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<br /> CITY OF DIRER.SANITARYSEWE'R NOTES NE 1/4,SE 1/4,SEC 30, T°28,R.05., W.M. 1(1:
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<br /> -id•CITY OF EVERETT WASHINGTON_ '1 __ �`AL1. ORF'.AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OFTNF CITY OF EVERETT,A.P.W.>ti,(1998 OR CURRENT)ANp WASHINGTON STATE fo_ �" _--r- -" T..-T�'DEPARTTdENT OT ECOLOGY. CK� L e r •i d i .7,
<br /> 2. THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION n \AND DEPTH OF ALL BURIED UTIlJTIES PRIOR TD BEGINNING CONSTRUCTION,LOCATIONS OF �, 6 -_tSAID SAID UTILITIES AS SHOWN ON PLAN ARE BASED ON 7N,1 BEST RECORDS AVAILABLER+M-44,-I t -
<br /> _�AND ARE SUBJECT TOA DEGREE OF UNKNOWN VARIATION. F"NA-S CNIIr(:11011 r l=4/I j a - .1 --r�
<br /> 3. FOR AID IN UTILITY LOCATION CALL 1-800-42.1-5555 PRIOR TO BEGINNING " " R I * r r------
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<br /> CONSTRUCTION. ` S I "
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<br /> 4. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF WESTERN SURVEYORS,INC. a _L - _ - - 1 -��
<br /> 5. THE CONTRACTOR SHALL KEEP TWO(2)SETS or PLANS ON-SITE AT ALL TIMES FOR 'u -
<br /> �` Site .,,.
<br /> RECORDING AS-BUILT INFORMATION;ONE(1)SET SHALL BE SUBMITTED TO WESTERN --�a1�
<br /> SURVEYORS,INC.AT COMPLETION OF CONSTRUCTION. A _ �-
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<br /> 6. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED,CONCEALED DR PUT I �'��� '
<br /> INTO USE UNTIL IT HAS BEEN TESTED,INSPECTED AND APPROVED BY THE CITE I �, (-)-'
<br /> �� E ig
<br /> F ' '
<br /> INSPECTOR. I I
<br /> 7. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE L -._-. ._ _W �
<br /> C9) a _• J
<br /> �: N
<br /> RECORDS AND ARE SHOWN FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE
<br /> FOR VERIFICATION OF LOCATIONS AND TO AVOID.?AMAGE TO ANY ADDITIONAL L71LIT1ES - 20' ± I
<br /> NOT SHOWN.IF CONFLICTS WITH EXISTING.UTILITIES ARISE DURING CONSTRUCTION,THE SCALE: 1"-
<br /> CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED I �A 10148.Toxo.*50 IAIIEL kx SERVICE SADDLE.WIT
<br /> NM mum" C.C.10 BE USED ON ALL MAINS 3`DIA AND LARGER. 1
<br /> _ \ 1NCLl101Nu A.0 MAINS �I C
<br /> SHALL 8E APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OR RELATED MN I �, A,, �^ - I
<br /> CONSTRUCTION OF THE PROJECT. 10, 10' TT 20, 40, _�--
<br /> \ / , - ---- -`\ ��URF�OfTA(CN VOP.r VICINITY MAP
<br /> 8. ALL S.•1VER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS \ , , I--'3RD�60f C.,
<br /> p // E.x HCiISF , �� I ! IN APPROVED EUUAT S SCALE:1"•2000`
<br /> MUST BE IN EASEMENTS MUST BE STAKED'8Y SURVEY FOR"LINE AND GRADE'PRIOR � `� ,//�`
<br /> TO STARTING CONSTRUCTION. \ ,� / % , /11:. j �(,/ TORO SLID Fri_+�:)S(1/0 BEND)CR ICT ti(1/4 GENU)FITTING FOR RARE>.LORE G0,"ER.NOTE:PHYSICAL
<br /> \ / / /% /�''i/ / r,7 WADS IN PUI"TTHT_ENC N1PC ARC NOT ALLOWED.OUT APPROPRIATE 1/4 OR 1/9 BENDS PER ABATE.
