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� 3s�-s�� 4�-0�� MIN. STANDARD SANITARY SEWER NOTES: GENERAL NOTES: �
<br /> MIN.
<br /> � 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETf 1 . BEFORE COMMENCING CONSTRUCTION OF UTILITY SERVICES, VERIFY
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<br /> � W ITTINGS AS STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. LOCATION OF SERVICES PENETRATING THE BUILDING WALL WITH
<br /> � REQ�D : PLUMBING. IF A CONFLICT EXISTS, NOTIFY THE OWNER IMMEDIATELY.
<br /> Q Q - , „ 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED,
<br /> cn o 4 -0 MIN. C O N C E A L E D O R P U T I N T O U S E U N T I L I T H A S B E E N T E S T E D, I N S P E C T E D, 2. N A T U R A L G A S R O U T I N G I S S C H E M A T I C F O R U T I L I T Y C O O R D I N A T I O N
<br /> � N 6„ ``�. 6» AND APPROVED BY THE CITY INSPECTOR. PURPOSES. COORDINATE WITH PUGET SOUND ENERGY ON GAS SERVICE
<br /> PRIVATE BUILQING
<br /> ROUTING.
<br /> �' � 1 ' - `� 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN 4BTAINED
<br /> , ,y; � - --"- SERVICE PRESSURE FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE 3. RESTRAIN ALL PIPES, JOINTS, AND FITfINGS OF THE WATER SYSTEM.
<br /> A _ A SEWER CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS MEGALUG RESTRAINTS SHALL BE USED AT ALL MECHANICAL AND .
<br /> � � � AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF RESTRAINED JOINTS. o
<br /> o CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE
<br /> -� CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY 4. RESTRAIN ALL PiPES, JOINTS, AND FITfINGS OF THE SANITARY SEWER � -
<br /> �` SURFACE RESTORATION VARIES, CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR FORCE MAIN. �
<br /> 45'x2" BEND BLIND FLANGE SEE PLANS TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. �
<br /> PLAN 2'� PLUG VALVE, FLG. DEZURIK SERIES 100 4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN
<br /> ECCENTRIC PLUG VALVE OR EQUAL.
<br /> „ EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR MATERIAL SPECIFICATIONS (SANITARY SEWER�: N
<br /> 2 CHECK VALVE, FLG. RED VALVE OR EQUAL.
<br /> FINISHED �������%� TO STARTING CONSTRUCT(ON.
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<br /> , GRADE SPRING ASSISTED, GALV. DIAMOND � ``�� TRENCH BACKFILL 1. ACCEPTABLE PIPE MATERIALS (GRAVITY SEWER): �
<br /> PLATE COVER WITH LOCKING LATCH � -PVC PIPE CONFORMING TO ASTM D3034 SDR35. � . .
<br /> � ���� -DUCTILE IRON PIPE CONFORMING TO ANSI A 21.51 OR AWWA �
<br /> •�� ~�.,` . . ,� ��'' STANDARD WATER NOTES: C151 . DUCTfLE IRON PIPE SHALL BE CLASS 52. �
<br /> , PLUG �%� ���� TRACER TAPE -REINFORCED CONCRETE SEWER PIPE CONFORMING TO ASTM C76. � _
<br /> 2 MIN. COVER :� CHECK VALVE i�� 9" PIPE 9" 1. NO CONNECTION TO THE EXISTWG MAINS WILL BE ALLOWED EXCEPT BY 2. ACCEPTABLE PIPE MATERIALS (SEWER FORCE MAIN): N
<br /> �:' VALVE �� TONING WIRE MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE PRiOR TO -HDPE PIPE CONFORMING TO AWWA C906, DR 9. a
<br /> O.D. SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF -PVC PIPE AND FITTINGS CONFORMING TO ASTM D2241, SDR 21 OR
<br /> FLOW ' �
<br /> ��, ;� BEDDING SATISFACTORY BACTERIOLOGICAL TEST RESULTS. AWWA C900, CLASS 150 WITH PUSH ON JOINTS.
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<br /> :', � � �� ��,,� GRAVEL � � :�:�::-_�:�: :. :::: , -DUCTtLE IRON Pf PE (SEE NOTE 1 ABOVE). a m
<br /> 6" MIN ����� ���:�:�_� � 4' :�:..:�. ��i� FOUNDATION 2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WiLL BE MADE BY THE
<br /> ..� �%� ' �� � :�:::� ��i�' AS REQUIRED PUBLIC WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC 3. SEE COE STD DWG N0. 610 AND DETAIL A/C4.1 FOR TYPICAL TRENCH � �
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<br /> "%�ii ao ao 00 �oo� oo �-oo ` o0 00� `oo' oa oo° o ��\i, � � ��� WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS SECTION. � ° .
