|
1VW 1/4, SEC. 1, T.28 N., R.4 E., W.M. , .
<br /> �'ITY OFEVERETT, WASHINGTON
<br /> NOTES SEE SHEET 604 SEE SHEET 604
<br /> I PROPERTYLINE I NOTES
<br /> 6"GASKEiED NOTES R�� OR RIGHT-0FWAY R 1. PVC SIDE SEWER CONNECTIONS TO PVC NEW
<br /> 1. CONNECTION TO SEWER MAIN PER SEC 7 OF SPIGOT CAP OR TYP MAINS SHALL BE FACTORY TEES.
<br /> 6"GASKETED CAST IRON BOLTED RING&COVER MECHANICAL 1. CLEAN-OUT PIPE AND FITTIN6S SHALL BE PVC, GRADE ELEVAT�ON I GRADE ELEVATION
<br /> STANDARD SPEQFICATIONS AND SPECIAL 7YPE 1&2(SEE NOTE 5).
<br /> PROVISIONS AND STANDARD DRAWING 602. SPIGOT CAP PLUG TYPE 1&2 ASTM D3034,SDR 35 OR AWWA C900. �
<br /> � 2. TYPE A&B SHALL 8E USED ONLY WHEN
<br /> 2. INSTALL 6"MINIMUM PIPE SIZE IN RIGHT OF MECHANICAL I 2. A SANITARY TEE MAY BE INSTALLED IN UEU OF A D3034,�M Z SEWER MAIN DEPTH EXCEED515 FEET OR AS
<br /> PLUG WYE AS SHOWN.STRAI6HTTEES ARE NOT INSTALL APPROVED � APPROVED BY THE ENGINEER.TYPE D SHALL
<br /> WAY. � 30"SQ SDR35 OR �
<br /> 5'MAXIMUM IF TYPE 1&2 � /�IANDSCAPED OR ACCEPTABLE. CAP NOT COUPLING APPROVED COUPLING BE USED WHEN EXiSTIN6 SIDE SEWER IS
<br /> I PROPERTY LINE PLUG AW WA C900 SHALIOW(LESS THAN 6'DEPTH AT PROPERTY
<br /> GREATER THAN 5' � / UNPAVED SURFACE
<br /> 3. INSTALL6"CLEAN OUT PER SfANDARD. OR RI6HT-0E-WAY � � � 3. SEWER STUB WILL BE EXTENDED 10'BEYOND LINE)
<br /> INSTALL ADDITIONAL �
<br /> CLEAN OUT REQUIRED CLEAN OUT AT DRAWING 604. I NP � _ �� PROPERTY LINE TO PREVENT DAMAGE TO
<br /> 2%MIN.SLOPE
<br /> OVER qSNGLE POINTS BUILDIN6 CONNECTION. 4. PRIVATE SIDE SEWER PIPE DIAMETER: -PAVED SURfACE UTI�LITIEOS WHEN ERVI EI OCBUIIDING 5 ITH OTHER "DEEP SOCKET"FRTINGS EXISTING 2pOMQ EXISTING SIDE SEWER 3 SEWER MAINS S ALL�BEIMADE PER�E . �
<br /> 4"MINIMUM FOR SINGLE FAMILY AT EACH END OF SIDE SEWER 50
<br /> I 'a . � INSTALLED. STANDARD DRAWING5612&613 OR BY
<br /> 6"MINIMUM FOR A�L OTHER USES. � .-� VERTICAL PIPE SECTION 6"PVC ASTM D3034. APPROVED MANUPACTURED CONCRETE TEE.
<br /> � GPK PRODUCTS'OR EQUAL PVC SEWER MAIN
<br /> -,.^'., �� . 4. TYPE 3 TEMPORARY INSTALLATIONS(NEW SDR35 OR AWWA C900
<br /> GENERALNOTES I •a ' � DEVEIOPMENT)SHALLHAVEAPRESSURETREATEO (SEECONNECTION 4. SEESTANDARDDRAWING604.WHERERING
<br /> � CONCRETE COUAR NOTES 33)
<br /> 1. SEE SECTION 7 OF STANDARD � {`` • (COMMERCIAL CONC)TYP. SEE NOTES 2"X4"SNB MARKER THAT EXTENDS DOWN TO A AND COVER INSTALLATIONS ARE SHOWN fOR
<br /> 6 AND 7 MiN OF 24"BELOW GROUND.A MIN OF 36"SHALL 35'MIN PAVED AND UNPAVED AREAS,FfELD
<br /> SPECIfICATIONS FOR ROADS;BRID6E AND EXTEND ABOVE GROUND.STUB MARKER SHALI BE 45'MAX CONDITIONS WILL DICTATE WHICH
<br /> MUNICIPAL CONSTRUCTION WSDOT/APWA 30"SQTYP. PAINTED WITH WHITE TRAFFIC PAINT.THE WORD O SANDBA6 FlLLED WITH 60L65 WSTALLATION IS APPROPRIATE.
