OTHERWISE APROVED BY CITY OF EVERETT. THE FINAL CONNECTION TO THE BUILDING I 1 ,, - S ____ - y SD -;, SD SD O\� <br /> -46 / h% ` <br /> SHALL NOT BE MADE UNTIL THE PROJECT HAS BEEN ACCEPTED FOR USE AND 1 ' -SS �S SS -- --'SS- '- - _-- \ <br /> OPERATION BY CITY OF EVERETT. THE SIDE SEWER PERMIT SHALL BE PURCHASED WITH -- SS / -- S_��_-___. SS / '"�� <br /> T <br /> • THE DOMESTIC WATER METER E EER AFTER CITY OF EVERETT ,(1.. <br /> HAS ACCEPTED THE PROJECT �� � <br /> FOR USE AND OPERATION. ------.-_ ____ EX. 3/4" WATER SERVICE -- l <br /> \_____ <br /> 14. EXISTING WATER SERVICE(S) TO 2712 GIBSON RD SHALL REMAIN UNINTERUPTED ___ ___ !ATER/METER TO BE REMOVED BY -_ 'ROPOSED IRRIGATION METER \ <br /> - EX. SS <br /> OQ ��1ST,RICT AT DEVELOPERS EXPENSE / �� <br /> RIM=470.38 <br /> DURING CONSTRUCTION. UPON ACCEPTANCE OF THE WATER MAIN THE WATER METER(S) `_ <br /> SHALL BE TRANSFERRED INTO THE PLAT AS SHOWN.A NO-CHARGE METER I SEE NOTE 5 - -W. <br /> ',, \ IE 1N(S)=460.01 <br /> APPLICATION SHALL BE COMPLETED PRIOR TO TRANSFER. THE DISTRCIT SHALL REMOVE I I I 1 PIA._ �• ---- .._,_ ,� ,,,�,- ..�. lE OUT(N)=459,90 <br /> THE EXIST!NG WATER METER(5)AT DEVELOPER EXPENSE. SANITARY SEWER SERVICE TO / //�// / // / <br /> SEE NOTE 3 BE REMOVED AND CAPPED <br /> 15. PROPERTY OWNERS OF THE EXISTING AND/OR OFFSITE EASEMENT SHALL BE AT DEVELOPERS EXPENSE EX. 3/4. WATER SERVICE - `��,� ,A�2 <br /> NOTIFIED IN WRITING A MINIMUM OF 10 DAYS PRIOR TO START OF �.,_ _ - RELOCATE BEHIND SIDEWALK <br /> CONSTRUCTION.A COPY SHALL BE PROVIDED TO CITY OF EVERETT.A LETTER OF EX. SS �. <br /> " ) RIM-464.79 EX. C: OR PO CITY INSPECTOR , <br /> "ACCEPTANCE OF RESTORATION SHALL BE PROVIDED BY ALL OWNERS TO THE <br /> DISTRICT PRIOR TO USE AND OPERATION OF THE PROJECT <br /> - ..-...b\ <br /> 1E IN(S)=454.49 PIM=4.15.40 �`+ <br /> lE OUT(N)=454.39 IE 8" 'VC(N)=464.19 �\ <br /> 16. DECOMMISSION EXISTING SEPTIC SYSTEMS AS REQUIRED BY SNOHOMISH , C_� IE 4" ,LEX(NW)=464.35 LEGEND �. ' <br /> COUNTY HEALTH DEPARTMENT 425-339-5210. <br /> 17. WATER MAIN AND SEWER MAIN PLACED IN FILL SHALL BE DUCTILE IRON AND 2"SEE NOTE 9 VALVE BOX AND FND SECTION CORNER <br /> RESTRAINED JOINT. THE PIPE SHALL USE TR FLEX OR SIMILAR LOCKING BELL TRAFFIC SAFETY FEATURE EXTENSION PER • - y <br /> AND SPIGOT PIPE AS APPROVED BY CITY. OF EVERETT. FIELD LOK GASKETS WILL NOTrc. . . •BREACK-OFF FIANCE, BREAK- STD PLAN 504 .' ` `." EXISTING LANDSCAPING <br /> BE ALLOWED. <br /> OFF NUTS AND BOLTS <br /> 1a1 V I •0 END SECTION i/4 CORNER <br /> 18. PRIOR TO FILL MATERIAL INSTALLATION, NATIVE GROUND SHALL BE STRIPPED - ;,,, ,,,,, i �`A �. SET 5/81x 24"REBAR/CAP r BUILDINGS TO BE REMOVED <br /> OF ALL ORGANIC MATERIAL,ALLOWING THE BEGINNING FILL SURFACE TO BE OF 'v', '` ' '' ' ��_ <br /> -->-„-\\\-,---,;,....;;;-,--- WE! 16916 �,�,�,�� <br /> NATIVE, BEARING SOIL. \\ �1� \ 11,.