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CITY OF EVERETT SEWER NOTES
<br /> I LS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS m I h
<br /> W RK AND MATER A � � S �
<br /> A. ALL o 300o PS� c�Ass c . �, NYLOPLAST DRAIN BASIN WITH DOME GRATE S O
<br /> AND WSDOT/APWA STANDARD SPECIFICATIONS. NOTES: � 2 -� •
<br /> B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR 1. PIPE MATERIAL PER PLAN. CONCRETE (TYP)
<br /> PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY 2. PIPE DIAMETER PER PLAN. � �i,2) INTE�RATEDDUCTILEIRON
<br /> �> > �+ � GRATE TO MATCH BASIN O.D.
<br /> INSPECTOR. � �"�' ��2 3. ABS TO PVC USE PVC ADAPTOR OR FERNCO W/STAINLESS 1 -0
<br /> LETTERING STEEL CLAMPS OR APPROVED EQUAL. � '
<br /> C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM "SEWER" FOR 4. PVC TO CAST IRON OR CONCRETE USE FERNCO W/STAINLESS " � , �
<br /> DRILL & TAP SPLITTING � � �-- 4-3/4 r c h i t e c t s Q
<br /> AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR � SANITARY SEWER STEEL CLAMPS OR APPROVED EQUAI. �2"45 �
<br /> SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE THE SEAM) SET MADE CLEANOUT$ 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 - g" PACKING MINIMUM PIPE BURIAL S e a t t I e , W A 9 8 1 1 2
<br /> WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE 2 PLACES SEWER �""` 5�g" � DEPTHPERPIPE (5) ADAPTERANGLESVARIABLE ( 2 0 6 ) 4 5 3 - 4 0 5 3
<br /> CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE ±` ��� 45' (1/8� BEND MANUFACTURER 0°-360°ACCORDINGTOPLANS s h o e s m i t h c o x . c o m
<br /> PRO.JECT. (3) VARIABIEINVERTHEIGHTS REGOMMENDATION
<br /> , ��, �� � AVAILABIE(ACCORDING TO (MIN.MANUFACTURING
<br /> D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS �_/ � PLANS(fAKEOFF) REQ.SAMEASMIN.SUMP)
<br /> MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING - � 4��
<br /> �, -.�� �
<br /> CONSTRUCTION. ���'� �
<br /> 1�8° RAISE - 1�2" �, �„ �, ��� ;'
<br /> WIDE BORDER 7-3� ., ��� �`� _ _ ���� _ �
<br /> SANITARY SEWER NOTES $-3�4�� �� (3} VARIABLESUMPDEPTH
<br /> i (4) VARIOUS TYPES OF INIET&OUTLET ADAPTERS ' 4"MIN ON 8"-2d" � ACCORDING TO PLANS
<br /> 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST 15" nvAi�a,a�E: a°-ss"FORCORRUGATEDHDPE ; � s"MINON30°ass° (s"MIN.ONB°-2a°,�o"MIN.ON30°
<br /> CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR �--- a�z°MIN.ON36^
<br /> j (ADS N-121HANCOR DUAL WALL,ADSiHANCOR
<br /> CAST IRON RING AND LOCKING COVER - � siNc�ewa��>,N-12HP,PVGSEWER(EX:SDR35), BASEDONMANUFACTURINGREQ.)
<br /> ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). PROVIDE WATER PVCDWV(EX: SCM40),PVCC9Q0(C905, '
<br /> �` TIGH T PLUG CORRUGATED&RIBBED PVC I �, i
<br /> 2. ALL APPROVALS AND PERMITS REQUIRED BY THE AUTHORITY HAVING JURISDICTION '`� WATERTIGHTJOINT THEBACKFILLMATERIALSHALIBECRUSHEDSTONEOROTHER
<br /> SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. ' �'� (CORRUGATEDHDPESHOWN) GRANULARMATERIALMEETINGTHEREQUIREMENTSOFCLASSI,
<br /> �------------ --- ---
<br /> 8"-36" � �- CLASS II,OR CLASS iil MATERIAL AS DEFINED IN ASTM D2321.
<br /> BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE `
<br /> 3. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE AUTHORITY HAVING
<br /> PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH A T
<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 LE/-�NOUT
<br /> PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL � NOT TO SCALE
<br /> t -8°-30'DOME GRATES SHAIL BE DUCTILE IRON PER ASTM A536
<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. cwaoe�o-so-as.
