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. _ .. _. _.. _ __ __ _ _ <br /> _ T ___ __ ____ ___ _ _ <br /> _ _ _ _ __ _ _ ___ . ___ _ _ _ _ _ ___ _ _ _ _ _ � <br /> _ _ _ _ ____ _ ____ _ _ _ �_ <br /> 2 1/2" FITTINGS WITH A RAISED LETTERS 5 , ' <br /> CLAPPER SIAMESE. <br /> 5" QUARTER TURN "STORTZ" "AUTO SPRINKLER" <br /> � <br /> FITTING WITH A 45� BENo. P CJ RT I 0 N O F S E C . 8 TW N . 2 9 N . RG E . 0 5 E . W. M . �� � � � ��� <br /> SCHEDULE 40 ' ' <br /> GALVANIZED STEEL <br /> 18"-48" 2 PAINTED RED WITH WHITE <br /> ADDRESSNUMBERS CITY � F EVERETT SNOHOMISH COUNTY WASHINGTON . ■ : <br /> 3 „ �� �� � � <br /> 18 x18 x8 <br /> CONC. BLOCK <br /> TACOMA • SEATTLE • SPOKANE • TRI-CITIES <br /> - SCHEDULE 40 �QTE� <br /> GALVANIZED STEEL 2215 North 30th Street, Suite 300 Tacoma,WA 98403 <br /> - ig�r �g�� 1. CQNCRETE SHALL BE CLASS 3000. <br /> WRAPPED WITH 6 253.383.2422 rE� 253.383.2572 FAx wwvu.ahbl.com wE6 <br /> MIL PLASTIC €�i� 2. INSTA�L 1/2"x4"EXPA�VS104V STRIP ARbUND HY�RaN7. <br /> �_� <br /> `. 3. GUARC3 POSTS SHAL�BE 6°[.4NG,9'"iN DIAMETER Pro iect Title: <br /> PaRTS � � _ �aECAs�r cc�rvc��rE p����an��, �,�a�an�sc��a, <br /> � � ������T� ����������5�5�������� ��������1�� G LAC I E R <br /> A. HY(}RANTS AND ALL NIATERIAl.S SHALL CC7NFtiRdv1 T� � � � TWO COATS 0�KEILY-MOORE Ll1XLlTE Q,D.ALKYGI <br /> F I RE D E PA RT M E N T AWWA STAAiDAR05 AND SHAIL BE flf STANDARD `~i� ,�;, ��� GL055 E�tA(41EL#6104-516 CAT YELLOW OR CITY <br /> C O N N E CT I O N �D� ����FACT�1€tE(MIJELLER SUPER CENI'U�ifQN#25Q, � � - j;} - APPRQ��a E���,�� P EA K AT <br /> ( � WATER(7U5 PACER#WB67,C3R CfTY APPROVED �`'� <br /> � EQ,UAL�. � � I ~ ', 4. TQP t}F GUARC3 PQST SHALL BE LEVEL WITH TC7P OF <br /> 1 NOT TO SCALE � �r � <br /> � P�M�E���a�. RIVERSIDE <br /> 8, 5-1/4""JALV€MINIMUM. ' <br /> �, �Z"CRUSHE[7 5. VALVE MARKER PflST SHALL Bf 42"�(?RTABLE TRA�FI� <br /> C. 1-1j4"C3PERATPN�i NUT AN�CAP NUT FQR 2-1/2" � 5����`���� DELINEATDR PC}5T WJTWQ REFLECTC3R STR#F'S. THEY CHef1t: <br /> P��T� �^„ � 74P CGURSE SF4ALL BE FUftNISHEQ NEW AND UIVUSED AND BURIED <br /> ��'� za�� DEEP,r���av� �s°� �x�as��as a n�a�����c�sr PA NATT4 N I <br /> t3. fVATIORIAL STANL�ARf?THREAD ON 2-1j2" POR7S. ELEVATIUIV PL,AN THE LETTER"V"AND THE DISTANCE TO THE VALVE <br /> � MAX RAKE, 1J4"PER FT SHALL BE STENCILEb C71�THE Pi�ST W1TH 2" HIGH DEVELOPMENT <br /> '�--'�'o� �RQM GROUND LEVEL E. 5'"STC3RZ F(TTING WBTH tVATl�NAL STANDARD THREAa iVUMERAIS,Wt�F{BLACK E(�AMEI.P�{f47. <br /> �``--.` ON 1'HE 4-1/2" �oRT. F��E �iYDRANT �C�NCR�TE �AD 6. VALVE MARKER PO5TS SHALL BE INSTAII.