<br /> •
<br /> 9. ALE SEWER PIPE MAINS SHALL BE RUBBER GASKE"'CONCRETE,PVC OR DUCTILE IRON AS / I�il1%_l�/1 f CO-)PECIFIED IN CITY OF EVERETT STANDARDS. \ o i , SSMH#!! \" ust TA�ELlEu H-sa7s vsTA urE-Irl' +,►z 1T,5-PL+'usTlc i�I,'E K jt4NLk COPPER;LIRE.THREAD.
<br /> CAP EXISTING a•WM ' t !'I V Stk0+00.00 ! PROJECT NOTE:
<br /> 10. ALL SIDE SEWERS SHALL HAVE A 2.0X MINIMUM SLOPE. \ Ti. 2- AFTER FIRE HYDRANT I I:. $' °n` C} 1-,NATER SERVICE LINE SHALL OE LITII_II PCLYET,.YLENL.OR COPPER TUBING.
<br /> 187If of ar.Wer ro / % CONNECTION / .-
<br /> - _ _ i •POLrtt►rLENE 1uI31Nc:A.L:.eE+':1,0.:Ic'IrPE S+OL(ITIS)-ID ASIA D2239-SIDR/;Ni3.100) ALL INTERIOR FENCES ARE TO BE REMOVED OR RELOCATED.
<br /> P�JLYE7:37:1(1C+:1/4701-:::C.A.
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<br /> 11. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR"LINE AND GRADE"PRIOR TO - � �•---- -8E ABMIDONED BETMIE'EH -----,� --�;- --��'------- - -._.-___ .-______-___ -.. , SEPTIC SYSTEMS do DRAINFlELD LOCATIONS SHOWN ARE APPROXIMATE.
<br /> / i
<br /> ;, UIRFMA OF C9QT ALL EXISTING SEPTIC SYSTEMS dr DI?AlNFlELD5 TO BE ABANDONED
<br /> STARTING CONSTRUCTION. /'/ / =x.95 3. IUA�;gin'-n'LEfs'2CU 5+NAI,\ \ SEDAND / .; / I. II x444.519(116) ,�E . IIJ N(' PER SHO.CO.STANDARDS
<br /> EXIST,RATER LIN !� ._i1; HAVE A 410 COPPER TRACE WRT WRAPPED A.LCNC'IS ENTIRE t ENGTH(DNC WRAP PER I'T) ( �•
<br /> fhM[=449.02�(A6) (PFR FWAlr PROPOSED WALL • IE.34.85 rIXN)(7)
<br /> UT)(S (AB) i
<br /> ] WITH ONE ENO WRAPPEL'CAL AROUND THE SADDLE DCI.,AND SECURED(ILlY�EEN 2 NOES
<br /> I Lb EQUIPMENT AND PROCEDURE
<br /> 1E=437.10 Alf 1116 MA II A-T I IONaI 3 FT AWX HEIGHT `L�. r THE OTHER ENC WILL BE EXPOSED THE METER USA
<br /> a\ IEs43Z00((OUT)SSE)�AB) / .►�^v,`? I {r'-.;.I',U, I •CO13FER SHALE f3: I'TYPE"I(''CPPER"�BI11G.
<br /> S89'49'21 E 177.76 > .••
<br /> All J811C SHALL BEE',HE NOPLICAOLE ASIA,IAP410 AND AAAA 5TA50ARI)S,
<br /> SSMH#5 �- �� • '•bA fi �� LEICA TC 1000 FOR FIELD TRAVERS AND TOPOGRAPHY.
<br /> \ STk3+35.53 f5� ��'� _. H ,� II - [F] USE 1/q OR I/O BEND 0RA55 ST BEND WITS A�U7.LER N-15455 i55TA SITE FITTING FOR IPS PLASTIC PIPE MONUMENTS VISITED 10/2004
<br /> N:3196.39 �3 4 x N -_-x--------
<br /> _ ��� „ I _ - �f� X A�ALC IhQh PpF TtIRt�. PRECISION EXCEEDS STATE STANDARDS.
