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<br /> '�°T�� FIRE PROTECTION N�TES F
<br /> A. RC}MAC, FOI�D,bR MUELLER SERVICE SAODLE WITH C.C.THREAD TO BE USED flN ALL MAINS 4"DIA.AND
<br /> LAR6Ef�.ALL NEW TAPS ON EXISTING'WATER MAINS SFEAIL BE D�NE BY THE ClTY C7F EVERE�fT'UTILITlES 1. FIRE LINES SHALL BE RESTRAINED JOINTS AND PROVIDE THRUST BLOCKS AT ALL
<br /> DEPAR7N6ENT AT 7HE DEVELOPERS OR C�N7RACTORS EXPENSE
<br /> B. CORPCIRA�ION ST4P:
<br /> PORTION OF SEC . 8 TWN . 29 N . RGE . 05 E . W. M . F�TT�N�S. �� _. :� �_
<br /> 3/4°'OR 1"- FCYRD FB600,ORCI�fY RPPR4VED€QUAL � � 2. THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION IS
<br /> C I TY O F EV E R E TT S N O H U M I S H C O U N TY WAS H I N G TO N SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND
<br /> C. ft7R�SERIES LAO-2-33�JL(1/$BENQ)OR LO 2-33 NL(1/4 BEtV�)FITTING FOR FLARE x FlA3iE COPPER.P�{YSICAL AS SUCH, THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM MAY DEVIATE FROM � �
<br /> BENDS IN POLYETF4YEENE PIPE ARE N{3T ALLDWED.USE APPROPRIATE 1/4 QR 1i8 BENpS PER EVOTE 6 ABOVE. ' � � THE SYSTEM SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE �
<br /> f}. U5E MUELLER H-15073 N INSTA-TITE FITTING(}R CiT'f APPROVED�QllAL�QR IPS-P'E PIASTIC PlPE X FEMALE NOTES TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE
<br /> CORPER FtARE T�READ, FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID SHALL TACOMA • SEATTLE • SPOKANE • TRI-CITIES
<br /> NOTES 1. vAl.VE OPERATING NUT ExTEN5lON5 ARE REQuiRED REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN.
<br /> E. RESID�NTIAL SERVICE: WHEN THE VALVE I�I�T 15 MORE THRN THREE{3) 2215 North 30th Street, SUit2 300 Tacoma,WA 98403
<br /> A. Rt?MAC,fUftD OR MUELIEfi DUu61�E STRAP sERVICE SAD�IE WITH i.R.THREAI?TO BE USED DN ALL MAINS 4"DIA FEET BELC�W FENI5HE�GRA[}E. ExTEEVst(?N5 ARE TO 3. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION
<br /> 1. PROVI�E 3/4"OR 1" PCILYETHYLE�4E 7UBING MEETING THE FOLLOWING REQUIREiV1ENT5: AfVD LARG�R.ALL NEW TAPS ON EXIS�ING 4VA"CER MA1fV5 SHALL BE DC3NE BY7HE GITY QF EV�RE77 UTIUTI�S g�,q(r/)�(�]�t,ry�M�7F(?NE(1) FfJOT LONG.0lVLY QNE 253.3832422 rE� 253.383.2572 F,4x WWW.BhbI.001T1 WEB
<br /> a. AWWA C9Q1. DEPARTM�FJTATTHE DEVELQP€RS OR CO�lTRACTQRS EXPEI�SE. E}CTENSIC3N WILL BE ALLt3WEf�PER VALVE. REQUIREMENTS AS SET FORTH BY"NFPA 13", ITS AMENDMENTS, AND LOCAL
<br /> b. ASTM D2239,S1DR 7,FOR f[?iRON PIPE SIZE�IPSj. B. Z°gR�ss t�GFP�E. REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS.
<br /> c. ASTM 3350-PE36�8 OR PE4710. C. HEAVY DI�TY 2"'GA'fE VAE.V�W!�'H RESI�IFNT SEAT RNE7 2°OPERATiNG Nt�T.GATE VAIVE�SHALL BE "'WATERf�US" �. Ai.L VALVE OPERATlNG NUT E?(TENSIQIVS ARE TQ BE Pro iect Title:
<br /> SERiES 25Dd C�R CITY APpRC}V€Q EQUAL. MAQE OF STEEL,SIZED AS NOTEa,arva Pair�r�a 4. ALL VALVES ON FIRE LINE SHALL BE MONITORED BY THE FIRE CONTROL PANEL.
