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<br /> X� � � ° �� =� GENERAL CONSTRUCTION NOTES
<br /> � 6.
<br /> ,�� ' � � � EX PAVEMENT � s �� ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE 2016 STANDARD SPECIFICATIONS
<br /> �'� � � "'-� j , � _ j �s" FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PREPARED BY THE WASHINGTON STATE
<br /> !% � a SCA � - 8 M�N DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION
<br /> � (WSDOT/APWA) TOGETHER WITH THE REQUIREMENTS OF THE SKAGIT COUNTY PLANNING AND
<br /> � ''� � ° � � ' : ; � ' � ,% PUBLIC WORKS DEPARTMENTS, THE CITY OF BURLINGTON SEWER DEPARTMENT, REQUIREMENTS
<br /> � :` / d I � O S lO 2O ` / � '� �! � ' `'� , , OF SKAGIT PUD FOR THE DOMESTIC WATERLINE EXTENSIONS SERVING THIS PROJECT, AND
<br /> • / REQUIREMENTS OF THE APPL�CABLE UTILITY COMPANIES PROVIDING SERVICES TO THIS PROJECT.
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<br /> T� - `""' '�� � '�� ��O � �Ul�K�� 2 j� �. ` , �',/ ANY CONSTRUC�ONS T HE�CONTRACTOR SHAINL CONTACT TIHE ONE ITCALLL�TILITY OCATE T
<br /> � .� �
<br /> � . �. ��
<br /> . . �... :. �
<br /> �. � �� � � SERVICE AT "81 1" A MINIMUM OF TWO WORKWG OAYS PRIOR TO ANY WORK. THE
<br /> I a 4 £� „ , ....:;°�?,.•.- � ��- _: - • -- ' , � CONTRACTOR IS ALSO RESPONSIBLE FOR REfAINING A PRIVATE UTILITY LOCATE SERVICE TO
<br /> 2
<br /> �:.
<br /> " Q •' ��'� IDENTIFY ANY EXISTING UTILITIES BEYOND THE LIMITS OF THE PUBLIC RiGHTS-OF-WAY.
<br /> , � � I ' , I `-- I , �.,� ., 6 DAMAGES TO THE EXISTING UTILITIES RESULTING FROM THIS CONSTRUCTION SHALL BE
<br /> ,>.
<br /> a �qj - � '` y�,. / ,' REPAIRED BY THE CONTRACTOR OR THE UTILIIY COMPANY, AS REQUIRED, AT THE
<br /> CONTRACTOR'S EXPENSE. AT ALL CROSSING'S OF NEW UTILITIES WITH EXISTING UTILITIES THE
<br /> � a C� $ ,��" EXISTING UTILITY SHALL BE HORIZONATALLY AND VERTICALLY ASBUILT PRIOR TO COMMENCING
<br /> I � w ... � '�.` CONSTRCTION IN THAT AREA AND THE ENGINEER SHALL BE NOTIFIED OF POTENTIAL
<br /> d � ,,,� CONFLICTS.
<br /> 3 � / ' , 'i
<br /> �� I �� /'� ;'f TRAFFIC LANES MUST BE MAINTAINED ON ALL ADJACENT ROADWAYS. NO FULL-WIDTH ROAD
<br /> : . ;
<br /> ��� �1 O S ��CKE'R
<br /> ' � ��` � ' CLOSURES WILL BE ALLOWED. TO ACCOMMODATE UTILITY INSTALLATIONS WITHIN THE RIGHT OF
<br /> � ;• PIPE ZONE SEE WAY, PARTIAL ROAD CLOSURES WILL BE ALLOWED ONLY IF APPROVED BY THE SKAGIT COUNTY
<br /> I � - � ' ' sT� owG s�� P L W RKS AND BO C OF RLIN T N ND SK T C TY FIR D TMENT
<br /> a I � � a .% % UB IC 0 TH THE ITY BU G 0 A AGI OUN E EPAR S.