<br /> � AND CITY SPEqAL PROVISIONS SECTION SEE STANDARD 12"DIA PVC SLEEVE "SEWER"AND THE DEPTH IN FEET FROM GROUND PVC SEWER MAIN MINiMUM DRY MIX CONCREfE
<br /> � BUILDING 7-iS FOR DETAILS AND REQUIREMENTS ON DRAWING 602 TYP.TYPE i&2 SEE 5?ANDARD SURFACE TO SEWER STUB PIPE INVERT SHALL BE (SEE CONNECTION � 12"X 12"CIP CONCRETE BLOCK.CONCRETE SHALI BE
<br /> a LATERALS. . DRAWING 602 PAINTED ON THE MARKER WITH 3"HIGH BLACK NOTES 2&3) COMMERCIAL CONCRETE MIX AS CALLED OUT IN (OR CONCRETE BLOCK,SAME AS 5. CONNECTIONS TO EXISTING HDPE SEWER
<br /> TYPE"A") MAINS SHALL BE MADE PER STANDARD
<br /> � SEAI ANNULAR SPACE PAIN7ED LETTERS. WSDOT STD SPECS OR SANDBAG FILLED WITH 60LBS DRAWING 612 OR SIDE-WALL FUSION.
<br /> 0 2. ALL CLEAN OUTS ON PRIVATE PROPERTY WITH fIBER JOINT MIN Of DRYMIX CONCRETE.
<br /> r' ARE TO BE ADIUSTED TO GRADE IF IN PAVED �PE 1 PACKING OR URETHANE nPE 2 5. CAST IRON BOLTED RING AND COVER SHALL BE
<br /> AREAS PER STANDARD DRAWING 604. PAVED AREAS FOAM TYP.TYPE 1&2 UNPAVED AREAS EASTIORDAN IRON WORKS N0.3660CPT OR TYPE��A�� TYPE��C��
<br /> EQUAL.
<br /> a. ae,arvoursaReroeecoNsrRucreo PERMANENTINSTAILATIONS
<br /> WITH WYES OR SANITARY"T"5(SWEEPS). � 6. RING AND COVER INSTALIATION IS SHOWN FOR I I
<br /> TYPICAL �NSTALL STRAIGHT"T"5 ARE NOT PERMITTE0. Q�STUB MARKER(NOTE 4) PAVED AND UNPAVED AREAS,FIEID CONDITIONS
<br /> CLEAN OUT WILL DICTATE WHICH iNSTALLATION 6
<br /> AT BLDG. APPROPRIATE.
<br /> ALTERNATES CONNEC'f10N 4. ALLOWABLE GRADES ARE 2%(1/4"/Ff) S SS BOLTS SEE SHEET 604 R SEE SHEET 604 R
<br /> M IN IMUM TO 100%(FT/Fi)MAXI MUM. E�� 12 7/8"MIN I
<br /> w. � 7. R1N6 ANO COVER WITH CONCRETE COLLAR MAY BE I
<br /> 4 PLACED AT GROUND SURFACE IN UNPAVED AREAS I
<br /> E' -f GRADE ELEVATION GRADE ELEVATION
<br /> 5. SEWER MUST BE STRAIGHT BETWEEN p � ❑ - _-
<br /> ANGIE POINTS,CHANGES IN UNE OR �❑ ❑ � � vl IF DESIRED.