<br /> Z. PROVIDE A#1d AWG,51NGLE 5TRAND COPPEFt WIRE Wk't'F!BLUE TYPE U�C}�t U5E COATING SUITABLE FO�i D. MUELLER H-154S1N DR H-1S428N QR APPR4VED EQUAL. US�APPEiOPR��tTE STAthEL�SS STEEL IC45ERT STIFE�NER �„TH��Q c����AT��F M�T����,��. G LAC I E R
<br /> DIREC7 BURY. WITH {'OLYETHYLENE TUB{NG.PHYSICAL BEfVtl�S IfV PdLY PIPE ARE NOl'ALLOWEQ,U5E BRA55 ELBC�WS. 5. POST INDICATING VALVE SHALL BE REMOTE FROM BUILDING, 50 FEET WHEN POSSIBLE.
<br /> a. WRAP WIRE AROUNQ TUBING,ONE WRAP PER FT,IT5 EI�TiRE LENGTH. 3. VAI.VE BOXES IN PhVEp AREAS SFiAII BE#94�►STYIE
<br /> 6. SECURE ONE END AROUND T#1E SADDLE BOLT BETWEEN T1AJ0 Nt1TS AND EXPOSE A MINIMUM OF 18°oF�H� �. RESfia�Nr�a�s�Rv�c� �asT iR[aN,�wn P}�c�ur��Ts,��si��vE�w��r�t�u�5 SEPARATE SUBMITTAL FOR SPRINKLER UNDERGROUND SHALL BE INCLUDED ON P EA K AT
<br /> OTHER END IN THE MET�R BflX. 1. PROVIDE 2"PQLYETNYLENE TUBiN�MEETING THE FOLLflWlNG REQUIREMENTS: ON COV�R AND DEEP SKERT. IN GRASS, NON-�AVE� SPRINKLER PLANS OR BY SEPARATE PERMIT SUBMITTAL.
<br /> a. AWWA e9D1. OR NON-TRAFFICARE,4S USE OF PI.ASTIC VALVE RIVE RS I DE
<br /> F. NON-RESIpfNTIAI SERVlCE- b. ASTM D2737,St�R 9(pe36081��iQ}. BOXES,WfTH CAS�'IRQM LIQ f#S MANt1FACTURED BY 6. ALL UNDERGROUND FIRE SUPPRESSION PIPING SHALL BE INSPECTED AND TESTED PER
<br /> c. A5TM 3350-F'E3608 C3R PE471D. HANDLEY lNDusTR�Es ARE ACCEPTlhBLE. NFPA 24, CHAPTER 10.
<br /> 1. PRC3VIDE 3/4'°C1R?"TYPE K Ct3PPER TUB[NG MEETfiVG ASTM B88,Ah�51/NSF 61&APPLICABLE iAPMO
<br /> STAhIDARDS. 2. F�RQViDE R#10 AWG,514VGLE STRANE7 CC}RPER WIf�E WITH�LUE Tl'P�UF(JR USE C�ATlNG SUITABLE FOR 4, 1,15E OF PLASTlC VAt�VE BDX EXTEh151t�hJS,AS C118ftt:
<br /> t}IRECT BllRY. NIANtJFACTURED BY HANDI.EY INDUSTRfES ARE F I RE S P RI N K L E R N OT E S
<br /> fi, USE�J4 C]R i/8 BEND BRASS 5T BEND WITH MUEILER H-15426 AI INSTA-TITE FITTIhJG OR CiT`f APPRC}VED EC2UAl. a. WRAP WiRE AROU�ID TUBP�fG,�NE WRAP PER FT,IT5 EI�TlRE LENGTH. ,����p�'�g��, PA NATTON I
<br /> F{)R IP5-PE PLA5TIC PIPE X MALE fRON P�PE'�'NREAD. t�. SE[UR� ONE EfVD ARCIUND TH�5AD�Jl.E BULT BETWE�N iWCJ NU75 AiVU E}CPC}SE A M�NiMUM t�F 18" 2"SQ€JARE x 2"FfIGM
<br /> UF THE o�`HER ENa IiV fiHE METER B�X. ��p��p7i��►��� WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO DEVELOPMENT
<br /> H. 3/4"M�TER SET'T`ER SHALL BE"A.Y. MCD(?NAID"62-212WWDt?33-15 OR APPROVEp EQUAL. � SERVE ONLY A FIRE SPRINKLER SYSTEM, A SEPARATE
<br /> 1��METER SETTER SHALL BE°°A.Y� MCD{]NALD°�z-4�sww�n�a-�s oR cir�A�p�c�v���4ua�. � iVON-RESIDENTIALSERVBCE � DETAILED PLAN MUST BE SUBMITTED AND APPROVED BY THE COMPANY, LLC
<br /> 1. PRQVII]E 2��1`YpE K GOPPER TUBINf 1VlEETING ASTM 888,��vs�/�us��1�:a���ic����sA�nno s�rar��a�os. 1_.,�,;N�;,`,` �.��'�����✓.t' � FIRE MARSHAL PRIOR TO INSTALLATION.