<br /> � ; a 'fYP1CAL• INSTALL INLET PROTECTION ON ALL CATCH BASINS N � ' ,� WITH EACH PARTIAL CLOSURE, AND DURING ALL CONSTRUCTION ACTIVITIES, THE CONTRACTOR
<br /> - (� : I DOWNSTREAId. OF CONSTRUCTION ACTIVITIES THAT MAY RECEIVE SITE ` BE � , j ,% ,,�/ ,�', SHALL PREPARE AND PROVIDE A TRAFFIC CONTROL PLAN TO THE SKAGIT COUNTY PUBLIC
<br /> ; i SURFACE STORMWA'FER. .SEE CATCH BASIN INSERT DETAIL BELOW ,. -�� ' GE T� N
<br /> I �� I -- G(�Rp` 0 �r = , ` �,' WORKS DEPARTMENT IDENTIFYING FLAGGERS AND TEMPORARY SIGN INSTALLATIONS FOR
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<br /> - - ----�J .,.� " � EX• REMp�E o : ., „. ;% ON-GOING WORK ACTIVITIES. THE REQUIREMENTS OF TRAFFIC CONTROL SHALL BE APPROVED
<br /> v =-� � � - _ � ` � ;- ; '� BY THE SKAGIT COUNTY PUBUC WORKS DEPARTMENT, PERTAINING TO FLAGGERS AND LIGHTS.
<br /> a a Lr••�� EX._ I N 4 ALL TRAFFIC CONTROL PLANS SHALL CONFORM TO THE REQUIREMENTS OF THE SKAGlT COUNTY
<br /> ° a � - S SDCB - - - - - - - _ 3 W SEE NOTE t) , PUBLIC WORKS DEPARTMENT AND THE MOST RECENT VERSION OF THE MANUAL ON UNIFORM
<br /> a o a �X• 1 - - - _ _ a � TRAFFIC CONTROL DEVICES. REGARDLESS OF WHERE THE CONSTRUCTION ACTIVITY IS
<br /> a , SSM�-I-G26 a � I 127 LF 8" SS � OCCURRING FOR THIS PROJECT, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL
<br /> . 8' SS t � �p�01pp M�N �1.d��� � o Q NOTES TRAFFIC CONTROL SIGNS AND FLAGGERS FOR CONSTRUCTION VEHICLES ENTERING AND EXITING
<br /> ° a Q i� !s ` � ; � � �PHILL SOI�TH �, PROPOSED � THIS PROJECT SITE. FLAGGERS MUST BE USED DURING ALL PERIODS OF CONSTRUCTION
<br /> p �... ,<.. �.. ,, ( i a -' �i � SSMH °' WITHIN THE RIGHTS OF WAYS.
<br /> a "°" Q r SS �� � 1. W = MAXIMUM WIDTH OF TRENCH. FOR PIPES 15" 7• SEE CITY OF EVERErf STANDARD DWG 316 FOR
<br /> "'- °t OR LESS IN DIA W=40". FOR PIPES 18" OR PAVEMENT PATCH DETAiIS.
<br /> a a a- " � „ } SS ; EX. '� SS G-42 (PER CITY RECORD�) SS SS �-----, � � �`��"~�,_ a � IN ADDITION TO NOTIFYING SKAGIT COUNTY FOR ANY TEMPORARY OR PARTIAL ROAD CLOSURES,
<br /> a , ° Q ;��� � ,�---�- S� � REATER W=1.5 x I.D. + 18'. PIPE MUST BE
<br /> � 8. VERTlCA� TRENCH WALLS WITH SHORING TO THE CONTRACTOR IS ALSO RESPONSIBLE FOR NOTlFYING ALL ADJOINING RESIDENCES AND
<br /> a £ , I` SS �, CENTERED IN TRENCH.
<br /> a I � � � � CONFORM TO O.S.H.A. REGULATIONS. BUSINESSES WITHIN THE VICINITY OF THIS PROJECT TO WFORM THEM OF CONSTRUCTION
<br /> � ,f"'� 2. ALTERNATE S�OPWG TRENCH WALL TO MEEf ACTIVITIES AND WHEN ACCESS TO THIS AREA MAY BE LIMITED.