<br /> . �i�°�'�O ° °°�' °°� °°&' °°� °� °°g° °°� °°�'°� �\\i z � ���� �j��� NOTICE FOR EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL
<br /> ����%�� � o ���/� /`��/`���`�������������� � I.D.+18" MIN. THEREAFfER DETERMINE THE DATE AND TIME AT WHICH THE CONNECTION 4. SEE COE STD DWG N0. 611 FOR PIPE BEDDING IN TRENCHES. " z
<br /> 6"4� HOLE � o I.D.+24" MAX. SHALL BE MADE. _
<br /> SECTION A-A °° 3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT 5. SEE COE STD DWG N0. 615 FOR TYPICAL TRENCH COMPACTION VALUES. ��G C. y�
<br /> _ STANDARDS. 6. SEE COE STD DWG N0. 604 FOR SEWER CLEAN-OUT �°F wAs�j�
<br /> SECTION TYPICAL TRENCH, ��,
<br /> � SANITARY SEWER FORCE MAIN VALVE A PLASTIC SEWER PIPE 4. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR
<br /> TO THE START OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS
<br /> C4.0 C4.1 NOT TO SCALE C4.0 C4.1 NOT TO SCALE CONSTRUCTtON DIVISiON MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR �"t' 39428 w�
<br /> , TO COMMENCEMENT OF CONSTRUCTION. °��s`��cISTE��°���'�'
<br /> SI�NAL E�
<br /> , 05FT WETWELL 5. THE DEVELOPER OF THE DEVELOPER�s au-rHOR�zEo� acEN-r sHa�� NOT��,r MATERIAL SPECIFICATIONS �WATER�: �j�/�
<br /> THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN BE -r-
<br /> BOLT ON INVERT ___'�*** CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 „ g _
<br /> HOUR BASIS. 1. ACCEPTABLE PIPE MATERIALS (MAINS - LARGER THAN 2 PIPE): �
<br /> - DUCTILE IRON PIPE, CEMENT LINED, STANDARD THICKNESS CLASS 52 � �
<br /> � - 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL CONFORMING TO ANSI/AWWA A2.51/C-151. � �
<br /> SEPARATION BETINEEN POTABLE AND NON=POTABLE CONVEYANCE � .o g
<br /> I f o I SYSTEMS. 2. JOINTS AND FITfINGS: � N r?
<br /> RUBBER GASKET PIPE JOINTS SHAL� BE PUSH-ON-JOINT o -�-
<br /> P O W E R & C O N T R O L 7. ALL CITY OF EVEREfT VALVES SHALL BE OPERATED BY PUBLIC WORKS MON OR MECMANICAL JOINT M J.) CONFORMING TO ,; � �
<br /> CABLE OUTLET, �12" � - DISCHARGE� DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL A N S I ) A 2 . 1 - ( � � �
<br /> _ FLANGE, 3 BE ACCESSIBLE AT ALL TIMES. /AWWA 1 1 /C 111. FLANGED JOINTS SHALL CONFORM TO ^ W �
<br /> � PUMP, SUB ERSIBLE 3" ANSI/AWWA A21.15/C-115. THRUST RESTRAINTS ON ALL MECHANICAL .
<br /> SEG.A15.20 �GRUNDFOS AND RESTRAINED JOINTS SHA�L BE MEGA-LUG OR APPROVED EQUAL.
<br /> �� �F �
<br /> 3. BURIED GATE VALVES SHALL BE IRON BODY, BRONZE MOUNTED, ,� -
<br /> RESILIENT SEAL, NON-RISING STEM SUITABLE FOR THE TYPE AND CLASS -
<br /> OF PIPE BEING INSTALLED. OPERATING STEMS SHALL BE EQUIPPED WITH .
<br /> TOP VIEW DETAIL STANDARD 2 INCH OPERATION NUT AND "0" RING STEM SEALS. VALVES
<br /> MUST BE OF THE TYPE TO NAVE TWO "0" RING STEM SEALS IN THE �
<br /> STUFFING BOX TO FACILITATE SEAL REPLACEMENT WITH VALVE �
<br /> ALUMINUM ACCESS UPPER GUIDE BRACKEf DISMANTLING.
<br /> HATCH WITH LOCK
<br /> , AND HANDLE, SAFETY GRATES 1-1/2" GUIDE RAILS, S.S. 4. VALVE BOXES: SEE COE STD DWG N0. 504.