�D fOR ALL COMPANY, LLC <br /> F. IF HYI�RANT R15E5 TNRf�UGH CC}NCR�TE, USE VALVE5 LC?CATE�!N UfV1MPRC?VED�R EJNFAVEa 900 SW 16TH STREET <br /> EXpANSIOfV 5TFtiP AR�UND NYDRAIVI'BA'RREL,PER STD �SEE N�3ES 7.ANC7 Zl AR€A5.VALVE MARKER�C3ST5 SHALL BE SET A5 <br /> `f�� � PLAN SQ9. IN ADDITlON, INSTALLATfON�F THE DIRECTE�BY THE PUBLlC 1NORK5 I(�SPECTOR iN A SRFE SUITE 300 <br /> E HYQ�ANT C?R!PRfVATE PRO?ERTY SHRLL EQUAL�R AN�} REASflNABLY CQNSPICUOUS Lt7CATI�N. RENTON, WA 9805� <br /> � EXCEED THE STANaARDS FOR INSTALI..ATICIN OF CONTACT: DONNIE BELK <br /> PUBLIC FIRE tiYDRANTS I�1 THE ClTY flF£VEREi-f. 7. VALVE MARKER PC3ST5 ARE NOT REQUPREID FQR <br /> GUARD PpST�,, -GUNC HYDRANT PAD AUXiLfARY HY�RANT VALVES. <br /> ' � �'��''�., ` Job No. <br /> "� TRAFFIC SAF€T`! ;�-- VALVE BOX AND G. PRC7VIDE fpR VEHlCUIRR TRAFFIC PR�TECTIC7N WHEN g � "� �`. <br /> ,,�''��FEATURE BREAK-QFF EXTENSIC7N PER 3 NECESSAR�f PER STp. PEAN 508. C4.2 <br /> (� FCANG�, BREA�OFF >' r COE STD�p5 C4.1 � �5„ 2170746.10 <br /> �''� � NUTS AN[3 BE�L.�S �,'+ H. ST�AMER PORT TO BE FAC�NG STR�ET flR Rt3AUWAY �._..-� <br /> `�.� �' FtJR FIRE ENGiNE ACCE55. � <br /> r�` '� Issue Set 8 Date: <br /> � ���\� ��y� � k � � <br /> `���'�"� i. BREAK-DF�FLANGE 7Q BE 2"�4"AB�Vf GRC]UND 'd' � _ � <br /> Dk�CTILE IRON TEE IEVEL. a � '1� N � <br /> z � <br /> 1/2 CU Y�LNA5HED ROCK F� r � � �(MJxMJxFLJ OR • - <br /> G � � `` � � PERMIT SET <br /> " TAPPING TEE(FL} `° � g <br /> 1-if2'"MI�lUS - � <br /> � � ;-R£TAIEVER J. I�STALL CQNCRETE FAO AROUNa HYDRANT IN 3 Y � a �, ° <br /> �` GLANDS- UNPA'�ED, SaD AND ASRHALT AREAS PER STD.PLAN Y --� � _ --- <br /> C4.2 ° �+ <br /> -l��` � �'` '�ti, , ? 50$. � � 9 I �r <br /> �� J � ���"� � �`�� z � � � 5/18/2018 <br /> ;�; � ,: � � '� � K. HY[}RA�iT C(7N�lECTIQN RIPE TD gE DUCT1i.E IRQN � � � <br /> CLASS 52,�INY INTERME[31ATE)(7��JT�70 BE MJ Vt�ITH � � ��" <br /> ��f�' � .� � ° ��^ .�_ RETAlNER GlANDS,tlR FIELU LOCK GASKETS, � � <br /> /' . . �, ti....� I � n F . � <br /> � �� � * � �: � � j �� 1%f�j l. FlRE�IYDRANTS SHALL BE PAIfVTER W{TH TWO CC7AT5 ° ELEVATIGN f,�f P(rA(V <br /> ���f `,,� ���� �,-.�' f� a <br /> �.��..-�,, �. � � / { , OF NIGF�G LfJ55 CATERPILLAR YELLOW,,LI�XLITE y 6UARb PQST� �T <br /> f � #6100-516�OR"RUST-C1LEUtvi"#17448 t3R APPRC3UEt7 Z �r <br /> �/� EQUAL.THE P(}RT CAPS WiLI BE RAIi�TED BIACK. � i , CITY C�F EVERETT �4,�`�iIEW�/� <br /> ` � FfRE HYQRANT GUARD POSTS � �� oF w�sBl ' � <br /> � VALVE MARKER POST �'°"`E E"� PUBi.lC YIIQRKS DEPARTMENT '�$ '�'C�'� <br /> �Uhtt315TURBED EAf2TH 18"x 1$"x 4" GATE VAIVE M. PRC?VIi�E F�fi�k NEINIMUM Of 3'CLEAR ZONE ARt7UIVf� " <br /> HYt}RAV�17'. o�, {5EE Nt7TES 3 AIVD 4) } ,, -- �.",,.