<br /> N E.4767.94 SEWER/ r!_ fv. t \
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<br /> ! 1 x 1`4'E'rTT SCT'fiT S,+At;-Lit'k.T_ATCQONAII3'67-g13W1NDOR4-1s OR APPRQVCp EQUAL_
<br /> CONNECT To x r wFTER_�� - ;;3Y 1
<br /> !-8 a8"STAINLESS STEEL TAPPING TEE(Fl)'1E{ v ESMT t - 7.-_-_' t,' ", Q� R 76,730,6'265,,,o,
<br /> OROF SURVEY
<br /> \ 18"GA TFVAL4E(HT.>r.tiil) ? (f \/t> MEIETTS 5'A BE INSItiLL`.D dY CIN�EATkk On9513N AI rJA"V�RS ExNLN5:.
<br /> a4 -- - - -- - w/INRUST BLOCKING I I - SSMIfa� •
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<br /> �� 0 4 "' I i STA.O+,#0.13 �I •ABANDONI LIME TO THE WEST) Mt 11 .10 SHALL ETF -[;(4(5UN/fiRUU,cS'9'??U-1Z-5 51.4 11.OR"BROOKS'4 40-1222-41fT(CO RtTA.
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<br /> f 1 y£SAI' ^ J hL_.NEW'n5 01 rxi TN MATER N.IV5 S,-.AL BE DOLE 8Y THE.CITY OF EVERETT WATER DIVISION AT THE
<br /> ------....".,..., \ \I �� _-- - I Z.t�ti� �O 6E (. 44147- i !� , - - - 4CYT'IO.FRS OR CrJNTRACTORS f.XPCN"aE
<br /> \ W. c71, CH,--°:4
<br /> AVE.S.E.
<br /> -� �,,`^��' RAIM446.25 AB �� I ` �8l��a�rJ5� EX SSMH ON 19TH
<br /> (\ -_\ - • _-- ----3,'.',V.,:',
<br /> . u�. ._ .._ - - • _ __. IEs435.33 r)( )(A6)) I! {I II I I PLACE SAWDUST IN ML114 BOX AROUNC,I.1.1G 1GI';) ME MR 10 PREVEN fpUARD. RIM EL =445..
<br /> �, �_U.•�p.561; ,�� ,_ s. -IEi435.23 SAB � ,.
<br /> 127th Pl. S.E. �_____ 1 _ _ _ _ ES_
<br /> Lm
<br /> 55 - .r 30' 1 Il rrrEs u r ! .1"ME'TERE'D WATER SERVICE
<br /> - , } �I A.F. °605760134
<br /> --�-S Y-�-\ ! r 1 1 / / I I: I 1 I NOT TO SCALE
<br /> ss -ss---~-`_------- ,\ _ �- _-t�- -- --\---_--. -... 1._-_ m,' r IY E I C/L OF RD (CITY OF EVERETT STANDARD,502-C) �BdG
<br /> l 131.D�'� 589'49 33 E -- , \ N.G.V.D. 1929(MEAN SEA LEVEL)
<br /> / \ \ --- :._
<br /> / _._._ -,---_-- I. Ei. C/L OF RW PLAT OF AUTUMN WOOD
<br /> v/ `` \ .; // - " f E'NGINE'E'R SURVEYOR
<br /> / \ �.. -0 E� \ 1 / / c, _ -. I I 1[MSIC#IT ENGINEERING THE 5 r s ` 3301 HOYT A SUI Y 0HE T GROUP,��
<br /> MH-D /% 1' \ ;i ��� \ 6 ' , // I'���! `" I !I! ° I CITYOF.EVERETT WATERNOTES's\_7,7______________________-/:
<br /> 4i=445 8 t 1 \ r a 1 ! / EVERETT,WA 98201
<br /> 8"Ela CNTR CHAN 1E=437 71 / ` \� -,‘,9-
<br /> ' I AI SSMH#4 .- / ^ #` EVEREST;WA.98201
<br /> a ,- I I :�TI.I_ / (425)303-9363 PHONE(425)252•-7088
<br /> IE(I1,)=437.7b / 1 - �•�,?y�• \ 5TA:2+18.07 ( .-._.__._.-L_ .�1 1 1. THE INSTALLATION OF ALL WATER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION
<br /> YQ , p I R"�1_ X47 K- / r PLANS AS APPROVED BY THE CITY ENGINEER FOR THE PROJECT.ANY DEVIATION OR CHANGES ARE TO BE FAX.(425)252-74D3
<br /> IE(OUT)=437.66 " � .- I I n F:I !I-:i.,4-•'=8,4.53;3'.a,
<br /> '438 SS ", 1 APPROVED BY THE CITY ENGINEER BEFORE THE CHANGE IS INCORPORATED INTO THE WORK.