<br /> I. PviETERS SHALL BE SUPPLIED ANQ ItUSTALLED BY ClTY UTIUTIES DEPARTMENTATTFiE QEVELOPERS OR �' '`r'�f�y',f _ f-�����4 �� �� 900 SW 16TH STREET
<br /> CONTRACTOR ExPENSE. G. BRASS ELBUWS&NIPPLES AS NEE��t�.
<br /> H. METER SETTERS SHALL BE"FORL]"70SERIESCC3PPER SETTER�18H77-128-21-77 WITH HQRi2(3NTAL INIETANL7 �'f � -'��-' �g / ��� ALL WORK ON THE UNDERGROUND PORTIONS OF FIRE SUITE 300
<br /> J. PRQVIRE METER P,OX BC7DY MANUFACTUR�D BY°�RAVEN FRODUCTS,FOR a 3/a��USE MOOEL RMB-11-18-32, DUTLET OR APPROV�� E[1U,4L. �� p�'�� �a �--.� PROTECTION SPRINKLER SYSTEMS AND/OR FIRE MAIN FOR RENTON, WA 98057
<br /> �o€�a s�t us�nnat����nn�a-is-z7-�2��, nnous��a��s cur,WITH AASTHO t{-2p FtATEC�DI F�tJSH SO�ID CQVER i. nn�T�R s�a�� a�suP��iEa�r���r��ra����[�av cirr usc�.�ri�s��F��rnn�►vr��rH�dEv��c�P��s��co�vrRAerc��s � I -1 ti � HYDRANT PLACEMENT MUST BE INSTA�LED AND CERTIFIED BY CONTACT: DONNIE BELK
<br /> lID UR EQtJAI. EXp����� � � �� A LICENSED CONTRACTOR WHO HAS ACHIEVED A STATE LEVEL
<br /> 1. PftOVi[}E METER Bt]X Bt7t7Y 141ANUFACTUREI3 8Y""RAVEtU PROOUCTS,MO�IEL RMB-17-3Q-12",MtlU5�HOLES CUT,
<br /> K. Q�acE s�wous�i�v n��'rER eox a�outvt�piRF Ta������n�T��r�P€z�v�rvr����zirv�. wirH�,asTr�o r�-zo���Eo�ucr��E iRo[v ��usr�souo covER t��oR�qua�, z �.��_ A • °U" CERTI FICATION. SUBCONTRACTING OF SUCH WORK TO Job No.
<br /> K. Pt,ACE SAWDU��IN METER 8�x AR�UN[�PIPE TO TOP{)�METER Tt�PREVENT FREEZING. � � 4--�,_ PERSONS OR FIRMS NOT CURRENTLY LICENSED AS A FIRE
<br /> � �� K � �.. a�JusraBtE v,��.v�aox a���xTEr�sioN s�E 5Ta 50�. � �'�--- �.� PROTECTION SPRINKLER SYSTEM CONTRACTOR IS PROHIBITED 2170746.10
<br /> - � � 3� ` � UNDER WAC 212-80.
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<br /> � � � � � � �- �'�`�..,� Issue Set 8 Date:
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<br /> � ,� a n. E� CITY OF EVERETT
<br /> ��'\ lR.-..,,� � � i � �E�T PUBLIC WORKS DEPARTMENT
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<br /> ���� � TE N � � VALVE BOX AND� "'"'",�
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<br /> f �_'' CITY OF EVERETT ��� CITY OF EVERETT VALVE BCJX AN D EX S Q EXTENSfON 505
<br /> �v£Fn PUBLIC YVfORKS DEPABTlNEN�T7', �3 /� i__... __....__.._. . .---.__..._.______.__-1.___..__.