<br /> a �" ' 4 � ° � a r�J�t(h�.. ��� �{`' �� � 9. SUSGRA,DE OR GROUND SURFACE IN NON-PAVED
<br /> ' ,a = : O.S.H.A. RE UIREMENTS 0 SLOPES STEEPER THAN AREAS
<br /> Q (N
<br /> � a � Qa SS ' S`' �.J r� (,�- � 1:1 EXCEPT FOR ROCK). '
<br /> � � � � ° � � z 3. SUITABLE NATIVE MATERIAL OR IMPORTED GRAVEL �0. EXCAVATED NATIVE MATERIAL OR STOCKPILED SS TESTING
<br /> _ � _ _ _ - ;_ �O�`� � � BORROW A5 DIRECTED. COMPACT TO 90� MAXIMUM BACKFILL MATERIAL.
<br /> � REN51N. 11. FOR ALL TRENCHING TRANSVERSE 70 THE ALL SIpE SEWERS SHALL BE TESTED AFTER BACKFILL. SIDE SEWERS THAT
<br /> ;-�"�� I y ROADWAY BACKFILL ABOVE THE PIPE ZONE SHALL
<br /> � "„�-� �''�__ - - - - - _ _ � 4. FOUNDATION GRAVEL IF REQUIRED BY THE ENGINEER eE CONTROLLED DEN51TY FILL. SEE SECTION ARE RECONSTRUCTED OR REPAIRED TO A LENGTH OF 10 FEET OR MORE
<br /> ` TO REPLACE UNSUITABLE MATERIAL. SHALL BE
<br /> � �' p : ��'��. �j � a 3-9.6 & 3-20.1 OF THESE STANDARDS. SHALL BE TESTED FOR WATER TIGHTNESS. TESTING OF NEWLY
<br /> � � � 'h-.,, - o FOUNDAT1dN MATERIAL CLASS A, B OR AS
<br /> � /� a � `� ` > APPROVED BY THE ENGINEER. RECONSTRUCTED SECTIONS OF SIDE SEWERS CONSISTING OF A SINGLE
<br /> _
<br /> N �`�� a 12. FOR UTILITY CUTS SUCN AS GAS, TcLEPHONE,
<br /> ` �] �� c �� � �° POwER, AND CABLE N LONGiTUDINAL TO TNE LENGTH OF PIPE WILL NOT BE REQUIRED. TESTING SHALL BE PERFORMED IN
<br /> � � � 0 5. FOR ADDITIONA� COMPACTION INFORMATION SEE ROADWAY, BACKFILL SHALL BE CONTROLLED THE PRESENCE OF THE ENGINEER IN ACCORDANCE WITH SECTION 7-17.3 4
<br /> l�.i \ � STANDARD DWG 615. DENSITY FILL. SEE SECTION 3-8.5 OF THESE � �
<br /> '��-� a � z � � �� °• Q STANDARDS OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
<br /> ,,,, , - ; � Y 6. IF DIRECTED BY THE ENGINEER THE TOP THREE TO CONSTRUCTION. A COPY OF THIS TESTING PROCEDURE IS AT THE END OF
<br /> ,.:: � ,,
<br /> �.� .� ! ; � �
<br /> �;- I a ;, W - � , ` : Il , � o FIVE FEEI" OF BACKFILL SHALL BE 1MPORTED THIS SECTION.
<br /> �- - a0 � � GRAVEL BQRROW OR SUITABLE NATIVE MATERIAL
<br /> � Q I �i �� al COMPACTEQ TO 95% MAXIMUM DENSITY.