<br /> --_\ �\ / � -����Ij �_ \\ � -- }� 1 I �'! ,,�:. p�_ � �•� `� PROPERTY OWNER
<br /> 1 2. EXCEPT AS OTHERWISE NOTED HEREIN,ALL WORK SHALL BE ACCOMPLISHED AS RECOMMENDED IN APPLICABLE BUILDERS INVESTMENT GROUP
<br /> / \ - \ I RMI-440.32(AB) ` - I I I I AMERICAN WATER WORKS ASSOCIATION(AIWA)AND AMERICAN PUBLIC WORKS ASSOCIATION(APWA)SPECIFICATIONS 12728 BOTHELL-EVERETT HWY,
<br /> \ �`, \ -7436.51 �x%x�) I 1 ` `� ,h AND ACCORDING TO THE RECOMMENDATIONS OF THE MANUFACTURER OF THE MATERIAL OR EQUIPMENT USED. EVERETT,WA 98208
<br /> �" ," \ '�. 436.43�OUi)(E)(AB) k 1 ., - v,N
<br /> _ � CONTRACTORS SHALL FURNISH A WATER-TIGHT PLUG OF THE APPROPRIATE SIZE WHICH SHALL BE INSTALLED!N (425)379-2844
<br /> \ ' !0 r -r---1. - --�T• THE END OF THE WATER MAIN ANYTIME WORK IS DELAYED OR STOPPED.
<br /> ", -? DOMESTIC ---- 1 R�f�449.d2(A�) 1
<br /> �' I;:il:I: __ .SSMH#3
<br /> ti- �" \ /11,1;401 - - SERVICE 1 I Su T+115.131E•.35.77(INNNXAB) 711E MINIMUM COVER FOR WATER MAINS 12 INCHES EN DIAMETER OR SMALLER SHALL BE 36 INCHES TO THE TDP APPLICANT/CONTACT
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<br /> \ , - - l-p H€`;I' �1,I� -T^-111 -_ 1 44&�S 67 �) h• i ' 3' OF PIPE. THE MINIMUM COVER FOR WATER MAINS OVER 12 INCHES IN DIAMETER SHALL BE 48 INCHES TO THE GROUP
<br /> s Li `�) s TOP OF PIPE THE MAXIMUM DEPTH SHALL NOT BE GREATER THAN 60 INCHES TO THE TOP OF PIPE. (2728 80THE11 EVEREST HAY
<br /> \ ATE APPROVED T STA:-+45.61,49.M R
<br /> \ LI4CKFLOW ASSEMBLY i
<br /> I I ill
<br /> INSTALL: ALL DEPTHS BOTH MINIMUM AND MAXIMUM SHALL BE FROM FINISH GRADES AND SHALL BE ADHERED TO UNLESS EVERETT,
<br /> 425-379-2844
<br /> V \ 1 3!/4"NYDRAN7'ASSY. o
<br /> 11 Iv Qr SS•0.708(AB) E•is"SPOOL ]► dam APPROVED BY THE CITY ENGINEER IN WRITING. FAX:425-379-0644
<br /> h \ ! 14"STT)RZAUAI'1FR
<br /> I \ \/ 1 - `K 4. DUE TO THE COMPLEXITIES OF MANY WATER MAINS ANO THEIR INTERFACE WITH OTHER UNDERGROUND
<br /> 10.00' \ (y ! STRUCTURES,ALL WATER MAIN CONSTRUCTION SHALL BE STAKED TO INSURE PLACEMENT WITHIN DESIGNATED OWNERSNIP/OWNERSNIP INTEREST
<br /> T
<br /> GAS ` \ - 11 8 NO II":1' d 137LF 8'WAI , / EASEMENTS• ANY DEVIATION FROM THIS REQUIREMENT MUST BE APPROVED BY THE CITY ENGINEER.
