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� IN THE N.W. 1/4 OF THE S.W. 1/4 OF SECTION 8, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M. �' �' � �,
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<br /> I 8 MAX RAKE, 1/4' PER FT
<br /> H � FROAA GROUND L£YEL
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<br /> � N � TRAFFIC SAFEf`f FEATURE VALVE BOX AND W m N m �
<br /> C C' I — � --BREAK-OFF FLANGE, BREAK- IXTENSION PER � Q Q � �
<br /> OFF NUTS AtJD BOLTS STD PLAN 504
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<br /> CONCRETE PAD
<br /> DUCTiLE IRON
<br /> � TEE (AAJxAA.h�FI) (SEE NOTE 1) � ~ (n
<br /> 1/2 CU YD OR TAPPING 1EE
<br /> E F WASHED ROCK �F�� I i
<br /> O � 1-1/2' �AINUS 1 F RET�IINER
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<br /> A. ROMAC, FORD, OR MUELLER SERVICE SADDLE WITH C.C. THREAD TO BE USED ON ALL MAINS 4' DIA. AND 0 / � m � Y �
<br /> LARGER. ALL NEW TAPS ON IXISTING WATER MAINS SW�LL BE DONE BY THE CIiY OF EVERETT UTILff1ES - - C
<br /> DEPARTMENT AT THE DEVELOPERS OR CONTRACTORS EXPENSE � - - 18 T V �
<br /> EARTH CONC8�Y4 K ,'4 < � � � .G> U ,c U a � 6
<br /> �UNDISTURBED GATE VALVE cC
<br /> B. CORPORATION STOP: (�AJxFL) 2� CRUSHED SURFACING � G Y p Q U Q Q � G
<br /> 3/4' - FORD F600, eLOCK
<br /> OR CITY APPROVED EOUAL TOP COURSE
<br /> ♦p�► EXPANSION STRIP
<br /> / C. FORD SERIES LAO-2-33 (1/8 BEND) OR LO-2-33 (1/4 BEND) FITTING FOR FLARE x FLAF2E COPPER. P/Y�1 J: G> d'
<br /> PHYSICAL BENDS IN POLYETHYLENE PIPE ARE NOT ALLOWED. USE APPROPRIATE 1/4 OR 1/8 BENDS PER (SEE NOTE 2) � ai r �
<br /> NOTE B ABOVE. a HrDRnNiS ANo ul MATERWS SHAIl CONFOftM TO AIYM/A STANDARDS AND SHALL BE OF STANMRD �enr�UFACfURE c� �o �y Z
<br /> (MUELLER SUPER CENRIRION N250, WA�OUS PACER �W86�. OR CITY APPROVED EQWL). r■ r�A110N �� N N r ~
<br /> D. USE AAUELLER H-15073 INSTA-TITE FITfING OR CIlY APPROVED EOUAL FOR IPS-PE PLASTIC PIPE X FEAAALE O U
<br /> COPPER FURE THREAD. B. 5-t/4' vnLVE MINIMUM N ..; I �
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<br /> E. 3/4' WATER SERVICE UNE SHALL BE COPPER TUBING. C. 1-t/4' OPERA�tNG NUT ANO CAP NUT FOR 2-1/2' PORTS. _ •� N a
<br /> • POLYETHYLENE TUBING MAY BE PERAAITTED IN RESIDENTIAL APPLICATION ONLY AND SW1LL BE 3/4' IRON 0. NarONAL STANpARD TltR£AD ON 2-1/2' PORTS.
<br /> PIPE SIZE (IPS)-ID ASTAA D2239-SIDR7 (PE3408) AND SHALL:.
<br /> 1. MEET THE REOUIREAAENTS OF AWWA C901 E. 5" STORZ FiT71NG wm-t NATIONAL S7MIDARD THRFAD ON THE 4-t/2' PORT. � Jr� �.
<br /> 2.BE HIGH MOLECULAR MASS WffH AT LEAST 200 PSI RATING F. IF F11'ORANT RISES 1HROLIGH CONCRETE, USE IXPMt510N STRIP NtOUND HYDRANi BARREL. PER SiD PIAN 509. IN N0�• `1 `4Y`�i
<br /> 3.HAVE A �10 COPPER TRACE WIRE WRAPPED ALONG ITS ENTIRE LENGTH (ONE WRAP PER fT) ADORION. INSiALIATtON OF THE HYDRANi ON PRNA�F PROPERTY SMAIl EOWI OR DCCEm THE STANDARDS FOR ,� '�� �j
<br /> WITH ONE END WRAPPED AROUND THE SADDLE BOLT AND SECURED BEiWEEN 2 NUTS. INS7AI.I.Ar10►r OF PU�JC FIRE F11'ORANTS IN THE CI7Y OF EVERETT. 1. CONCRETE SHALL BE CLASS 3000. �j �i
<br /> THE OTHER END WILL BE IXPOSED IN THE AAETER BOX. V �� Fyl
<br /> • COPPER SHALL BE 3 4' lYPE "K" COPPER TUBING AND SHALL AAEET THE APPLIGBLE ASTM, IAPAAO AND G. PROVI�E FOR VEHICUINt TRAfFIC PRO7ECTION WHEN NECESSARY PER STD. PW,1 510. � y � ,�
<br /> � 2. INSTALL 1/2"x 4" EXPANSION STRIP AROUND HYDRANT.
