|
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 •
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<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
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<br /> .
<br /> 1, ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT AREAS PER STD, PLAN 509, r
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<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._
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<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
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<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.
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<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'
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<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
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