<br /> EASEMENT \ \ - '' ! .le, i ,� I' " BUILDERS WAVESTM E NT GROUP WASHINGTON MUTUAL
<br /> \ / _-- ----^ -- - c I r M �, 5. A MINIMUM OF TEN(10)FEET OF HORIZONTAL CLEARANCE MUST BE MAINTAINED BETWEEN A WATER MAIN AND 12728 BOTHELL-EVERETT HWY. 188 106TH AVE.NE
<br /> - _ I t I . ANY PARALLEL SEWER MHN.
<br /> ),�' 6 - - 4 r DI tr I I u , 45 EVERETT,379-2844208 SUITE 210
<br /> 8E1 WE,WA 98004
<br /> cn
<br /> __===)I.____ ,\
<br /> :73:
<br /> 29 �y PFIp I ' 5TA:1+45.93,11.1.R 6. ALL NEW TAPS AND/OR CONNECTIONS TO EXISTING WATER MAINS SHALL 8E:ANC 8Y THE CITY WATER ( )v _..- 3.51 ,�...- ! IX_:r I C10NNECf 7q[iX.B"WHA W[7H: (425)990-4645
<br /> >, rte- � 1 DSL 515 I ! R!✓!: :�_;-- DEPARTMENT UNLESS SPEClFICILLY APPROVED IN WRITING BY THE CIT?'WATT R SUPERlNTE1,fDENT.ALL COSTS
<br /> 1.8"G STAINLESSSTFELTOFFINGTE,�(F!) INCURRED SHALL BE BORNE BY THE DEVELOPER OR CONTRACTOR REQUESTING THE SERVICE.IT SHALL BE THELEGAL DESCRIPTION
<br /> / 7
<br /> I E_444.5, !8"GATE VA FE(Fl.xA[1) CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR THE TAPS WITH THE WATER DEPARTMENT.A DEPOSIT!--SC-'"�Y 11.43°BFJYD(Ail) I w/fT[RUSTBLOCKING SwUSTBLOCKING `' /////7-7.77-7-7:;••7'-';7;, ! � ! `' REDUIRED FOR THE WORK TO BE DONE WHICH MUST BE PAID PRIOR TO ANY WORK BEING SCHEbU1ED OR DONE LOT 4 OF SHORT PLAT ZA870 f 032SP RECORDED UNDER RECORDING
<br /> C i-.;i...; %, r----_-__ r \ / ,�• I i BY THE CITY FORCES. NUM8ER870722D250,AND CORRECTED UNDER RECORAING NUMBER
<br /> v 1- \ 'r j ,% J.. _ '� I CL? 8803010215 BEING
<br /> A PORTION OF THE SOUTHEAST QUARTER OF SECTION
<br /> I H'�` t. I I ! ' 2i 7. ASA GENERAL CONDITION,ALL WATER MAIN PIPING SHALL BE DUCTILE IRON PIPE,CEMENT LINE,STANDARD 30,TOWNSHIP 28 NORTH,RANGE 5 EAST,W.M.IN SNOHOMISH COUNTY,
<br /> I \ - j`� I r' I 1 f I J o� THICKNESS CLASS 52,UNLESS OTHERWISE SPEClF�ED AND SnIALL CONFORM TO THE STANDARDS OF USA WASHINGTON;EXCEPT THE NORTH 20 FEET CONVEYED BY DEED
<br /> <� '- -- C ~- I • , S 1,51 AIWA C 151).ANY DEVIATION TO THIS POLICY MUST BE APPROVED BY THE CITY ENGINEERRECORDED�EDtE TOCITYOF EVERETT BY DEED RECORDEDEUNDER
<br /> 01111111111 / �! I •' I STANDARD A
<br /> 1 -, / ON THE PLAN
<br /> RECORDING NUMBER 200406020323,BEING A RE-RECORDED OF
<br /> > , I } i ,� 20000628016.