<br /> AWWA STANDARDS. • < ' � Q
<br /> H. 5(EAMER PORT TO 8E FACING STREEf OR ROAOWAY FOR FIRE ENGINE ACCESS. � 7� ' �M � z
<br /> F. USE 1/4 OR 1/8 BEND BRASS ST BEND WITH AAUELLER H-15426 INSTA TiTE FITTING OR CITY APPROVED I. BREA1c-Ot� FUNGE TO BE 2'-4' A80VE G1tOUN0 LEVEI. � y0 �v O
<br /> EOUAL FOR IPS-PE PLASTIC PIPE X MALE IRON PIPE THREAD. �' �J
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<br /> � G. 5/8' x 3/4' METER SETTER SHALL BE "AY. AACDONALD" 62-212WWDD33-15 OR APPROVED EOUAL. J. INSTALL CONCRETE PAO AROUND hRDRMlT IN UNPqYED. SOD A�VD ASPFIALi AREAS PER STD. PIAFJ SOp- �"'/�� 4�O
<br /> K. HYDRANT CONNECTION PIPE TO BE DUCT1lE IRON CLASS 52, ANY INTERMm1ATE JOIMS TO BE MJ MiTH RETAINER GLANpS,
<br /> H. METERS SHALL BE SUPPLIED AND INSTALLED BY CITY UTILfTIES DEPARTMENT AT THE DEVELOPERS OR OR FIQO LOCK CASKEfS.
<br /> CONTRACTOR EXPENSE.
<br /> L FIRE HYDRAMS SHALL BE PAINiED WRH iW0 CON15 OF WGti GLOSS GTERPILLAR YELLOW, LUXLRE /8100-518 OR
<br /> I. �AETER BOX SHALL BE: 'GRSON' �BCF1118-12 OR CITY APPROVED EOUILL.. DUCTILE IRON UD SHALL BE ���-OLE11M' /�448 OR APPROVEp EQUN.. iHE PORT Gp5 WILL BE PNNTED BLACK.
<br /> CARSON �BCF1118-RL OR CITY APPROVED EOUAL. IA. PRpVIDE FOR A MINIMUTA OF 3' CLEAR ZONE AROUND HYDRANT.
<br /> J. PLACE SAWDUST IN METER BOX AROUND PIPE TO TOP OF MEfER TO PREVENT FREEZING.
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<br /> CITY OF EVERETT „ 9-13-2007 CITY OF EVERETT 9-13-2007 CITY OF EVERETT 9-13-2007 0 �
<br /> PUBLIC WORKS 3/4 METERED WATER d°te PUBLIC WORKS FIRE HYDRANT ASSEMBLY`—dr—�t� PUBLIC WORKS FIRE HYDRANT date � � o
<br /> �ad� UTILITIES DEPARTMENT SERVICE 502A � UTILITIES DEPARTMENT 5O7 d�T CONCRETE PAD 5pg p � C
<br /> i COE Std Dw- COF Std Dw UTILITIES DEPARTMENT COE Stcf Dw �] ' �
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<br /> WATER DISTRIBUTION NOTES (5-2.1): L ��
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<br /> A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY a � ' o
<br /> GUARD POST T— o F MEANS OF APPROVED BACKFLOW PREVENTION DEVICE TO SATISFACTORY � � �
<br /> / C O N C H Y D R A N T P A D � F � � � �
<br /> SEE STD PLAN sos Z Q FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY .� rn � ;
<br /> 3s• � P BACTERIOLOGICAL TEST RESULTS. � ° > �
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<br /> � K " � � �° °O B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE �� ,°� � ; �
<br /> . 24- CITY UTILITIES DEPARTMENT AT THE DEVELOPER S EXPENSE. THE CITY .� ., c � � ,c
<br /> N 0 � � R UTILITIES DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS V � � N � �
<br /> W NOTICE FOR EACH CONNECTION. THE CITY UTILITIES SHALL THEREAFTER � �
<br /> Z ° ° N DEfERMINE THE DATE AND TIME AT WHICH THE CONNECTION SHALL BE o 0
<br /> W — PUW PUW MADE. ,�� .