<br /> � � � � �`�_,� � WHEN A NEW SIDE SEWER IS INSTALLED, THE ENTIRE LENGTH OF NEW PIPE
<br /> �._
<br /> , aQ p � W: � �'---,.,,_ �o ,, INSTALLED SHALL BE TESTED. IN CASES WHERE A NEW TAP 15 MADE ON THE
<br /> '. . ;.>
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<br /> ��- - --- � " �..., CITY OF EVERETT �I���201� MAIN, THE FIRST JOINT OF PIPE OFF THE MAIN SHALL BE INSTALLED WITH A
<br /> � ° __-____--...__- - ,
<br /> ` o �/� PUBLIC WORKS TYPICAL TRENCH SECTION Date: TEST TEE, SO THAT AN INFLATABLE RUBBER BALL CAN BE INSERTED FOR
<br /> .. . ; 610
<br /> � ��� � �"y """ � x � �VERETT DERARTMENT SEAUNG OFF THE SIDE SEWER INSTALLATION FOR TESTING. IN CASES WHERE
<br /> ( � �w � � d � �OE �td Dw : THE SIDE SEWER STUB IS EXISTING TO THE PROPERTY LINE, THE TEST BALL
<br /> � MAY BE INSERTED THROUGH THE CLEAN- OUT WYE TO TEST THE NEW
<br /> ' , PORTION OF THE SIDE SEWER INSTALLATION.
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<br /> j ; �i �,,� ALL NEW MAINS WITHIN THE PUBLIC RIGHT-OF-WAY AND THOSE IN
<br /> j j .!_3y '����'°� � EASEMENTS TO BE MAINTAINED BY THE CITY WILL BE SUBJECT TO A VISUAL
<br /> i �� ���Z � � LtL �UC� ��NSPECTION WITH A TV CAMERA UNIT BY THE CITY SEWER DIVISION. ANY
<br /> ,� i �O1V N�'t � �� ����� DEFICIENCIES NOTED BY THE TV CAMERA INSPECTION SHALL BE
<br /> + ' i -�..,D •}�Q,•�(,� �¢�.�q}Z /Yv�.�-+T�E, CORRECTED TO THE SATISFACTION OF THE U1ILITIES DIVISION. THE fNITIAL
<br /> INSPECTION COSTS ARE BORNE BY THE CITY. FOLLOW-UP REINSPECTION
<br /> i I _ _ .- - - - - - - AFTER CORRECTION OF ANY DEFICIENCIES IS BILLED ON A DIRECT COST
<br /> ' _ _ - - BASES.
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<br /> ' --_.._ i INSTALL INLET PROTECTION ON ALL CATCH BASINS DOWNSTREAM OF
<br /> CONSTRUCTION ACTIVITIES THAT MAY RECEIVE SITE SURFACE
<br /> ' ' ��0�� i STORMWATER. �E CATCH BASIN INSERT DETAIL BELOW
<br /> i � iRIM TO WITHIN � __ _ _ _ rRETRIEVAL 51RAP
<br /> ADAPTOR SKIRT - /
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<br /> .N:::_;.-.. ••:�:::•:..
<br /> 110 I I � ��/� 110 3" - 5 " OF GRATE ::�;: - -
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<br /> TOP=111 .2f � � � � �` s _:-��. ___ _ _ _ _
<br /> FILTER FABRIC, -
<br /> �� � CONFORMING TO = ___ __ _ __ ___
<br /> P�/B Wp _
<br /> - = R� WSDOT SETCTION 9-30 -
<br /> .:�::::�-:�-.._.
<br /> IE EX 8 iN N 10 .68 ����
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<br /> T D ° X 4" WOOD POST -- - -" -
<br /> TREA E 2
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<br /> , DEP - - - -
<br /> TME
<br /> A? T 6 SECURED TO
<br /> ABLE -
<br /> - - ' R T L FENCE POST - 10' - - - -
<br /> - 0 S EE
<br /> IE E . 8 OUT W
<br /> 05.67 -
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<br /> � - -
<br /> � -• P05TS . o `s"���;�::�:�:��i;:r:=:��:��;i>'�
<br /> IE NEW 8" IN-S=1 5.77* � .u� Wo , o o/c MAX. - -__ - _ _
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<br /> � RMR IS 12
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<br /> f �1� �RIOR TU STARTiNG �
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<br /> *NEW INLET TO BE i0.10 ABOVE EX OUTLET WEST. CONTRACTOR TO �i+v consrxucrtoN oti niis �
<br /> ; y�� OR T►+I5 = � GEOTEX7ILE FABRIC
<br /> �RO)EL7 IS [OnOi7t NAL PER �
<br /> CONSTRUCTION EiCAIR 5T Cm STANp RDS„�� tn PROPOSED SS
<br /> OVERFLOW BYPASS FOR PEAK
<br /> PERlt1T FOR CONyT N NATIVE SOIL STORM VOLUMES
<br /> I ; CnY n�� ; �� a+w�s � TOP=112.2f EXISTWG
<br /> i , O MATCH FlNISH PHALT GRADE GROUND SmIMENT ACCUMULATION �
<br /> � ' ' I TYPE I-48 W FlAT TOP _
<br /> i � r ' 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADWG
<br /> � d IE NEW 6 SS N-E=�O7.'I� � ACTIVITY, OR UPON PLACEMENT OF A NEW CATGH BASIN.