-" <br /> �� ;i1\-! ® FOUND REBAR/CAP AS NOTED r '" ADJACENT BUILDINGS <br /> 19. FILL MATERIAL UNDER CITY OF EVERETT UTILITIES SHALL FOLLOW WSDOT STANDARD SEE NOTE 10 FOUND MONUMENT/CASE (DATE FOUND) '� "� 1,---------,tpor,IAG <br /> �' dO �5e <br />• SPECIFICATIONS 9-03.14(3)FOR COMMON BORROW, OR JURISDITIONAL ,A, <br /> REQUIREMENTS, WHICHEVER IS MORE STRINGENT. THIS BORROW SHALL BE ��! s <br /> ' � � t h <br /> (L) FROM ORIGINAL LEGAL DESCRIPTION , .`.',' ., EXISTING CONCRETE <br /> PLACED TO EACH EDGE OF THE EASEMENT. THE DEVELOPERS ENGINEER SHALL kt) r p� p�r ' t, �°,. <br /> bee b �d <br /> PROVIDE DOCUMENTATION ON THE REQUIREMENTS FOLLOWED FOR THE SEE NOTE 6 ' ! (WEI WESTERN ENGINEERS, INC. C nas tde, y o i0,, <br /> BORROW MATERIAL AND DOCUMENTATION SHOWING THOSE REQUIREMENTS } ergs <br /> • • . : • PROPOSED LANDSCAPING VE. . .�S... r' <br /> HAVE BEEN MET CAST IRON TEE q CENTERLINE -...,716‘A. <br /> ,y Re°°�d*{ttpr�►a a'�d oY.' �Su <br /> (MJxMJxFt)OR <br /> Zh• 5_gu,�c Otma���C`r�apr• , ®cY- ,1 r <br /> 20. FILL MATERIAL UNDER UTILITIES SHALL 8E PLACED 1N 2-FOOT LIFTS AND SHALL 1/2 CU YD MEGALUG TAPPING TEE FL , A o °K � <br /> O PROPOSED PAVING o �>,�t inf - <br /> PASS COMPACTION TESTING USING MODIFIED PROCTOR ASTM 0-1557. WASHED ROCK RETAINER GLANDS C1 PROPOSED STORM DRAIN CATCH BASIN(CB) • 1.re as-b t�Uab�e V, d�• tate <br /> COMPACTION TESTS SHALL BE TAKEN ON EVERY LIFT AT THE HORIZONTAL i-1/2"MINUS EBAA 1106 be' . = JP--' <br /> PROPOSED STORM DRAIN CATCH t>>e e �' C. <br /> FREQUENCY OF 100 FEET, UNDER THE PROPOSED UTILITY LOCATION. THE FILL n n n in ® BASIN W/STORM FILTER EXISTING CONCRETE RETAINING WALL be to ti,,��; 5 <br /> I I o <br /> ABOVE THE UTILITIES SHALL BE IN ACCORDANCE WITH CITY OF EVERETT DEVELOPMENTp <br /> GUIDELINES AND STANDARDS. f 03 <br /> PROPERTY LINE <br /> 4� _r o ® PROPOSED STORM DRAIN MANHOLE(SDMH), • II' - -fir- -•--.i -I11,is C _ ■ C � ;:;::i:-';,;,;\ <br /> RIGHT OF WAY ed <br /> ,!, e 0 EXISTING STORM DRAIN CATCH BASIN(CB) �gn At <br /> 21.A LICENSED GEOTECHNICAL ENGINEERING FIRM, PROVIDED BY THE DEVELOPER -', •�. S <br /> 1 .A, <br /> �.••� _ 1 EXISTING LOT LINES n <br /> SHALL WITNESS THE BORROW FILL PLACEMENT If• 1', ,1 �_. ❑ I 1r 1� . <br /> AT THE DEVELOPERS EXPENSE, ., ®}� , a 111 0 - .. © EXISTING STORM DRAIN MANHOLE SDMH "C1�. <br /> AND TAKE THE COMPACTION TESTS AT THE FREQUENCY DESCRIBED ABOVE. • 1�!