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<br /> N _ -c o o P 3" M I N C L E A R
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<br /> 24„ M H C. A L L W O R K A N D M A T E R I A L S M U S T C O N F O R M T O C I T Y O F E V E R E T T ° ' > I `�
<br /> I � � � � STANDARDS. �' � �
<br /> j GUARD POST 36« J F O ��,; � ,��'y
<br /> � SEE NOTE , � B o o D. A PRE—CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR _ � � � �,
<br /> P�$ F E � oOo TO THE START OF CONSTRUCTION. THE CITY OF EVERETT ENGINEERING 3 i �
<br /> ° o � D E P A R T M E N T C O N S T R U C T I O N D I V I S I O N M U S T B E N O T I F I E D A T L E A S T 2 4 v � �
<br /> ELE1/A110N PLAN A. CL 52 DUCi1LE IRON PIPE WITH ROMAC, FORD OR rc. 2•x�' GqLV REDUCER HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ^ � O
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<br /> AAUELLER SERVICE SADDLE. ^
<br /> L. 2' GALV PIPE ':�'ti:i :t'.'•:i
<br /> � FlRE HYDRAIYT GUARD POST B. 1" FORD F600 SERIES CORPORATION STOP '_='�• '
<br /> M. 2' STREET ELL (HORIZ) •f_ ., E. THE DEVELOPER OF THE DEVELOPER'S AUTHORIZED AGENT SHALL
<br /> (SEE NOTES 1 AND 2) c. ,• �wE -K' COPPER TUBING ELEVATION ELEYATION NOTIFY THE CITY UTILITIES DEPARTMENT OF A PERSON WHO CAN BE "
<br /> N. 2' GALV 90' ELL (VERT)
<br /> o. ," FORD 602-44 ANGLE COUPLING n CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 J o
<br /> 0. 2' GALV RETURN BEND F-
<br /> � NO�: E. 1" FORD B21-444 CURB STOP p, (;e,LV BEEHIVE STRAINER INSTALLED ON ASBESTOS CEAAENT PIPE, INSTALLED ON ASBfSTOS CEAAENT PIPE, HOUR BASIS. � �
<br /> F. 1" BR1�SS NIPPLE GREENBURG P-24-O8, FOR 2' CAST IRON PIPE AND DUCTILE IRON CAST IRON PIPE AND DUCTILE IRON
<br /> 1. GUARD POSTS SHALL BE 6� LONG, 9�IN DIAMEfER PRECAST p�pE PIPE. PIPE. F. MAINTAIN A MINIMUM OF �O FEET HORIZONTAL AND �$ INCHES p Y
<br /> 18, CONCREfE OR 6' LONG, 6" DIAAA SCH 40, CONCREfE FILLED G. 6" PVC PIPE
<br /> c�,ss 52 STEEL PIPE. PAINTED WITH TVYO COATS OF 0. UTILIiY BOX CARSON BCF1730-12 VERTICAL SEPARATION BEfWEEN POTABLE AND NON—POTABLE i � o
<br /> KELLY-AAOORE LUXLITE Q.D. ALKYD GLOSS ENAMEL H. 1' BRASS UNION OR CITY APPROVED EOUAL. wC >
<br /> �s�oo—s�s CAT YELLOW OR CIiY APPROVED EQUAL. C/1JT IRON MECHANICAL �IOINT STAINLESS STEEL CONVEYANCE SYSTEMS. w � �
<br /> � I. 1' BRASS 90' ELL R. &�RFILL WITH SAWDUST TO � Q �
<br /> 42• 2. TOP OF GUARD POST SHALL BE LEVEL WITH TOP OF PU�APER 80N"�T� TAPPING TEE TAPPING SLEEVE V � O
<br /> PORT. J. 1' COAABINATION AIR AND VACUUAA RELIEF VAWE G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY CITY UTILITIES � W � � �
<br /> I I APCO 143-C, VALM4TIC 201C OR EOUAL DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, N Y
<br /> 3. VAWE MARKER POST SHALL BE 42" PORTABLE TRAFFIC �� a �
<br /> I I DELINEATOR POST W/TWO REFLECTOR STRIPS. THEY SHALIS H A L L B E A C C E S S I B L E A T A L L T I M E S. a j � M W
<br /> BE FURNISHED NEW AND UNUSED AND BURIED 24" DEEP, TO 7, AIR-YAC UNIT AND BOX TO BE INSTALLED IN NON-TRAFFlC AREA. J W �JJ � a "'j
<br /> L E A V E 1 8' E X P O S E D A S A M A R K E R P O S T T H E L E f f E R "V" N O T E S: 'r ~ � � .. W �
<br /> � I I AND THE DISTANCE TO THE VALVE SHALL BE STENCILED ON 2• USE MUELLER DOUBLE STRAP SERVICE CUMP OR APPROVED EOUAL ON ALL MAINS �ESS THAN 8' IN DIAMEfER. � a � �JJ � H C
<br /> U THE POST WITH 2" HIGH NUAAERALS, WITH BLACK ENAAAEL 3. ALL PIPE F'fTTINGS BETWEEN MNN AND UNION, AFTER NR/VACUUM RELIEF VALVE, SHALL BE BRASS. 1. STAINLESS STEEL TAPPING SLEEVES SHALL HAVE FLILL CIRCLE SEAL U �!1 N LLJ � Z U
<br /> PAINT.