<br /> 2-8"81Q"DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE
<br /> OP A PVC BOOY TOP. SEE DRAWING N0.70Q1-110-045. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY E8C MATERIAL 3130 VERONA AVE
<br /> 5. GRAVITY SEWER MAIN SHALL BE PVC, ASTM D 3034 SDR 35 OR ASTM F 789 WITH 3-DRAtN6ASiNTOBECUSTOMMANUFACTUREDACCORDINGTOPLAN BUFORD,GA30518
<br /> DETAILS RISERS ARE NEEDED FOR BASINS OVER 84"DUE TO SHIPPING NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT s k i 1 I e d n u rs� n g
<br /> JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477 RESTRICTIONS.SEEDRAWINGN0.7001-110-065. ORPOSSESSIONOFTHISPRINTDOESNOTCONFER, DATE 03-2510 r { PHN(7�0)932•2443
<br /> 4-DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TRANSFER,OR LICENSE THE USE OF THE DESI�N OR Ny�O I<.lS l FAX(770)932-2480
<br /> ASTM D3212 FOR CORRUGATED HDPE(ADS N-12MANCOR DUAL WALI), TECHNICAL INFORMATIpN SHOWN HEREIN REVISED BY NMH PROJEC7 NO.INAME www.nyloplast�us.com a d d I � I O ■ ■ S
<br /> BIORETENTION BOTTOM N•12HP,&PVCSEWER(4'-36°). REPRODUCTIONOFTHISPRINTORANYINFORMATION TITLE
<br /> �� M I N. BOTTO M 5-ADAPTERS CAN BE MOUNTED ON ANY AN�LE 0°TO 360°.TO DETERMINE CONTAINED HEREIN,OR MANUFACTURE OF ANY DATE 0&12-78 DRAIN BASIN WRH DOME GRATE
<br /> 6. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C 478. MANHOLES ELEVATION PER P�AN BEEHIVE GRATE MINIMUMANGLEBETWEENADAPTERSSEEDRAW�NGN0.7001-110-012. ARTICLEHEREFROM,FORTHEDISCLOSURETOOTNERS QUICKSPECINSTAlLAT10NDETAII
<br /> SHALL BE TYPE 1-48"WATER PROOF MANHOLE OR LARGER UNLESS OTHERWISE CELL WIDTH s-a•-�o"OOMEGRATESHAVENOLOADRATING. ISFORBIDDEN,EXCEPTBYSPECIFICWRITTEN y
<br /> SPEGFIED ON THE PLANS. JOINTS SHALL BE RUBBER GASKETED CONFORMING TO PERMISSIONFROMNYLOPLAST. �zoiaNnov�nsT DWGSIZE A SCALE �:ao SNEET ,oF, DWGNO. 7001•110.397 Rev e
<br /> 6" MIN. FREEBOARD SEE LANDSCAPING PLANS FOR 2235 Lake Heights Drive
<br /> ASTM C 443 AND SHALL BE GROUTED FROM THE INSIDE OF THE MANHOLE.
<br /> DESIGNWATERSURFACE RIM =VARIES 1' MIN. WASHED PLANTINGS 12 INCH NYLOPLAST DRAIN WITH DOME GRATE Everett� WA 9�7LO�
<br /> 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE LANDSCAPING RIVER ROCK �
<br /> GASKETED JOINTS. SIDE SEWER CONNECTIONS SHA�L BE MADE BY A WYE BRANCH NOT TO SCALE
<br /> FROM A NEW MAIN.
<br /> �- i �;�;;,
<br /> 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE 3'�M,qk ,
<br /> APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. � � �' �
<br /> �:5 ,� -,�
<br /> ' - - - - - {�`��
<br /> �,y a" - - - - - - - - - - L
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<br /> 9. ANY CHANGES TO THE DESIGN SHAL.L FIRST BE REVIEWED AND APPROVED BY THE �'_� � 3;1 MPX ,�n� ;
<br /> PROJECT ENGINEER AND THE AUTHORITY HAVING JURISDICTION. ��r`�`^� � �� 1
<br /> �,r,-��
<br /> KEYMAP
<br /> 10.ALL LINES SHALL BE CLEANED AND PRESSURE TESTED IN CONFORMANCE WITH
<br /> WSDOT STANDARD SPECIFICATION 7-17.3(2). A VACUUM TEST OF ALL MANHOLES IS Z �
<br /> �
<br /> ALSO REQUIRED. -
<br /> �
<br /> NATIVE SOIL � I � �� a n y
<br /> 11.PRIOR TO BACKFILL, ALL MAINS AND APPURTENANCES SHAL.L BE INSPECTED AND ` � � SEE GRADING PLAN FOR GRADES
<br /> .,, ; ,�
<br /> APPROVED BY THE AUTHORITY HAVING JURISDICTION CONSTRUCTION INSPECTOR. ��'
<br /> APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY BIORETENTION SOIL MIX `'� ' �� ° ' `
<br /> of the Northwest
<br /> DEFICIENCIES AND/OR 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. ooH CRs
<br /> ��.,.-��r
<br /> 1 O1-Z$- RESPONSE#1 _
<br /> 12.ALL LINES SHALL BE HIGH VELOCITY CLEANED AND PRESSURE TESTED PRIOR TO GRAVEL BACKFILL FOR DRAINS
<br /> NIN METHOD. CATCH BASIN PER PLAN Y -Cirr oF EVERErr -
<br /> PAVING. HYDRANT FLUSHING OF LINES IS NOT AN ACCEPTABLE CLEA G PER WSDOT 9 03.12 (4) 3 03.29-2019 RESPONSE#1 (BLDG)
<br /> TESTING OF THE SANITARY SEWER MAIN SHALL INCLUDE TEI.EVISION INSPECTION OF
<br /> THE MAIN BY THE CONTRACTOR. IMMEDIATELY PRIOR TO TELEVISION INSPECTION, C�n F •
<br /> 4 04.29-2019 RESPONSE#1 (PW)
<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 C�n oF EVE
<br /> 5 ___05.31-201_ 9_ RESPONSE#2�Pw>
<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. PRo�Ecr n�nNncER
<br /> LDJ
<br /> 15.ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER ---- --- --
<br /> TAPE INSTALLED 12"TO 18" UNDER THE PROPOSED FfNISHED SUBGRADE. THE 4. SEE GRADING PLANS FOR ELEVATION AND DIMENSIONS OF BIORETENTION CELL.