<br /> � ��9L1� �7C�� '�YVY� � ❑ ❑ `;1 _�
<br /> 3 GRADE SHALL BE MADE WITH APPROVED xl � ❑ � , 101/2" Z Z SHALLOW SIDE SEWER
<br /> � F f f T W G S. �� � ❑ � MW o WSTALLCAP g � EXISTINGSIDESEWER
<br /> PROPERTY NOT PLUG
<br /> � UNE 6. NORMAILY ONLY ONE(1)CONNECTION T0 �
<br /> THE SEWER MAIN PER BLDG.IS ALLOWED. I 18"MIN � n 6^SDR�R A3WWA � 4"OR 6"
<br /> � U TWO(2)DIFFERENT LAYOUTS ARE SHOWN 6"GASKETED CAP 1p' 3 C900
<br /> FOR ILLUSTRATIVE PURPOSES ONLY! = APPROVED APPROVED COUPUNG
<br /> • COUPLING
<br /> = 1 SEWER MAIN - (N�4) P�N SE�ION � EXISTING .--"+ 6"x6"OR 6"X4"SAN
<br /> d o PVC SEWER MAIN SIDE SEWER �/� TEE/WYE
<br /> 5' I �� o �SEECONNECTION 35"MW
<br /> g 12 CAST IRON BOLTED RING AND COVER o NOTES2&3) 2%MIN.SLOPE 4 5�M A X FUTUREDEEPER
<br /> � (SEE NOTE 5) 6"PVC ASTM D3034,SDR35 O ` SIDE SEWER
<br /> = CITY OF EVERETT SEES� � CITY OF EVERETT o 45•M� ORAWWAC900 CITY OF EVERETT
<br /> �i SANDBA6 FILLED WiTH 60LBS MINIMUM
<br /> �,�'� `�PUBLIC WORKS DEPARTMENT De7ait6o2 �rr PUBLIC WORKS DEPARTMENT � O ' DRYMIXCONCRETE , „ PUBLIC WORKS DEPARTMENT
<br /> �< T Y P E 3 '" (O R C O N C R E T E B L O C K,S A M E A S T Y P E A j ,
<br /> �,,.... K,a.�... �.,..� .�m.�.� �.....,.. '"
<br /> o m � � � . . � � arnasass oeviovowr PPULWIWEtM �"'""wns . � _ � � � . . araxsass DAVIDVOIGT veuixnurtoe es�+ ,n���� . . � . $AN�BAG FILLED WITH 60LB5 MINIMUM � 12/30/2016 �
<br /> 12/30/2016 UNPAVED AREA `�� �� �� 03/30/2017 0 �0.YAN s oa��a� PPULWRNEIM °""^Ra ,
<br /> >� '�` ~�°°�°°~~~� SEWER CLEAN-OUT `^ �� �� DRYMIXCONCRETE �� �� TYPICAL SIDE SEWER �^���-
<br /> W� TEMPORARY INSTALLATION FOR NEW DEVELOPMENT s TYPE B TYPE D � 602
<br /> Egk TYPICAL SIDE SEWER LAYOUTS (p� � TVPE�,z,3&i2"CAST IRON 604 �� (OR CONCRETE BLOCK,SAME ASTYPE^A^� CONNECTIONS
<br /> ��> RING&COVER ��
<br /> � TYPEA,B,C,&D
<br /> l TYPICAL SIDE SEW�'R LAYOUTS 2 S�'WER CLEAN-DUT TYPE'1,2,3& IZ"CAST IRONRING& COV�'R 3 7YPICAL SIDE S�'WER CONNECTIDNS
<br /> WZ N.T.5. (CITY OF EVERETT STU. 601) WZ N.T.S. {CITY OF EVERETT STD. 604) WZ N.T.S. CITY OF EYERETT STD. 602)
<br /> SEWER MA1N SYSTEM CONSTR UCTIONPLAN NOTES: SEWER MAIN SYSTEM GENRAL NOTES: .