��.A,y -A ! C _ C 7� ( ) <br /> COMPACTION TFSTS BELOW CITY OF EVERETT UTILITIES SHALL BE PROVIDED TO AND ,,,•.•41.-.,,-,r �f� S O, ,-AVA, • - - INDEX CONTOURS tNa�B <br /> �• }� - , ��. �1�!.�.1�t' YD STORM DRAIN YARD DRAIN(YD) QK�n <br /> � � �i � •��� �` - - CONTOURS <br /> APPROVED BY CITY OF EVERETT PRIOR TO SEWER AND WA!.MAIN IN,ALLAIION. 00 <br /> .'4j•'•,A411l.,-�`l��!`'•ei�i� <br /> lrill. - 3' �/ STORM DRAIN CULVERT INLET EXISTING VERTICAL CURB <br /> 22.ALL WATER METER BOXES SHALL BE TRAFFIC RATED. 040 <br /> ,�, •`n 1j�,, ...4f •O.?, <br /> -+!'Ole4t,41.44-.4-41,11,,,,� fit),4.0'a. .■ IN C - P. C 3. 0 SANITARY SEWER MANHOLE(SSMH) ''///////////////// EDGE OF PAVEMENT <br /> 23. DEVELOPER SHALL OBTAIN ALL PERMITS REQUIRED FOR ALL CONSTRUCTION 1•,4� ..A - --� <br /> 1.,,,1,'OW o SANITARY <br /> • WITHIN SENSITIVE AREAS AND PROVIDE COPY TO CITY OF EVERETT PRIOR TO \ t1`•, , l ..1160.....A. }... ,•, SEWER CLEAN OUT SSCO <br /> SCHEDULING APRE-CONSTRUCTION MEETING. `.,,,,,,,, �i '1Qj7►,,,, ''�►■11..M■ii SEE NOTE 11 ( ) X X X FENCE(AS NOTED) <br /> 11.0....1111' v' D4 WATER VALVE PLAN APPROVED Art' <br /> GATE VALVE (NOF) WOOD FENCE <br /> 18 x i 'z 4" (MJxFL) ® WATER METER CLF CHAIN LINK FENCE <br /> ATE a i ( E <br /> WATER NOTES ) <br /> UNDISTURBED CONC � PROPOSED FIRE HYDRANT WRF WIRE FENCE �'V RET T <br /> 1. ALL WORK AND MATERIAL SHALL CONFORM TO CITY OF EVERETT STANDARDS EARTH BLOCK ( ) ; <br /> • <br /> AND/OR WSDOT/APWA STANDARD SPECIFICATIONS,AS APPLICABLE <br /> � <br /> EXISTING FIRE HYDRANT PUBLIC SERVICES DATE <br /> do <br /> - <br /> NOTES EASEMENT/BUFFER LINE PUBLIC WORKS 1\ <br /> 2. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY tai GAS VALVE <br /> MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO <br /> OUP POWER(AERIAL) <br /> A <br /> L)SAT1SFACTORY FLUSHING, TESTING DISINFECTION,AND RECEIPT OF 1, HYDRANTS AND ALL MATERIALS SHALL CONFORM TO AWWA STATNCARDS AND SHALL -'O- POWER POLE ZSS Ste- EXISTING SANITARY <br /> RP SEWER <br /> v rlu rl . DRAINAGEAINAGE <br /> DEPARTMENT iv% <br /> SATISFACTORY BACTERIOLOGICAL TEST RESULTS. BE OF STANDARD MANUFACTURE(MUELLER A-423, CLOW MEDALLION WATEROUS <br /> A PUBLIC WORKS P RMI T <br /> E lS RE UIR D PR OR TO <br /> Al <br /> E <br /> Q 1 <br /> 3. TAPS ON EXISTING MAINS WILL B£MADE BY THE CITY AT THE DEVELOPERS PACER"WB67, OR APPROVED EQUAL). �- UTILITY POLE ANCHOR PROPOSED STORM STARTING ANY CONSTRUCTION ON THIS <br /> 2. 