<br /> PROJECT EN IN
<br /> MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING T�M ___
<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 FLOWS FROM BIORETENTION UNTIL SITE HAS BEEN STABILIZED. PRo�Ecr�nM �EMeERs -- - - -
<br /> RJS
<br /> BURY, U.S.E. GREEN COATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE,
<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 SHALL 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 gISTOp�
<br /> EXISTING MANHOLES AND MAINS ASSOCIATED WITH THE PROJECT AFTER THE NEW CLIPPINGS, MINERAL AGGREGATE OR PURE BARK. �
<br /> ���pF WASN�N�,�
<br /> LINES ARE CLEANED AS OUTLINED ABOVE.
<br /> � �� �� �
<br /> BIORETENTION FACILITY � -
<br /> 18.WATER MAIN AND SEWER MAIN CROSSINGS SHALL MEET DEPARTMENT OF ECOLOGY ` o
<br /> REQUIREMENTS FOR HORIZONTAL AND VERTICAL SEPARATION: � NOT TO SCALE �o Q" �
<br /> A. SEWER LINES CROSSING WATER LINES SHALL BE �AID BELOW THE WATER �O� �EG S ��9 ��
<br /> �`r`SIONAL ��l
<br /> LINES TO PROVIDE A SEPARATION OF AT LEAST 18" BETWEEN THE INVERT OF
<br /> THE WATER PIPE AND THE CROWN OF THE SEWER PIPE, WHENEVER POSSIBLE.
<br /> 5/31/2
<br /> B. WHEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION AS DESCRIBED,
<br /> GRAVITY SEWERS PASSING OVER OR UNDER WATER LINES SHALL BE
<br /> CONSTRUCTED OF DUCTILE IRON PIPE (AWWA C151 AND C104). FOR ONE TITLE
<br /> SEGMENT OF THE MAXIMUM STANDARD LENGTH OF PIPE ( NOT LESS THAN 18' __ _ _STORM __
<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 DRAI NAG E AN
<br /> POINT OF CROSSING SO THAT THE JOINTS WILL BE EQUI-DISTANT AND AS FAR Civil Engineers ---- - -- ---- -
<br /> AS POSSIBLE FROM THE WATER LINE. THE SEWER PIPE SHALL BE THE LONGEST UTILITY DETAILS -
<br /> STANDARD LENGTH AVAILABLE FROM THE MANUFACTURER. IF THE WATER LINE Structural Engineers =
<br /> 3�f � :
<br /> Landscape Architects ��
<br /> IS UNDER THE GRAVITY SEWER, PROVIDE A VERTICAL SEPARATION OF AT
<br /> Community Pianners °
<br /> LEAST 18 BETWEEN THE INVERT OF THE SEWER AND THE CROWN OF THE
<br /> Nafural Resource Ecologists
<br /> WATER LINE. �`�' PRo�Ecr No.
<br /> ;, � �
<br /> C. WHEN THE WATER LINE PASSES UNDER GRAVITY SEWER, PROVIDE ADEQUATE Land Surveyors '�' ' "' "` `
<br /> Neighbors 18.�3-�1
<br /> STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION
<br /> DATE ----- -
<br /> OF JOINTS AND SETTLING ON AND BREAKING OF THE WATER LINES.
<br /> � � 12 21 2018 --- __ ___---_- y
<br /> - PROJECT NETWORK PATH
<br /> � T A C O M A • S E A T T L E
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<br /> SPOKANE • TRI - CITI E SHEETNUMBER
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<br /> � EWE� FQR PFF�+ `` � 253.83.242230tL S�53.383.2572 F�vc Twww.hbl.om W8603
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<br /> Know what�s below. N OT FO R CO N STR U CTI O N PERMIT SET
<br /> C1II before you dig.
<br /> COPYRIGHT O 2018 shoesmith cox architects
<br /> DATE: May 30, 2019 FILENAME: Q:\2018\2180406\10_CIV�CAD\2180406-SH-STRM.dwg
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