<br /> NOTES THE INSTALLATION OF ALL EXTENSIONS TO THE SANITARY SEWER SYSTEM SHALL BE DONE CONSTRUCTION OF ALL SANITARY SEWER MAINS, SIDE
<br /> NOTES Firvn�ioirnnnusr PER PLANS WHICH HAVE BEEN APPROVED 8Y THE CITY ENGINEER. SEWERS (LATERALS) -WHETHER SIDE SEWERS ARE BY 6RAV(IY, BY FORCE
<br /> 1. W=MAXIMUM WIDTH Of TRENCH.FOR PIPES 15" BE SAWCUT
<br /> 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE MAIN, OR PRESSURE SEWER -AND RELATED FACILITlES, INCLUDING BUT
<br /> �R LESS IN DIA W=40".FOR PIPE518"OR GREATER BACKfILIED AND PATCHED WRH TEMPORARY
<br /> EXISTING ASPHALT ASPHALT AT THE END OF EACH WORK DAY,UNLESS SAN/TARY SEWER PLANS ARE TO BE SEPARATE FROM OTHER URLITY PlANS, BUT ALL NOT UMITED TO SEWER L►F7 STATIONS, TELEMETRY FACILITIES AND
<br /> W=1.5 X I.D.+18".PIPE MUST BE CENTERED IN ASPHALT CONCRETE(2~nnirv) APPURTENANCES WILL BE UNDER THE SUPERVISlON OF THE C1TY AND
<br /> TRENCH. CONCRETE TO MATCH EXISTING THICKNE55 PERMISSION IS GRANTED TO DO OTHERWISE BYTHE OTHER UTILITIES ARE TO BE SHOWN, W1TH SAMITARY SEWER PORTIONS HIGHLtGHTED.
<br /> ex�sTiN�cEnnErvT an E"�i"EER. SHALL BE IN COMPUANCE WCM ALL ORDINANCES AND GURREM
<br /> 2. ALTERNATE SLOPING TRENCH WALLTO MEET CONCRETE 2. ALITEMPORARY PATCHES ON TRENCHES SHALL BE UNLESS APPROVED OTI'IERWISE, PLANS SHOULD BE PREPARED ON ?Z INCH BY .34 INCH STANDARDS OF THE CITY OF EVERETT, WASHINGTON STATE DEPARTMENT
<br /> EXISTING 7 6 8 9 10 O.S.H.A.REQU�REMENTS(NO SLOPES STEEPER THAN � 6"MIN ' 'a�.• . SAWCUT OR LJNE DRlll UNDERLYING CONCRETE PERMANENTLY PATCNED W�THIN 2 WEEKS OF
<br /> PAVEMENT 1:1 IXCEPT FOR ROCK). • i COMPLETION OF WORK WITHIN ROADWAY AREA. P�N�PROFILE TYPE SHEETS AND SHALL SHOW BOTH PLAN AND PROALE VIEWS. OTHER OF ECOtOGY CRITERIA FOR SEWAGE WORKS DES/GN (ORANGE BOOK), OR
<br /> 6w s��nniN cennern coNCR�E ro UTILITIES ARE TO BE SHOWN IN PROFlLE' VlEW AND IN PLAN VIEIN. THE UNIFlED PLUMBING CODE AS APPLICABLE.
<br /> 18"MIN 3. SUITABLE NATIVE MATERIAL OR IMPORTED GRAVEL MATCH EXISfING THICKNESS 3. CEMENT CONCREfE fOR PATCHING SHALL BE
<br /> � � soRRow as oiREcreo.coMPacrro 90% 6��MW CRUSHED SURFACING TOP COURSE coMnneRaa�Mix ns cauEo our iN wsooT THE MINIMUM ALLOWABLE SCALE SNALL BE t lNCH = 40 FEET,• ON SMALL PROJECTS, !T SEWER MAIN IXTENS/ONS W/LL BE REQUIRED WHEN THE PROPERTY DOES
<br /> nn�vnnnuM�eNsiTr. srANonRo sPeciFicanoNs. NOT FRONT ON A SEWER MA�N OR WHEN THE EXISTING SEWER MA/N IS
<br /> sEe sralloaao�ru�wiN�eia SNALL BE IXPECTED THAT THE SCALE WILL BE ENLARGED TO ADEQUATELY UTILIZE THE
<br /> - -"7 -- 4. FOUNDATION GRAVEL IF REQUIRED BY THE FULL PLAN SHEET. NOT ADEQUATE FOR THE INCREASED USE PROPOSED. THE M/NfMUM
<br /> i-
<br /> � � � ! i � �-_ � I , ( j j `r: I s' - � � ' I- ENGINEER TO REPLACE UNSUITABLE MATERIAL. EXTENS/ON SHALL BE TO A POINT AT LEAST 5 FEET INSIDE THE
<br /> �� - � ,_ -�j -,�' � �; i i_ � -' SHALLBEFOUNDATIONMATERIALCLASSA,aoRas EXISTINGASPHALTCONCRETEOVERCEMENTCONCRETE PROLONGATION OF THE PROPERTY LlNE.