<br /> ' � ! - � �
<br /> ■� 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES
<br /> j I INSTALL 11 LF 6 SS O SMIN=0.O100 HALF FULL.
<br /> I � ' ' EAST TO 6' & MARKER POST CONSTRUCT 6" X 12" TRENCH `
<br /> � ' I ALONG SITE-SIDE OF FENCE, � IMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE
<br /> � � �• Ita��t MPTI'ING, AND RE-IN5ER11NG IT INTO THE CATCH BASiN.
<br /> i , INSTALL FILTER FABRIC IN ,�� F�� , �
<br /> TRENCH AND ON POSTS, FILL 'Ct) ,�v� �'��;� TCH BASIN INSE
<br /> ---�-- --..._.__...--- - ----- -----. .. _-------------------------...I---------____ _ __.. _-- --__- __.._.. ___- - - ___.. .___....__. _...... _..._�. _._._...- _- -------- ---__...�--�»._------- -- -..__. .. ----------- - � y
<br /> WITH NATIVE SOIL TO HOLD . �'�
<br /> i -__ -- --
<br /> I I DOWN FA C. SILT FENCE ;� �,
<br /> �27 LF 8" SS MUST BE INSPECTED AND C E ����'�
<br /> MAINTAINED AS NECESSARY TO
<br /> � S=0.0100 MIN (1.0096) ' ENSURE NO DIRTY STORM WATER �ggg� ���� art,based
<br /> � UPHILL SOUTH IS ALLOWED TO LEAVE THE SITE �, �n p
<br /> � � has been prePared, Though
<br /> ' $ILT' FENCE DEZ'AII., N�,a. This Record Drawing rovided by others.
<br /> � , � ,� -.� ��p;.,,ps_BU;�t� information p are based on
<br /> -----��:-��- - -_.. - - ---�--- ----__ _ _____ ---_... -- - , .._._ _.------.... ._._._ __._.._.._..-- --- -------------- --__------. __ . _...____._------ - (BM P #C233) �o S o
<br /> _.__------ ----- � resumPt� n h uld
<br /> the as-built�na�ieanf rmaaon,norpW�n ,
<br /> N� SCALE �curac���$ � f
<br /> � iN-N___- I y t the best a rdin he dr �n �S � �
<br /> ; e�ad re s L:{ � �
<br /> j I , _
<br /> �`
<br /> � ENGINEE �` � DA
<br /> 1 �S 1 �S Signe BY ,/j.��7"�-' permit�ns ector
<br /> �� r�
<br /> 0+00 0 + 50 1 + 00 1+50 T� '�
<br /> CITY OF E --"'� DATE
<br /> REV. NO. REVISION DATE BY APPROVED SHEET DESCRIPTION: SCALE: HORZ. 1"=10' SHEET TITLE: DRAWING N0.
<br /> SAN ITARY S EW E R 2°,eSs.°W�
<br /> VERT. ,y-,� RUCKER II
<br /> R u c k e r I I L L C DRAWN BY: H. NELSON
<br /> P.O. BOX 550/403 E MORRIS STREET R E PLAC E M E NT 2108 RUCKER AVE H4USE JOB N0.
<br /> z,o8
<br /> LA CONNER, WA 98257 CHECKED BY: H. NELSON R E D EV E LO P M E�TT
<br /> L� PH: (360) 770-8230 SHEET N0.
<br /> _ P L A N & P R O F I L E oA�: 02.0�.,, , oF 2
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