<br /> FLOAT BRACKET S.S. � �
<br /> ACCESSIBLE FROM REINFORCED ALUMINUM 5. SEE COE STD DWG N0. 5026 FOR ACCEPTABLE SERVICE PIPE MATERIALS
<br /> � HATCH OPENING DIAMOND PLATE COVER
<br /> � (2 INCHES OR SMALLER) AND FITTINGS, �
<br /> 3 IYP. -
<br /> ELEV. JQTOP OF WETWELL ELEV. FINISHED GROUN 6. PIPE BEDDING SHALL CONFORM TO EVERETT WASHED COURSE SAND N0.
<br /> c.i 2 AS SHOWN IN SECTION 3-20.3 OF COE DESIGN AND CONSTRUCTION
<br /> � `- I I Ii=, ,I � �- STANDARDS AND SPECIFICATIONS MANUAL (2012).
<br /> � �_
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<br /> POWER & CONTROL 7. TRENCH BACKFILL SHALL CONFORM TO WSDOT SECTION 9-03.14 GRAVEL
<br /> W CABLE OUTLET, 012"
<br /> � ELEV. DISCHARGE BORROW.
<br /> � .
<br /> " 8. CONCRETE THRUST BLOCKING: SEE WSDOT STANDARD PLAN B-90.40-00. � �
<br /> � FLOATS ANCHOR .
<br /> i ENVIRONBOOT (1 QF 3) 9. POST INDICATOR VALVE SHALL COMPLY WITH AWWA STANDARDS, SHALL -J =�
<br /> �' LEVEL SENSOR PIPE SUPPORT 'Q
<br /> � HAVE TAMPER SWITCH, SHALL BE UL/FM APPROVED, AND SHALL HAVE V
<br /> � VALVE VAULT DRAIN LOCKABLE HANDLE, HEAVY PLEXIGLAS WINDOW WITH VALVE POSITION � ,rj �
<br /> � REINFORCED W/ CHECK VALVE, 2" PVC INDICATOR READING OPEN OR CLOSED. Y Q
<br /> �� FIBERGLASS WETWELL**
<br /> � PI�PE BRACE, S.S, 10. FIRE DEPARTMENT CONNECTION (FDC): U V �
<br /> � 3 PIPE, D.L 10.1. CAST BRASS BODY MATCHING WALL ESCUTCHEON LETfERED "AUTO J 0 Z
<br /> � � „ CHAIN/CABLE ASSEMB�Y S.S. SPKR" WITH A CHROMIUM PLATED FINISH. (n Q
<br /> W E EV. INVERT PUMP, SUBM RSIBLE 3" 10.2. CONNECTION SHALL HAVE TWO INLETS WITH INDIVIDUAL t-- O �
<br /> � � SELF-CLOSING CLAPPERS, �?
<br /> , Y EG.A15.20 GRUNDFOS CAPS WITH DRIP DRAINS AND CHAINS. � w
<br /> ` ELEV.QHI ALARM �1 OF 2) 10.3. FEMALE INLETS: TWO, 2-1/2-INCH DIAMETER AMERICAN NATIONAL V �
<br /> . � FIRE HOSE CONNECTION SCREW THREADS PER NFPA 1963. �y �
<br /> °- ELEV.Q PUMP2 ON PUMP POWER CORDS 10.4. PROVIDE BRASS PLATE FOR MOUNTING ON RISER PIPE MARKED Y �
<br /> �' ELE.11. PUMP1 ON "AUTO SPRKR & STAND PIPE" AND MARKED WITH NAME OF BUILDING Z
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<br /> �� ELEV. OFF n SERVED. �
<br /> � 3 QUICK DISCONNECT BASE ELBOW 10.5. CROKER, TWO WAY CLAPPER INLET - 6000 SERIES FLUSH MOUNTED �
<br /> m ELEV. ALARM OFF FDC OR EQUIVALENT. � _J �
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<br /> � ELEV.� BOTTOM OF WETWEL o HOPPER BOTfOM
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<br /> - G.P.M. T.D.H. H.P. R.P.M. PHASE VOLTS A B C D EE EVATIO FS G H ' J / AS SHOWN -
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<br /> � °ES. LKJ SHEET N0.
<br /> � 100 29.14 0.00 3.57 3.82 4.33 4.84 5.10 5.10 16.5± 14.0± 8.20 K110W WI11t�s below. PAH
<br /> DR.
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<br /> Ca�l before you dig. �"� HNK C4'. �
<br /> � 2 PUMPTECH MODEL 421 PUMP STATION
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<br /> N C4.0 C4.1 NOT TO SCALE �����
<br /> � NOTE: E-------� � - �EETS
<br /> � �� �� �� DATE MAY 9, 2017
<br /> � EAR LY S ITE G RAD I N G P E R M IT S ET ADJUSTDS�CALES�A CORDINGLY. NDE 212016.008
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