<br /> � � � - arrRoveo ev rHe eNciNEER. PROVIDE NOTES ON PLANS THAT REFER TO SPECIFlC C11Y STANDARDS FOR SUCH THINGS
<br /> �,- I I I � i� i AS MANHOLES, DROP CONNECTIONS, SIDE SEWERS, ETC. EACH SIDE SEWER SHALL SERVE ONL.Y ONE BUILDING AND ONE PARCEL
<br /> � ' I I ;_ � i �_ � s. FOR ao�moNA�connvArnoN wFonMariory see (ONE CONNECTION FROM LOT TO MAIN) PER SECTION 6-8.3 AND EMC � �
<br /> ' I � '- � STANDARD DWG 615.
<br /> � _i I 1-_ '-: i 1 PLANS SHALL SHOW lNVERT ELEVATIONS OF TNE MAtN AT TNE OUTLE(AND ALL INLETS 14.08.170.
<br /> FINAL JOIIJT MUST
<br /> I i� 6. iFniReereoavn�eeN�iNEeRn-iEroPn+aeeTo sEsnwcuT OF EACH MANHOLE, SLOPE OF THE MAIN AND SURFACE ELEYATIDNS OF THE MANHOLE
<br /> 1 �._ 2 Five FEer oF sacKFi��sHau sE innPORTE��ruve� LID. 1N THE PROFILE VIEN; THE FINISH GROUND ELEUATIDN OVER THE PIPE SHALL BE A/1 NEW SEWER CONNECTIONS SHALL COMPLY W1TH BACKWATER �ALVE
<br /> t- � ASPHAIT CONCRETE(3"MIN)
<br /> BORROW OR SUITABLE NATIVE MATERIAL
<br /> 2 1 f i '- COMPAcrED TO 95%MAXIMUM DENSIrr. EXISTING ASPHALT REPiaCEMErvr PATcri TO BE SHOWN AS WELL AS CROSSINGS OF OTHER EXIST/NG OR PROPOSED UTIUTIES. STATIONING REQUIREMENTS IN EMC 14.OH.18O B.1.
<br /> i , _ coNCRere r�TMicKeR rriaN PR�nous�r exisre� OF SIDE SEWERS FROM THE DOWNHILL MANHOLE IS REQUIRED.
<br /> i-1 �. see aTv oF EveRerr sr,alloaRo owe aze Foe �� - AL.t. PIPE INSTA�LED SHALL BE S7RUCTURALLY SOUND FOR THE DESIGN
<br /> i i _ ravennerrr rnTCH oerAi�s. IN ALL CASES WNERE A NEW SEWER UNE 1S TO BE LOCATED IN AN EASEMENT, THE DEPTN.
<br /> I ! EASEMENT IS TO BE SHOWN WITH MEASUREMElJr INFORMATION TO ACCURATELY FlELD
<br /> :_: 8. VERTICALTRENCH WALLS WITH SHORtNG TO 6"M�N 6"MIN CRUSHED SURFAQNG
<br /> ��i ; coNFORnn-ro os.H:n.REeutanoNs. ror couRse SURVEY AND STAKE LOCATION PR/OR TO CONSTRUCT/NG THE PIPE LiNE. REQUIREMENTS FOR NEW PROPOSED UFT (PUMP) STATIONS TO BE
<br /> DEDICATED TO THE C(lY ARE PROVtDED !N SECTION 6-5.1 AND PER THE
<br /> g ' 9. SUBGRADE OR GROUND SURFACE IN NON-PAVED SEE SfANDARD DRAWING 614 UPON COMPLETION OF CONSTRUCTION, THE ORIGINAL OF THE PLAN SHALL BE AS-BUlLT C11Y'S CURRENT LIfT STATIDN STANDARDS AS ESTABUSHED BY THE CITY'S
<br /> AR�s' BY THE DEVELOPER AND CERTlFlED AS AS-BUILT BY HIM AND TURNED INTO THE PUBUC MAINTENANCE DMS/ON/SEWER UT/UT1: LIF( STATIONS ARE DERNED AS
