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<br /> CITY OF EVERETT SEWER NOTES
<br /> N RM TO THE CITY OF EVERETT STANDARDS m i h
<br /> TERIALS SHALL CO FO � �S �
<br /> A. ALL WORK AND MA S O
<br /> AND WSDOT/APWA STANDARD SPECIFICATIONS. NOTES: 3000 psi CLASS C � 2�_ �� NYLOPLAST DRAIN BASIN 1NITH DOME GRATE
<br /> B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR t. PIPE I�ATERIAL PER PLAN. CONCRETE (TYP)
<br /> PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY „ 2. PIPE DIAMETER PER PLAN. � � ��,2) INTE�RATEDDUCTILEIRON
<br /> -�-I r-- �I2 3. ABS TO PVC USE PVC ADAPTOR OR FERNCO W/STAINLESS 1'-0�� Y' GRATE TO MATCH BASIN O.D.
<br /> INSPECTOR.
<br /> LETTERING STEEL CLAI�PS OR APPROVED EQUAL. L
<br /> C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM "$EyyER" FOR 4• PVC TO CAST IRON OR CONCRETE USE FERNCO W/STAINIESS • U
<br /> T ITTI � � ,� �-- 4-3/4" /� I � I � � � �
<br /> AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR DRiLL & AP (SPl NG SANiTARY SEWER STEEL CLA�IPS OR APPROVED EQUAL. �2 rp u � C
<br /> SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE THE $EAM) SET �1ADE CLEANOUTS ONLY �
<br /> TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES BOLT- DOWN WITH 3/8" 10" FIBRE JOINT 1928 43rd Ave E., Ste A
<br /> ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC SS ALLEN- HEAD BOLTS - " PACKING MINIMUMPIPEBURIAL S e a t t I e , W A 9 8 1 1 2
<br /> 9
<br /> WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE 2 PLACES SEWER � � 5�$" DEPTHPERPIPE (5)ADAPTERANGLESVARIABLE ( 2 0 6 ) 4 5 3 - 4 0 5 3
<br /> CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE i ��� 45' 1 8 BEND (3) VARIABLE INVER7HEIGHTS �UFACTURER o°-3so°ACCORDINGTOPLANS s h o e s m i t h c o x . c o m
<br /> PROJECT. � � � � RECOMMENDATION
<br /> AVAILABLE(ACCORDING TO (MIN.MANUPACTURING
<br /> PLANSiTAKE OFF� REQ.SAME AS MIN.SUMP)
<br /> D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS �._..-�- 4„ :
<br /> MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING
<br /> CONSTRUCTION. �
<br /> 1/8" RAISE - 1/2" �, �,.
<br /> WIDE BORDER
<br /> 7-3/ „
<br /> SANITARY SEWER NOTES s-3�4�� (3)VARIABLESUMPDEPTH
<br /> 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST �5„ (4)VARIOUSTYPESOFINLET80UTLETADAPTERS a°MINONB�-2a' ACCORDINGTOPLANS
<br /> AVAILABLE:4"-36"FOR CORRUGATED HDPE 6"MIN ON 30"&36" (6°MIN.ON 8"-24",10"MIN.ON 30"
<br /> CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR (ADSN-12(HANCORDUALWALL,ADSMANCOR ��2"MIN.ON36°
<br /> ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). ('AST IRON RING AND LOCKWG COVER siNc�eww.��,N-12HP,PVCSEWER(EX:SDR35), BASEDONMANUFACTURINGREQ.)
<br /> PROVIDE WATER PVC DWV(EX: SCH 40),PVC C900/C805,
<br /> TIGHT PLUG CORRUGATED 8 RIBBED PVC
<br /> 2. ALL APPROVALS AND PERMITS REQUIRED BY THE AUTHORITY HAVING JURISDICTION -- wnrERri�trr�oiNr THEBACKFILLMAIERIALSHALLBECRUSHEDSTONEOROTHER
<br /> SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. �coRRucareoH�PESHowwr�� �RANULARMATERIALMEETINGTHEREflUIREMENT50FCLAS5i,
<br /> g•.3B• GLASS II,OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
<br /> BEDDING�BACICFILL FOR SURFACE DRAINAGE INLETS SHALL BE
<br /> 3. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE AUTHORITY HAVING PLACEDBCOMPACTEDUNIFORMLYINACCORDANCEWITHASTMD2321.
<br /> JURISDICTION CONSTRUCTION INSPECTOR PRIOR TO THE START OF CONSTRUCTION.
<br /> 4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND SAN ITARY SEWER C LEANOUT
<br /> PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL � NOT TO SCALE
<br /> 1 -8"-3D"DOME GRATES SHALL BE DUCTILE IRON PER ASTM A538
<br /> UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
<br /> LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. cr�n�e�aeaas.