5-1 V <br /> SD PO S 0 DR4/N <br /> 4 ACNE MINIMUM. <br /> EXPENSE. ��....{{ <br /> LIGHT POLE PROJECT. APPROVAL FOR THIS PROJECT <br /> 4. THE CITY OF EVERETT ENGINEERING DEPARTMENT3. 1-1/4"OPERATING NUT AND CAP NUT FOR 2-1/4"PORTS. M <br /> Z so �- EXISTING STORM DRAIN CITY'NGINEER IS CONDITIONAL PER CURRENT STANDARDS <br /> E G CONSTRUCTION DIVISION 4. NATIONAL STANDARD THREAD ON 2-1/2"PORTS. <br /> " X.X' -/ <br /> AND EXPIRES PERMIT <br /> IN <br /> MUST BE NOTIFIED - ELECTRIC JUNCTION `��UNLESS <br /> AT LEAST 24 HOURS PRIOR TO ® BOX �,I.- -�.• <br /> COMMENCING 5. 5 STORZ FITTING WITH NATIONAL STANDARD THREAD ON THE 4 1/2 PORT. EXISTING BUILDING SETBACKS <br /> CONSTRUCTION. 6. IF HYDRANT RISES THROUGH CONCRETE, USE EXPANSION STRIP AROUND HYDRANT FOR CONSTRUCTION HAS BEEN ISSUED. <br /> 5. THE OWNER R TH <br /> BARREL, PER STD. PLAN 509. IN ADDITION, INSTALLATION OF THE HYDRANT ON <br /> O WN <br /> E 0 ERS AUTHORIZED AGENT E SHALL NOTIFY UTILITIES <br /> PRIVATE PROPERTY SHALL EQUAL OR T TAXACCOUNT'NO.S.• SITEADDRES: <br /> EXCEED HE STANDARDS FOR N S <br /> Q D 0 INSTALLATION Tl <br /> OFA PERSON WHO CAN 8E CONTACTED REGARDING PROBLEMS DURING <br /> S LLA ON <br /> OF PUBLIC FIRE HYDRANTS IN THE CITY OF EVERETT. <br /> CALL TWO (2) r <br /> CONSTRUCTION ON A 24 HOUR BASIS. 7 1 .�. ,�-:�.�:.. 927 6929 & 6931 EAST LADY.ROAD 4 <br /> 0 ' 8050 0020 200 <br /> 7. PROVIDE FOR V H/C <br /> . 2 <br /> , , <br /> £ ULAR TRAFFIC PROTECTION , <br /> WHEN NECESSARY PER STD. PLAN510. ',?,� a <br /> 8. STEAMER PORT TO BE FACINGSTREETOR ROADWAYENGINEACCESS. -}28050700201700 �, -i -EVERETT, 10 <br /> WA 98 <br /> £ OADW FOR FIRE <br /> •;< T �t �`r [� <br /> SEWER NOTES 9. BREAK-OFF FLANGE TO BE 2 ABOVE GROUND L I B US N.�i 5�7 DA YiJ <br /> LEVEL. =28050700204400 <br /> • 10. INSTALL CONCRETE PAD AROUND HYDRANT IN UNPAVED, SOD AND ASPHALT BEFORE YOU DIG AUL, 3.. 2008 <br /> r, <br /> . <br /> 1, ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT AREAS PER STD, PLAN 509, r <br /> ,,,,,i._. <br /> STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS, 11, HYDRANT CONNECTION PIPE TO BE DUCTILE IRON CLASS 52,ANY,INTERMEDIAT 1 -800-4, 4-� �° � 4 ¢ �* <br /> NO ,, <br /> PARTOF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED, ----e--)&' <br /> KOINTS TO BE MJ WITH RETAINER GLANDS, OR YIELD LOCK GASKETS. 4, - - <br /> 12: FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF HIGH GLOSSCATERPILLAR .--i._ <br /> rrf <br /> w <br /> UNTILtk. <br /> OR PUT INTO USE IT HAS BEEN TESTED, INSPECTED,AND APPROVED --- „. •..