<br /> v _ I �rr ;';.; ! I ! ` / 8. SERVICE CONNECTIONS ON 4 INCH DUCTILE IRON MAINS OR FOR ANY SERVICE 2 INCH OR LARGER SHALL BE
<br /> r i o I INSTALLED WITH MUELLER,ROCKWELL,ROMAC OR APPROVED EQUAL PIPE SADDLES. DIRECT TAPS MAY BE MADE
<br /> \ 1 r
<br /> / 1� ____J-
<br /> "I -J �`!I f.!�J i y�(i r. I�__.__ __.__.._f�_ I I J! FOR 3/4"AND.1"SERVICES ON DUCTILE 1RONPIPE 6 INCH I.D.OR LARGER THE MINIMUM ACCEPTABLE TAP SIZE PLAN APPROVED -
<br /> ,t I I { = g SHIALI.BE 3/4 (SEE SECTION 5.3.3 FOR CONNECTIONS TO EXISTING AGIINS).
<br /> �� I. :::
<br /> ---%;-,77,•:;,%,
<br /> 1 9. HYDROSTATIC AND PURBSTNG TES15 ARE REQUIRED ON AIL NEW WATER MAIN INSTALLATION,REFER TO SECTION
<br /> }c / g '/1; %,'�;;;; I f, '; ;' + , I 1 !-�. - .''1'11;11 1TY a M I.
<br /> AE 561721`, 5322.1.
<br /> Ii
<br /> • ••� I i e PUBLIC SERVICES DATE
<br /> I
<br /> L `L -/ I , �` �; I 1Q STERILIZATION AND FLUSHING OF NEW MAINS SHALL BE REQUIRED.REFER TO SECTION 5.3.22.2. ry L,,
<br /> �/; •T :1-r;I- - •}- _ -- C PUBLIC 1•$VR:�
<br /> `/ ] I ( N l `� �y 11. AL1 SECTIONS REFERRED TO IN THESE WATER NOTES CAN 8E FOUND IN THE DESIGN AND CONSTRUCTION
<br /> UTILITIES DEPARTMENT
<br /> c---c 0 e c 0 c dam----a; c c7 , !
<br /> ES DRAINAGE
<br /> G G Q C G G G Q , STANDARD AND SPECIFICATIONS,CITY OF EVERETT A PUBLIC WORKS PERMIT 1S REQUIRED PRIOR
<br /> x -- G
<br /> - / _ _ -__________,
<br /> --,,% - - I 52.81' 1 TO STARTING ANY CONSTRUCTION ON THIS
<br /> -t.
<br /> }-- - I a EX.Ll/L OF Ri I 1 12. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW CITY ENGINEER PROJECT.APPROVAL FOR THIS PROJECT IS
<br /> ,_
<br /> ...,, ...
<br /> .7/7>'' c, PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING,TESTING,DISINFECTION,AND RECEIPT OF SATISFACTORY CONDITIONAL PER CURRENT STANDARDS AND
<br /> - •-'• � j i � �,K f 51:47
<br /> BACTERIOLOGICAL TEST RESULTS.
<br /> I PROPOSED i` ,,,,,....,„=,..44, jI PEEXRMIT FOR C CTIDN TA IRES DBEENS SUED.
<br /> 1
<br /> _E.__
<br /> x - GAS LINE I 1 ! l 1=•I4 4
<br /> 13. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. � $
<br /> 589449.464E 308.08, 1 ♦ .. /• i
<br /> icl
<br /> j14. THE CITY OF EVERETT ENGINEERING DEPARTMENT CONSTRUCTION DMSIDN MUST BE NOTIFIED AT LEAST 24 HOURS ,_� I PRIOR TO COMMENCING CONSTRUCTION. Insia Ii . ,
<br /> x- -u:JC�CJC"j-._.3'11`11 _�.�x:> .i. -� ----��_ ._, . .; ., ,,._.,x., _, _r X' , _ -. LX j, I 15 THE 0 ER'S A ED AGENT SHALL NOTIFY UTILITIES_ __.___�-- ___ �_ _ _ WNER OR THE OWN UTHORIZ________ -- --- N v SO AS To NOr r'''_:.* ,
<br /> ..Y_)------_t_____.._ i �', 44?rf, 16 ANY SECURITY FENCE ERECTED AROUND THE CONSTRUCTION SITE SHALL BE LOCATED O6STRUC�-- -- --•-------_ � __ _, �it dl LUTILITY CONFLICT NOTE' -- _- - v I / ANY EXISTING HYDRANT,FIRE PROTECTION EQUIPMENT,OR FIRE DEPARTMENT ACCESS.CALITTON.' _LEGEND l 1 _ _ __ _._. 1 . �.