<br /> io. ExcavArEo Nanve nna�Rin�oR srocKPi�e� WORKS DEPARTMENT WITH PROPERLY EXECUTED fASEMENT DEEDS AS APPUCABLE FOR SEWAGE PUMPING SYSTEMS THAT SERVE MULTIPLE RESIDEIJTIAL LOTS OR
<br /> � sacKFai nnaTER�a�. EXISTING ASPHALT CONCRETE OVER PREPARED GRADE THE PROJECT. A NON-RESIDENTIAt DEVELOPMENT GENERATING SIGNIFlCANT SEWAGE
<br /> 3
<br /> „ 11. FORALITRENCHiNGTRANSVERSETOTHEROADWAY o VOLUME LIfT STATIONS MUST BE DEMONSTRATED TO BE NEEDED, COST
<br /> o w� sacKFi��naovE rHE aivE zoNE sHau sE EFFECTIVE FOR THE CITY TO OWN AND MAINTAIN BASED ON SEWER R,4TES
<br /> CONTROLLED DENSITY FILL SEE SECTION 3-9.6& � SEWER MAIN SYSTEM REQUIRED NOTES: AND LIFECYCLE OdcM COSTS, MEET THE MAINTENANCE DIVISION
<br /> �" o o � FiNnuoirvr nnusr STANDARDS, AND BE PERMITTED AND APPROVED SOLELY AT TFIE lNTEREST
<br /> ^�� 3-20.1 OF THESE STANDARDS. �
<br /> ,' �w 3 BE SAWCUT CEMENT CONCRETE(8"MIN)
<br /> � ' �� 12. FOR U1ILITY CUTS SUCH AS GAS,TELEPHONE, € ExisriN�cEnnErvT RePu�ceMeNr ParcH ro ee THE FOLLOWING STANDARD NOTES ARE REQUIRED ON ALL SANITARY SEWER PLANS: OF THE DEPARTMENT. GRINDER PUMP INSTALIATION FOR INDMDUAL
<br /> i - POWER,AND CABLE N LON6ITUDINALTO THE � CONCRETE 1"rHicKeR rHaN PR�nous�v exisreo PARCELS MAY BE ALLOWED UNDER SEPAR,4TE REVIEW PER SEC710N 6-5.2
<br /> e -- ROADWAY,BACKFILL SHALL BE CONTROLLED o PAVEMENT
<br /> � - � � oeNsm Fi��sEE sernoN s-9s oF THESE � A. ALL WORK AND MATERIALS SHALL CONFORM TD THE CI7Y OF EVERETT STANDARDS
<br /> o ��; sTANoaRos. o F� ��� _ ... .._ AND W PWA STANDAR ECIFICATIONS ALL REQUESTS FOR INSPECTIONS AND FOR WITNESS/NG ACCEPTANCE
<br /> SDOT/A D SP . TESTS SHALL BE SCHEDULED WfIN THE PUBLIC WORKS INSPECTOR AT
<br /> � _ ,_ ' : ; �.., . .� �:..., �.�,
<br /> W �-j � � � B. NO PART OF THE SANITARY SEWER SYSTEM SHA�L BE COVERED, CONCEALED OR LEAST 24 HOURS IN ADl/ANCE. FAfLURE TO GNE ADEQUATE ADI/ANCE
<br /> _ = CITY OF EVERETT � 6�M�N s^MINCRUSHEDSURFACING ��CITY OF EVERETT PUT INTO USE UM7L !T HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CI1Y NOTICE MAY RESULT IN DELAYS TO THE CONTRACTOR FOR REQUIRED
<br /> � �� ,���-� ' q �PUBLIC WORKS DEPARTMENT � TOP COURSE � PUBLIC WORKS DEPARTMENT INSPECTOR. INSPECTIONS.