<br /> 2-8"810"DOME GRATES FIT ONTO TNE DRNN BASINS WITH THE USE
<br /> OF A PVC BODY TOP.SEE DRAWING N0.7001-116A45. T�iIS PRINT DISCLOSES SU&IECT MATTER IN WtNCH DRANRI BY EBC MATQiIAi. 3�30 YER�NAAVE
<br /> 5. GRAVITY SEWER MAIN SHALL BE PVC, ASTM D 3034 SDR 35 OR ASTM F 789 WITH 3-DRAINBASINTO@ECUSTOMMrWUFACTUREDACCARDINGTOPUW m�THASPROPRIETAF2YRIGHTS.THERECEIPT euFor�n,GA3Q516
<br /> DETAILS.RISERS ARE NEE�ED FOR BASINS OVER 84"DUE TO SHIPPING �PpSSESSION 0�THIS PRINT DOES NOT CadFER, pp7� 03-25�10 PHN{770)932•2493 s k i I 1 e d n u rs� n g
<br /> JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477 RESTRICTIONS.SEEDRAWINGNdJW1-110-065. 7R�WSFER,ORLICENSETHEUSEOFTHEDESIGNOR x�O aStQ FAX(770)992-2490
<br /> 4•DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALI CONFORM TO ��NICAL INFORMATIOtd SHOWN HEREIN pE�rygED BY NMH PROJECT NOlNAME �'��0�a�$'�
<br /> ASTM D3212 FOR CORRUGATEQ HDPE IADS N-12�HANCOR DUAL WALL), REPRODUCTION OF THIS PRINT ORANY WFORMATbN „� a d d I � I O � S
<br /> 6. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C 478. MANHOLES BIORETENTION BOTTOM 1' MIN. BOTTOM N-12HP,&PVCSEWER(4"-36"�. CONTAINEDHEREIN,ORMANUPACTUREOFRNY DRAINBASINWITHDOMEGRATE
<br /> ELEVATION PER PLAN BEEHIVE GRATE 5-ADAPTERSCANBEMOUNTEDONANYANGLEO�To�sa°.TODETERMINE w►r� os.�z-+e
<br /> E TYPE 1-48�� WATER PROOF MANHOLE OR LARGER UNLESS OTHERWISE MINIMUMpNGLEBETWEENADAPTERSSEEDRAWINGN0.7D01-114012. �T��HEREFROM,FORTHEDISCL0.SURET007HERS QUICKSPECINSTALLATIONDETAIL
<br /> S HALL B CELL W I DTH 6-8"-30"DOME GRATES HAVE NO LQAD RATING. IS FORBIDDEN,EXCEPT BY SPECIFIC WRI7'TEN
<br /> SPECIFIED ON THE PLANS. JOINTS SHALL BE RUBBER GASKETED CONFORMING TO PERMISSIONFROMM(LOPLPST. e�srmataar �� " $� �:'° s"EET ,o�+ owc►+o. �ooa��oasr Rev e
<br /> s�� MIN. FREEBOARD 2235 Lake Heights Drive
<br /> ASTM C 443 AND SHALL BE GROUTED FROM THE INSIDE OF THE MANHOLE. SEE LANDSCAPING PLANS FOR
<br /> DESIGN WATER SURFACE RIM =VARIES 1' MIN. WASHED PLANTINGS 12 I N C H NYLO P LAST D RAI N WIT H D O M E G RATE
<br /> 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE LANDSCAPING RIVER ROCK 3 Eve rett� WA 9 S 2 O�
<br /> GASKETED JOINTS. SIDE SEWER CONNECTIONS SHALL BE MADE BY A WYE BRANCH NOT TO SCALE
<br /> FROM A NEW MAIN.
<br /> 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE 3'�Mqk
<br /> APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. , `
<br /> � �. � � f _.�
<br /> ;� .�,� �. - - - - - - - - - - - - - - - �`�
<br /> �
<br /> 9. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE ' �°;a,; � 3.�/M� `� � �'
<br /> PROJECT ENGINEER AND THE AUTHORITY HAVING JURISDICTION. '�4 '' f �` �'`�`'
<br /> ,_ a;
<br /> KEYMAP
<br /> � z,..`,:- y � .
<br /> 10.ALL LINES SHALL BE CLEANED AND PRESSURE TESTED IN CONFORMANCE WITH
<br /> WSDOT STANDARD SPEGFICATION 7-17.3(2). A VACUUM TEST OF ALL MANHOLES IS Z
<br /> �
<br /> ALSO REQUIRED. -
<br /> NATIVE SOIL � ; <`�� SEE GRADING PLAN FOR GRADES B �� � � � v
<br /> 11.PRIOR TO BACKFILL, ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND •/
<br /> APPROVED BY THE AUTHORITY HAVING JURISDICTION CONSTRUCTION INSPECTOR. �� r' i � j � �p
<br /> {� of the Northwest
<br /> APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY BIORETENTION SOIL MIX ��' � '�'� `� � ` _
<br /> ,�',�' �°`�'�' � cfl
<br /> DEFICIENCIES ANDIOR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND � �`� ``
<br /> INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE 6" SLOTTED UNDERDRAIN
<br /> WITH SLOTS FACING UP N0. DATE REViSION
<br /> AUTHORITY HAVING JURISDICTION FOR THE REQUIRED INSPECTIONS.