---'-- <br /> BY THE CITY INSPECTOR. YELLOW, LUXLITE/6100-516 OR "RUST-OLEUN"#7448 OR APPROVED EQUAL. THE PORT CAPS WILL BE PAINTED M' "' <br /> BLACK. UTILITY CO FLICT NOTE: C WATER AND SEWER ETAILSAN�1 HOTELS <br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM g �x Western <br /> t pg �,.. . `,CAUTION.' ,,,� , ,AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR � � � ,�,,, 425 ,• <br /> • �;�4, ( � ROD,�AIV1.�TDY0.1'ASHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID FIRE HYDRANT ASSEMBLY THE CONTRACTOR SHA BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,AND 1' ,t Engineers, <br /> DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH BY - ` ,Fr 356-2700 NE 1/4 1 V W 1/4 S�'C 7 71.28N., R SLS' W M <br /> EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL <br /> NOT To SCALE DEPTH OF ALL EXISTlN� UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, ‘PI <br /> ..,,�;� �. � ' `:!,:1'.r;y;;;•;„ , , , ., W.M. <br /> EXISTING <br /> THE PUBLIC WORKS NGECAND NY CHANGES REQUIRED SHALL (CITY OF EVERETT STANDARD#507) POTHOLING THE UTILITI'S AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR li. q i'i �!• rt ,., Inc. <br /> »'' -�, <br /> TO CONSTRUCTION. THI. SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424,5555 AND 1 !', A, CITY DFEV RE'TT,WASHINGTON <br /> BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF �►' ,�q -,, ,/�Ir,• ! ,. <br /> RELATED CONSTRUCTION ON THE PROJECT. THEN POTHOLING ALL of THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS ,,, `�0 1P 764 `,,,, �' F <br /> TO PHYSICALLY VERIFYi.WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES �'� �'�ti 1 .'1 URVEYORS•PLANNERS•ENGINEERS DRAWN BY DATE REV. BY DATE PROJECT MANAGER SCALE <br /> 4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY R IN AS SHOWN ON THESE''CANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND '.. S1,-.20' <br /> 0 <br /> ;, loxaL� �� LAND USE CONSULTANTS TAJ 04/25/08 04 TAJ 06/23/08 BARRY CONSTANT <br /> EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO ARE SUBJECT TO UARI TION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL <br /> STARTING CONSTRUCTION. CONSULT WESTERN INEE74 INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING <br /> CIVIL ENGINEERS 0 LAND SURVEYORS DRAWING FILE NAME CHK. BY F.B. N0. JOB N0. SH r N0. <br /> WITH CONSTRUCTION. EXPIRES J) �j * * * * <br /> 4 13000 HWY 99 SOUTH EVERETT WA 98204 07897ABASE.DWG BRC - 07-897-A UZ of 2 <br /> ,eli- ...... e.1 i I , ':., 474d- 4DrOdl nAs , <br /> u ' � <br /> 1 <br />