<br /> Vi4LVE MARKER POST 4- VALVE AAARKER POSTS SHALL BE INSTALLED FOR ALL VALVES 4. INSTALlATIONS FOR OTHER SIZE AIR/VACUUAA RELIEF VALVES SHALL BE INDIVIDUALLY DESIGNED AND W{LL REOUIRE 2, ALL TEES AND VAWES TO BE WATER TESTED BEFORE TAP.
<br /> APPROVAL BY THE CITY UTILITIES DEPARTMENT.
<br /> LOCATED IN UNIAAPROVED OR UNPAVED AREAS. VAWE AAARKER 3. SQE ON SI2E TAPS ALLOWED ONLY WITH AAJ TAPPING TEES. ALL OTHER TAPS SHALL BE AT LEAST
<br /> (SEE NOTES 3, 4 AND 5) POSTS SHALL BE SET AS DIRECTED BY THE PUBLIC WORKS 5. PlUNT METER BOX UD AND RISER ASSEMBLY (2) COATS SAFEf`f YELLOW, OIL B0.SE ENA►IEL- HAND BRUSH APPLIED. 2" SMALLER THAN THE EXISTING MAIN. �
<br /> INSPECTOR IN A SAFE AND REASONABLY CONSPICUOUS S'fENCIL RISER ASSEMBLY WITH AV' AND SIZE OF AIR/VAC ASSEAABLY ON SIDE FACING ROADWAY IN 2' BIACK
<br /> LOCATION. LETfERS, 4. BRANCH LINE SHALL BE RESTRAINED AS IF A DEAD-END PER SECTION 5-13
<br /> S. VALVf AAARKER POSTS ARE NOT REQUIRED FOR AUXILUIRY B• AIR/V� RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGH POINT ON LINE. If HIGH POINT FALLS IN LOCATION �
<br /> HYDRANT VALVES. WHERE ASSEAABLY CANNOT BE INSTALLED, PROYIDE ADDRIONAL DEPTH TO CREATE NEW HIGH POINT.
<br /> � 7. CONCREiE VAULT PENETRATIONS SHALL BE GaRE DRILIFA AND GROUTEp. �
<br /> � �IfiY O� EV�l���'�F 9-13-2Q011 �� CITY OF EVERETT „ 9-13-2007 CITY OF EVERETT 9-13-2007 �
<br /> PUBLIC WORKS FIRE HYDRANT GUARD POST date � - ' pUBLIC WORKS 1 AIR—VACUUM VALVE date PUBLIC WORKS date
<br /> � U TI L I T I ES DEPARTMEN T AND VALVE MARKER POST �j� O � U T I L I TIE S DE PAR TME N T I A S S E M B L Y �J� Z � UTILITIES DEPARTMENT TAPPING TEES 5 1 4 � J
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<br /> I ORAINAGE f�EPArZTMENT •
<br /> � A PUBLIC WGftKS P£R-d�T IS t�cC�.�'�EDPRIOR �
<br /> � CS E IUINEER To STARTING .4:'VY i,� vSTRu�rtO;� oN TH1S •
<br /> � � PROJECT. APPftCvAL FOH T ,iS FROJECT IS
<br /> N CONOITIONAL PER CU RENT STANOARDS
<br /> � AND EXPIRES�¢_,�L� UR'�ESS PERMIT Q
<br /> FOR CONSTRUCTION HAS BtEN ISSUED �
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<br /> � � Know what's b@IOW. �j 6 • 1
<br /> � C1II before you dig.
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<br /> R:\Projects\287 (Seattle Pacific Homes)\012-14 (Jazwieck)\Dwg\sheets\Construction Docs\AH—wadt0l .dwg 34x22
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