<br /> � - W(SEE NOTEl) o� SEE STANDARD DRAWING 614 ""avnxs�cs romri000 vauiwiweu.� °"wae
<br /> W� �`p:�„� �,�;,�� �PAIILWRHEIM ��'�� 06/23/2017 ag �nE oa/zs/zov C. APPROXIMATE LOCAl10NS OF EX/STING U7ILITIES HAVE BEEN OBTAINED FROM
<br /> `'" EXISTING CEMENT CONCRETE OVER PREPARED GRADE PAVEMENT PATCHING DETAILS AVAICABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL
<br /> s� TYPICALTRENCH SECTION 614 Es� 326 BE RESPONSIBLE FOR VERIFfCAT10N OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> =g� ADD1110NAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTIL111ES ARISE
<br /> DUR/NG CONSTRUCTION, THE CONTRACTOR SHA11 NOTIFY THE PUBLIC WORKS
<br /> INSPECTOR AND AN1' CNANGES REQUfRED SHALL BE APPROVED BY THE CIT?' .
<br /> 4 TYPICALTRE'NCHSECTIDN S AVEMENTPATCHINGDETAILS EN6/NEER PRIOR TO COMMENCEMENT OF REIAIFD CONSTRUCTION ON THE PROJECT. '
<br /> w2 N.T.S. (ClTY OF tl/ERE1T S7D. 614) W N.T.S. (CITY OF EVERETT STD. 326) D. ALL SEWER MA/N EXTENSIONS WlTHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS
<br /> MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STAR71N6
<br /> CONSTRUCTION.
<br /> NOTE:
<br /> THE CURRENT DES16N AND CONSTRUCTION STANDARDS AND SPECIFlCA110NS ARE
<br /> A�A/LABLE ONLINE AT HTiPS://EVERETTWA.GOV/1531/DES/GN-CONSTRUCiION-STANDARDS ',�� _�. .rt
<br /> -�>,;;�.,
<br /> � � . � � . . . � . . . -.. ' ,, ..> ,,f ....:-� ':.� GG�� .
<br /> � . . . � . . � '��'i�■i� �■'Gtl6,YV9������ ���
<br /> P.O. BOX - 147$
<br /> EVERETT, WA 98206
<br /> 0 (425) 303-9363 (425) 303-9362 FAX
<br /> � . INFO@INSIGHTENGINEERING.NET
<br /> �
<br /> SITE ADDRESS: 6�0 54TH STREET SW
<br /> . �
<br /> ..:, .,�� '�-`
<br /> �� . � � � � � EVERETT, WA � �
<br /> Know what�s below. TAX ACCOUNT N0.S: 00436800003800, 00436800003900
<br /> C11I before you dig. REV. N0. DESCR/PTION lNITIALS DATE 28040100101400
<br /> UTILITYCONFLICTNOTE.• . �
<br /> CAIITION.• �,�F R s�
<br /> THE CONTRACTOR SHALL 8E RESPONSIBLE FOR VERIFYING THE LOCATION,
<br /> D/MENSION, AND DEPTH OF ALL IXISTING U1IUTIES WHEfHER SHOWN ON TFiESE ti �, �f,,�,q,� NW 1/4,SEC. I, T.28 N.,R.4 E., W.M.
<br /> PIANS OR NOT, BY POTHOUNG TFIE (ITILITIES AND SURVEYING THE HORIZONTAL S`F111 ST SW
<br /> AND VERTICAL tOCATION PRfUR TO CONSTRUCTION. THIS AND THEN SHALL ' ��� � cz�
<br /> INCLUDE CALL/NG UT1LlTY LOCATE � 1-800-424-5555 POTHOLING ALL OF THE
<br /> EXISTING tJTILITIES AT LOCATIONS OF NEW UTIUTY CROSSINGS TO PHYS/CALLY �o , � .� DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
<br /> VERIFY WHEfHER OR NOT CONFl.ICTS EXIST. LOCATlONS OF SAID UTILlTIES AS �o'j' � 36499 t�,
<br /> 1 S T g'Gti 180915-FlNALDWG JRC 11-19-2019 1"=50' I8-0915
<br /> SHOWN ON THESE PLANS ARE BASED UPON TNE UNVERIFIED PUBLIC
<br /> INFORMATION AND ARE SUBJECT TO t/ARIATfON. IF CONFLICTS SNOULD OCCUR, SSIONAL ti� SHEET
<br /> THE CONTRACTOR SHALL CONSULT WITH INSI6HT ENGINEER/N6 COMPANY TO AS-BIIILT
<br /> RESOLVE ALL PROBlEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SEWER EXTENTION SSZ
<br /> os->>-202� NOTES AND DETAILS
<br />
|