<br /> ,v/ ��'�e�T .nE.�.� MENT S
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<br /> _. _ -iaL'�„»«u �,.i.an ' ' P>.�k .. ..,.... �/ NOT TO SCALE
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<br /> 1 I N C H WAT E R S E RVI C E '��. METERE°WA�ER sER�"Es �� �o� 2 I N C H WAT E R S E RVI C E ������� �� � ����
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<br /> - TERED WATER SERVICES� 50 I �; �„ pARTS NC)TES NOTICE
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<br /> 1 NOT TO SCALE � NOT TO SCALE ;� INTERiDR WAII A. UL-FM LISTEP SOFT SEATED WA STATE APPRC?VED 1. TEE AND GATE VALV£REQUlR€Q ON MAIN. �������N���
<br /> !w� DDUBLE CHECK�ETEC�'4R VALVE ASSEMBLY WH1CN n+s ooa�T oaFs Nor o�ac�h��
<br /> C] Z a OwERSIP AI6111S N IT.7NS DOalYENT IS fOk I1SE
<br /> MU5`f`BE INSTALlED IN THE SAME t7RIENTATION FOR 2. SHVGLE DETECTOR CHECKS ARE NQT APPROVED p�Y FOt iFE PRQELT Q�M1F�N 1FE 1111E HDIX
<br /> � `^ ' � � am a rar m e�usm��rat�000.at
<br /> .�� F-: ` WHICH iT WA5 APPRQVED.ASSEMBLY T�IN�LUQE; BACKFLOW PR�VEN71Q1�!DEVICES.
<br /> \ �: - J f,-{� �aou m nuT rrao�cr a���r onEa r�cr.
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<br /> T�ST COClfS,3J4° �RASS C}R COPPER BYRA5S WITH
<br /> \ ' � IN-LINE VALVES ANC7 A 5/8"RENIOTE METER.METER 3. ASSEMBLY REqUIRES CERTIFICA,TION IJPC}N
<br /> r•--�-----' I � ,��; TO REA�IN CUBIC�EET,AND BE REMOTED T4 AN IEJSTALLATI�f�,AND RECERTEFICATIQN ANNUALLY BY
<br /> {J r �u�� EXTERNAL WALL OF BUfIDING METER BOX, OWNfR.
<br /> - BEARING AREA OF THRUST BLOCKS IN SQ. FT. �
<br /> :�; q � ? TEE,WYE 90°BEND TEE � , B, Uhil-FLAfVGE WITH SET 5CREW5 OR M�x FL ApAPTER 4. AL�TEST COCKS MUST HAVE BRA55 PLUGS.
<br /> � i WETH MEGALUG RESTRAINT FOR BOTH UPSTREAM
<br /> � FITTING PLUG OR PLUGGED PLUGGED i � AND D�WNSTREAM OF ASSEf�BLY. 5� MAXIMUM HEIGHT CYF ASSEMBLY FROM FLO�R 15
<br /> ' .f)S -r SIZE CAP CROSS ON RUN 45°BEND 22.5°BEND 11.5°BEND ��... � '�,` �EV� �E�T U�vi.ESS A�v o5HA�PPRc7VE�PI.ATFOR�n 15
<br /> A2 - "'' , ' ' q� A2 - � C. DUC7ILE IRtJN PIPE i51ZEd AS REQU9REL7}CLASS 52. PR{3VIDED. 4
<br /> TEE BEND WYE PLUG OR CAP �
<br /> 4 1.0 1.4 1.9 1.4 1.0 � p. TW(}�ALVANIZED ADJU5TA6LE P1PE SUPPOftTS F�R 2 6. ALL UIMENSIflNS ARE h111N�MUM CIEARANCE
<br /> 6 2.1 3.0 4.3 3.0 1.6 1.0 �� 1/Z�j C1lA AND IARGER PIPE. REQU9REMEIVTS.
<br /> ' ' _ - 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 ���-�''!�~
<br /> •"�'i 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 E. A SUFF1CIEf�YLY 5fZf�FLC70R DRAIN OR WALL 7. FIRE DEPARTME�IT PUMPER CONNECTI�N MUST BE �
<br /> ' � 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 FOOTING C7RA6N MUST BE PROVIDEO IN THE 5AM€ DOIDJfVSTREAM O�AS5�MBLY.