<br /> °-�`1
<br /> 12.ALL LINES SHALL BE HIGH VELOCITY CLEANED AND PRESSURE 7ESTED PRIOR TO GRAVEL BACKFILL FOR DRAINS
<br /> CATCH BASIN PER PLAN
<br /> PAVING. HYDRANT FLUSHING OF LINES IS NOT AN ACCEPTABLE CLEANING METHOD. PER WSDOT 9-03.12 (4)
<br /> TESTING OF THE SANITARY SEWER MAIN SHALL INC�UDE TELEVISION INSPECTION OF
<br /> THE MAIN BY THE CONTRACTOR. IMMEDIATELY PRIOR TO TELEVISION INSPECTION,
<br /> ENOUGH WATER SHALL BE RUN DOWN THE LINE SO IT COMES OUT THE LOWER
<br /> MANHOLE. A COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO THE ENGINEER
<br /> ACCEPTANCE OF THE LINE WILL BE MADE AFTER THE TAPE HAS BEEN REVIEWED AND
<br /> APPROVED BY THE ENGINEER. TYPICAL SECTION
<br /> 13.ALL SAFETY STANDARDS AND REQUIREMENTS SHALL BE COMPLIED WITH AS SET NOTES
<br /> FORTH BY OSHA, WISHA AND WASHINGTON STATE DEPARTMENT OF LABOR AND
<br /> 1. CONTRACTOR SHALL EXCAVATE TO SUBGRADE OF BIORETENTION CELL.
<br /> INDUSTRIES.
<br /> 14.THE AUTHORITY HAVING JURISDICTION CONSTRUCTION INSPECTOR SHALL BE 2. SUBGRADE PREPARATION: SCARIFY SUBSOILS IN TWO DIRECTIONS TO A DEPTH OF 6". THE ENTIRE AREA SHOULD
<br /> NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN BE DISTURBED BY SCARIFICATION AND BSM APPLIED TO SCARIFIED SURFACE.
<br /> EXISTING MAIN. THE INSPECTOR SHALL BE PRESENT AT THE TIME OF THE TAP.
<br /> 3. PROVIDE BIORETENTION SOIL MIX (BSM)ACCORDING TO SPECIFICATION. aRo,�cT MnNncER
<br /> LDJ
<br /> 15.ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER
<br /> TAPE INSTALLED 12" TO 18" UNDER THE PROPOSED FINISHED SUBGRADE. THE 4. SEE GRADING PLANS FOR ELEVATION AND DIMENSIONS OF BIORETENTION CELL.
<br /> PROJECT N N
<br /> MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING TJM
<br /> MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN 5. BIORETENTION SOIL MIX (BSM) SHALL NOT BE PLACED UNTIL AFTER SEDIMENT POND USE HAS ENDED. DIVERT
<br /> ADDITION, CURVILINEAR SEWERS SHALL BE INSTALLED WITH 14 GAUGE DIRECT UPSTREAM F�OWS FROM BIORETENTION UNTI� SITE HAS BEEN STABILIZED. PRo�ECT r�nM ME�+eeRs
<br /> BURY, U.S.E. GREEN COATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, RJS
<br /> BROUGHT UP, BARED AND WRAPPED THREE TIMES AROUND THE MANHOLE RING. 6. DO NOT PLACE BSM WHEN SOIL IS SATURATED OR SUBJECT TO WATER WITHIN 24 HRS. COVER ON SITE SOILS TO CHECK
<br /> TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL PREVENT WETTING OR SATURATION. TEST SOIL FERTILITY AND MICRONUTRIENTS AND, IF NECESSARY, AMEND DCN
<br /> BE FURNISHED BY THE CONTRACTOR. MIXTURE TO CREATE OPTIMUM CONDITIONS FOR PLANT ESTABLISHMENT AND EARLY GROWTH AT RATES
<br /> RECOMMENDED BY AN INDEPENDENT LAB SOIL TEST.