<br /> '�, MAILBOX 1 / / l" ..I I I zeTHE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, \ ,^, FIRE HYDRANT(2 NOZZLE) l J r �1i [ `O EXISTING MorNUMENr AISSHOWN) i / - IJ 1 1 !��- -z�'-��' �� 3630 CQLBY AVE.DfMEN510N,AHD DEPTH OF ALL EXISTING UTIilT1ES WHETHER SHOWN ON THESE __■ TYPE I NEPA SrcN / i / / S / - '
<br /> PLANS OR NOT,BY POTHOLING THE UTILITIES AND SURVEYING TNF HORIZONTAL Q PROPOSED MONUMENT1 (. I °` �' D'IT,: i7Y EVERETT, )198201
<br /> AND VERTICAI_LOCATION PRIOR TO CONSTRUCIISS.THIS AND THEN SHALL -A-. NO PARKING SIGN / l I I (425)303-9363 {425)303-9362 FAX
<br /> INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE !q� 1 ! Ir ----------- ----------..--._ _----- __-- INFO@INSIGH'1'�:NG1N[sL'RING.NLTEXISTING UTi1lT]E5 AT LOCATIONS OE NEW UTILITY CROSSINGS TO PHYSICALLY t1+'S-3 SECT10lV CORNER ILQW.- - RICHT-OF-WAYi ,VERIFY WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS t_ / /SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC CENTERLINE �' SITE ADDRESS: 1?728 80THE11 EVERETT NAY.
<br /> • FOUND REf3AR/CAP OR 1.P.(IRON PIPE) / r ! n°Jl • Iti r 4`-_ RI SSW( 1 EtERETT,WA.98208
<br /> INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS SHOULD OCCUR, -�--- - DITCH v v v' r' v' _� �I" ! %SIM=455.6 ' 1. - 1 REV.PER CITY OF EVERETT INR I0-04-07
<br /> THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO TMR TO BE REMOVED 1 / I.E 437.37 .1 1N !RESOLVE ALL PROBLEMS PRIOR FO PROCEEDING WITH CONSTRUCTION. -` BUILDING SETBACK LINE(BSBL) f � /f IREV.NO. DESCRIPTION INITIALS LIATE TAX ACCOUNT NO.'S: 28053000400100
<br /> I' POINT OF BEGINNINGCALL TWO(2)BUSINESS DAYS -- --- PROPERTY UNE I e $I
<br /> L i EDGE OF PAVEMENT ----✓_- - , EXISTING FENCE LINE f
<br /> BEFORE YOU DIG 1-800-424-5555 El, STORM DRAIN CATCH BASIN I R R
<br /> '/�- EDGE OF EXISTING PAVEMENT Q'O' NAS.f
<br /> (t, rt�rr STORM DRAIN MANHOLE
<br /> XXX EXISTING CONTOURS
<br /> •♦�, �i�c� NE 1/4,SE 1/4.SEC 30.T.2$,R.QS.,W.M.
<br /> PLANNING AND DEVELOPMENT SER VICES I , 1116 SANITARY SEWER MANHOLE I XXX I PROPOSED CONTOURSEvERE7T oFFicE BuILDING „y It��, /
<br /> "� / EVERETT OFFICE BUILDING
<br /> APPROVED FOR CONSTRUCTION I, ' SANITARY SEWER CLEAN OUT .._♦ PRE-EXISTING DRAINAGE PATTERN
<br /> I'!'0 771:! ti DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
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<br /> /GMAT.Y AS-BUILT SHEET
<br /> PROPOSED SEWER SWI
<br /> RANDOLPH R.SLEIGHT,
<br /> C i 141 WATER METER
<br /> RAW PERMS PH PROPOSED WATER
<br /> _. V-2-01 SEWER&WATER PLAN of
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