<br /> , , ROQM,DRAIN TO SIflPE TO QAYLIGHT OR CQN�3ECT
<br /> _ 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 TO STORM I7RAIN SYSTEM. 8. TNE OSY VALVE C.4N NOT BE USED AS A POST
<br /> � ' :�:�: , 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 P�� F. EXTERNAL DO{7R WITH KEl'15 REQU►RED.ElTI�ER A BAGK LOW ASSY.J ��HESE ARE OIVLY PART C7F 7HE /�
<br /> 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 � ���
<br /> TEE PLUGGED CROSS PLUGGED CROSS 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 LCiCKSET IN THE DOOR HliRDWARE OR A KEY VAULT
<br /> 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 (I.�.SUPRA 5.5.)WdTH A 15/8`"DIAMETER X 11f8"
<br /> LENGTH MORTISE CYLiNDER. MOFtTISE CYLINDER
<br /> NOTES: MUST ACCEPT THE CiT!STAN�ARD"BEST"L�CKIh1G ^
<br /> 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. CEILING SYS��M.THE wIaTH ArvD HEIGHT 0�T�E DoOR(s)
<br /> NOTE: MUST EXCEEd THE 1NIdTH AND FiE1GHT QF TH�
<br /> 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 psi AND AN ALLOWABLE qss�nna�v,e��afta,NCE aoTH anrsi�F arva ouTs�p� Revisions:
<br /> 3. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS
<br /> PRESSURE(S)AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIAL SOIL BEARING STRESS OF 2,000 POUNDS PER SQUARE FOOT. TO COMPUTE R�ann nnus�r a�su��ic���vrTo REnnavE AssEM��v
<br /> BEARING ARERS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, iNTACT�THE A5SEMBtY MU5T a�FuuY ACG�SSIBLE
<br /> SPECIFICATIONS. (2FT MIN HORfzaNTAI CLEARANCE To ALL WALLS Sheet Title:
<br /> 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE USE THE FOLLOWING EQUATION: BEARING AREA = (TEST ,4r�a oR EQu�Pn�Et����o�t TEs��r��AND�E��4�Rs.
<br /> PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS PRESSURE/150)x(2,000lSOIL BEARING STRESS)x(TABLE VALUE). , ? WATER NOTES
<br /> STANDARD DETAIL. ������ � � ,.-, G. FLUSHING CAPABILfTIES(V1UST BE PRflVIDE�W(TH A
<br /> � � _ p r., ,,.�-{� Z"FLUSNING L1hdE Qt}WNSTREAM OF ASSEMBLY TO
<br /> CONCRETE THRUST BLOCKING _ � = OUTSIDEORSUFfICIENTLYS}ZEDINTERNALDRAIN. AND DETAILS
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<br /> 4 � `�' {� ��-�� H. Wl�ERE ASSENiBLY IS TQ BE LOCATED ABOVE
<br /> NOT TO SCALE � EXTERNAL t�ROUNp LEVEL,ALI.BENDS REQlJfREp TQ
<br /> '-� � �� l�WER INLET FIPE TO RRQVtG�E REQUIRED EXTERNAI� Desianed bv: Drawn bv: Checked bY;
<br /> `� � �, � GROUN�CUVER 5HALL BE FLANGE FITTINGS CDR BE
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<br /> '� � `�.,� ��'r'r�o w��`w r�o�izorvYa�.arva�r�R��ca��r��usr BEB BEB/TDW STK
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<br /> : ua � � ����5� i. THE R(lON1 SHOULD BE INSULATED WITH R-19
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<br /> �NsutaT�otv QR��EAT�R ANa H�AT���o A�c�v� CITY OF EVERETT Sheet No.
<br /> O ; ' � ��� FREEZING.C3NLY CONSTRl1CTl()iV MA�ERIALS THAT �.E En Pue�ic woeKs uenanTmeNr
<br /> � Q �' ,� \ CAN W►THSTAND dCCASI�NALSUBMERGENCE Will
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<br /> � /� �.- �����'�`f�� �� �����-����� DOUBLE CHECK DETECTOR �"'V�M�
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<br /> VALVE ASSEMBLY 523
<br /> �l\.�A�3'�&L�RGF0.5FRVICE�.NYI�E:n BL:IIDING
<br /> Knowwhat'sbelow. DOUBLE CHECK DETECTOR VALVE ASSEMBLY --- '
<br /> C111 before you dig. � NOT TO SCALE s of �o sneets
<br /> DATE: May 18, 2018 FILENAME: Q:�201712170746\10_CIVICAD\ SITE PERMIT\2170746-SH-DETL.dwg
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