<br /> SEAL
<br /> 16.A 3 FOOT SQUARE X 4 INCH THICK CONCRETE PAD SHA�L BE INSTALLED AROUND ALL
<br /> CLEANOUTS THAT ARE NOT IN A PAVEMENT AREA. 7. ABOVE THE MAX. WATER SURFACE A 4" MULCH LAYER SHALL BE INSTALLED. WOOD CHIP MULCH SHALL BE
<br /> COMPOSED OF SHREDDED OR CHIPPED HARDWOOD OR SOFTWOOD, SHALL BE FREE OF SEEDS, SOIL, ROOTS AND
<br /> 17.CONTRACTORS SHALL BE RESPONSIBLE FOR CLEANUP OF ANY DEBRIS IN NEW OR OTHER MATERIAL THAT IS NOT TRUNK OR BRANCH WOOD AND BARK. MULCH SHALL NOT INCLUDE GRASS 4},g1STOp�
<br /> EXISTING MANHOLES AND MAINS ASSOCIATED WITH THE PROJECT AFTER THE NEW CLIPPINGS, MINERAL AGGREGATE OR PURE BARK. �
<br /> ��l�pF WASg f�C��
<br /> LINES ARE CLEANED AS OUTLINED ABOVE.
<br /> � �� . _ �� �
<br /> 18.WATER MAIN AND SEWER MAIN CROSSINGS SHALL MEET DEPARTMENT OF ECOLOGY BI�RETENTION FAC I LITY
<br /> Q � ' z
<br /> REQUIREMENTS FOR HORIZONTAL AND VERTICAL SEPARATION: � NOT TO SCALE .a �" 4
<br /> A. SEWER LINES CROSSING WATER LINES SHALL BE LAID BELOW THE WATER ��.� `��3 S�R�° �w�
<br /> LINES TO PROVIDE A SEPARATION OF AT LEAST 18" BETWEEN THE INVERT OF �ssI�NAL E��l
<br /> AS-BUILT DRAWING NOTE:
<br /> n�tic�u.t duras�st�cr�tt��esoMs
<br /> THE WATER PIPE AND THE CROWN OF THE SEWER PIPE, WHENEVER POSSIBLE.
<br /> nNr�woe ro�aevw.aamucr au
<br /> B. WHEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION AS DESCRIBED, �������
<br /> a��Oa�aucwa��ut�wff asxs
<br /> a0115iqlCA01 PIYI'E ff 11E PflQECf.M6L W1S
<br /> GRAVITY SEWERS PASSING OVER OR UNDER WATER LINES SHALL BE
<br /> NOT 1�lf AS-d�T IFdtl1A101
<br /> 1ESE dtA�IBS wiN 1E N-PIACF�OAK.ND 6 NOT TIiIE
<br /> CONSTRUCTED OF DUCTILE IRON PIPE (AWWA C151 AND C104). FOR ONE
<br /> SEGMENT OF THE MAXIMUM STANDARD LENGTH OF PIPE ( NOT LESS THAN 18' �E������ STORM
<br /> wESE AS-�RT ORA�IDS
<br /> LONG)> SHALL BE USED WITH THE PIPES CENTERED TO MAXIMUM JOINT
<br /> SEPARATION. THE LENGTH OF THE SEWER PIPE SHALL BE CENTERED AT THE D RAI NAG E A
<br /> POINT OF CROSSING SO THAT THE JOINTS WILL BE EQUI-DISTANT AND AS FAR
<br /> AS POSSIBLE FROM THE WATER LINE. THE SEWER PIPE SHALL BE THE LONGEST Civil Engineers t ~f:
<br /> Structurai Engineers U T I L I TY D E TA I L S
<br /> STANDARD LENGTH AVAILABLE FROM THE MANUFACTURER. IF THE WATER LINE
<br /> IS UNDER THE GRAVITY SEWER, PROVIDE A VERTICAL SEPARATION OF AT Landscape Archifects
<br /> Communiry Planners
<br /> LEAST 18" BETWEEN THE INVERT OF THE SEWER AND THE CROWN OF THE
<br /> Natural Resource Ecologists R��� � �, A,�� PRo,�cr No.
<br /> WATER LINE.
<br /> C. WHEN THE WATER LINE PASSES UNDER GRAVITY SEWER, PROVIDE ADEQUATE Land Surveyors
<br /> Neighbors 18.03-01
<br /> STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION
<br /> OF JOINTS AND SETTLING ON AND BREAKiNG OF THE WATER LINES. A
<br /> � � 6/8/2020
<br /> - PROJECT NETWORK PATH
<br /> � T A C O M A • S E A T T L E
<br /> O � SPOKANE • TRI - CITI ES SHEETNUMBER
<br /> �Q Q �j'' 2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br /> �� 253.3832422 TE� 253.383.2572 FAx www.ahbl.com wEa
<br /> ■
<br /> Know what's b@�OW. /"�S-B U I LT PERMIT SET
<br /> CaII before you dig.
<br /> COPYRIGHT O 2018 shoesmith cox architects
<br /> DATE: June 8, 2020 FILENAME: Q:\2018\2180406\10_CIViCAD\2180406-SH-STRM.dwg
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