•`�" �: _ �°,.,.�" �,." � . . <br /> W� xvAN 5�95t 19 HfRI PAiiti'JI6H�i,M WRB <br /> CQNC BLOCK (M1 x FLJ 1 (SEE N�1TES 5,6 AND 7 12/3a/201b <br /> �IR� I�YDRANT C+�NC. , ���� ..,���.� � <br /> PAD, GUARD POSTS & �� <br /> CITY OF EVERETT �" <br /> t/ �� <br /> � <br /> �" VALVE NfARKER ��_ 5�� ���.��, ��31 T�$° ti�,w� ' <br /> . �'E�T PUBLIC WORKS DEPARTMENT ; ""'^ � <br /> �4_-L,.`,f� G.���w�,rM " 12{30/2016 � . �..._ _.�... . �� s � ; <br /> F�RE r.��....__.�._�.�_ <br /> HYDRANT INSTALLATIC�N F'RE"Y°RA"T �� w � sI°NAL � <br /> lNSTALLATION � 507 ; F I R E H Y D RA N T C O N C R E T E P A D os„g,zo,8 <br /> 2 NOT TO SCALE � NOT TO SCALE <br /> � �-��.. /�l��A��� �1°T�S STANDARD WATER NOTES <br /> ' ! _ <br /> � NOTES �Q(3,��j �_, r( � 1. ALl7EST CC}CKS MUST H,4VE BRASS PLUG5. <br /> � 1. TEE AND GATE VALVE REL2UIRED ON MAIN. A. UL-FM L15TEf3 SOFTSEATE�WA STATE APPROVED � �f 2, TEST COCKS MU5TFA�E UP OR StDEWAYS WH(CM A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED NOTiCE <br /> � � '; REoucEa PREssuRE BacxF�ow a55Enne1�X _.. l'_ _____ ___ _ EVER �S MORE ACCEssiBl�E. EXCEPT BY MEANS OF AN APPROVED BACKFLOW Kmuna+a�n�sooa�rswiNvun�hn� <br /> �' <br /> --- <br /> ; � � , 2. ALl TEST COCKS MUST HAVE BRASS PLt1G5. iM1�GLt1nING:�-0.5.&Y RE51LhENT SEA'FED GATE ��x rvo soun�.aisuGna a� <br /> PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, n+soar�roaFs►aro�c�h�au� <br /> b ; VAlVES,RND TEST CO�CK�. � ; 3. PRC}V1DE NQfd-SLIP SURFACE ON ACCESS HATCFi qw�p�ts N n nrs ooa�T�s�t u� <br /> (�����rya a � I � ' 3. MAXIMUMHEiGHTOFA55EMBLYISFlVEFEET , 3"MIIN � ' IFVAULTlSLOCATEDINPEDESTftIANLNALKWAY. TESTING, DISINFECTION, ANDRECEIPTOFSATISFACTORY a�rw�tn�Rto�croEx��nNn�m�e�nnc <br /> �"�u '� � UNLESS AN C)5MA APPRQVEQ PLATF�RIUI IS 8, U N I-F I A N G E W I T H 5 E T S C R E W S a R M!x F� ; ;y`-- T� �o ' B A C T E R I O L O G I C A L T E S T R E S U L T S. ��ro�u������� <br /> � PROV3DED. AF3APTt7R WItH MEGALI�G OR GALVANI�E[} '� ' <br /> i ; � � SHACK�E TO MAIN VtJITH 2-3/4"RflDS,oR M� i ���:�, � ' B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE <br /> ' 4. MINIMUM fNSiDE VAULT NE�GHT IS 78",OR RS R€TaiNER GLAN�S. �-- ` � <br /> � � � ' ����ov�p sv r��arr u���.ir��s o�p��Tn���r. ' �- �` ���"� � MADE BY THE PUBLIC wORKS DEPARTMENT AT THE <br /> ' i„ ' ,�--E ' �' ,� <br /> i I � �+ � � , ,_: r DEVELOPER'S EXPENSE. THE PUBLIC WORKS DEPARTMENT <br /> ; r,� ; C. PRECAST CONCRE7E ENCLQSURE WITH 57E£L FLOW ' �;;�' 3�� MIN ` <br /> , - - ; s. r��r�R sHa�����Nsra���c�suc���ar ir cprv a� �acc�ss�aarc+�(as M,ar�uFacruRE�sv uri�irv ` ; - ti�' � SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR <br /> ______ ._��f�___-_ �-__--__ __._ ��Ao w�rHou�E�v�ERiN�vau�r w�r�,�ccEss v����ct�oR A��P�RovEa EQUA��,ABov� ° , z � i EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT <br /> � HATCH C7PEM AND WITHC�l1T ENTEEtiNG THE VAULT. �aRpUfVD INSTALLATiQNS WILL� BE PROVI�ED WtTH � <br /> �A}-�`� 6'-6`x36"5TE€t DooR FOR ACCEsS,THE EXTERidR ` � PARTS SHALL THEREAFTER DETERMINE THE DATE AND TIME AT <br /> 6. AI.i.DIMENSIONS ARE MifV�MUM CIEARANCE __ `� _ _ __ __ __ __ t ' WHICH THE CONNECTION SHALL BE MADE. � <br /> WILL BE RAfNTEL7 WITH AN A�PR4VED PAINT, , t. : v _ _ _ . . __ A. WA STATE APPRO'VED DCIUBLE CHECK VALVE <br /> REC�I}IREMEM1tTS. PROV1[}EQ WITH SUFfICIENT INSt1LATION TU <br /> PLAN �R�v€rvT FR��zin��arvo sirE wf��a�Q�ovi�Eo �asSEnna�Y. C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF <br /> 7. A55EMBl.Y REQUIRES CfRTIFtCP,T1ON U3�(�N __ . <br /> WITH A 6`HIGH SECUR3TY FENCE WITH PEDESTRIAN B, IN NON-TRAFFiC AREAS USE: EVERETT STANDARDS. <br /> IlVSTALlATION AND FtECERTIFICATION ANNUAE,i.Y BY A{VD VEHICLE�ATE�.SEMI-BURIE�IIVSTALLATIt}N5 <br /> ���£�• WILL:8E PROViOED W�T�t t3SHA APPROVEp P�A(v PRECAST CONGRETE VAULT(UTILITY VAULT CD � <br /> �..aQp��. ir�sYa����e�v SucH a w,4X As to r�oT Z33-��oR aP�Rflv���c�ua�)aR PuasT�c v��v� D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE <br /> INTERFERE wiTH iNS�AI.�ED EQUIPMEt�T BQX(4lTILITY VAULT Cf7 1324-12L OR APPROUE� CITY PRIOR TO THE START OF CONSTRUCTION. THE CITY OF <br /> �-{A i MA�NfiE�IAIVCE.PRov��E NON-SUP SUR�ACE t�N EQUAL) EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE <br /> C. IN TRAFFIC AREAS: <br /> '�F` �' accEss�ta�rcr���vau�T�oc,ar�[��rv p�QEsra►arv (� � z � a r�a�Fi��oaa�o�ax mus�r��us�o allo� NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT � <br /> - ,� WAI.KwAY. OF CONSTRUCTION. <br /> ,�` x �=�a LOCA7IQI�APPROVED BY THE THE C#TY Of <br /> �� .-`'f�F ' �' D, C3UCTILE tRON PIPE(SiZED A5 REQUIREQ)CLl'�SS 52. � � ��� EVERETT PRiC3R TO lN5TALIATION. <br /> / ;� _ - u�� E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT <br /> f ' 0° ^' = q D. IF A DAYL4GHT DRAIN CANNQT BE PROVIDED THERE <br /> ,,►' �. wAT€R TlGHT GROUT SHA�L BE USEO IN AL�vAUt�T � N(� SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A � <br /> ���` _ 'J ���y�T�p����� E MusT e�E A 4" MIN LAYER OF FREE DRAIMING PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS <br /> �-..- � � �RAv���TTH�Borronn oF Bc�x. DURING CONSTRUCTION ON A 24 HOUR BASIS. Revisions: <br /> \��, ' F, 2-C�ALVAN�Z�b AqJUSTABLE PIPE SUPPaRTS F(7R 2 <br /> � �'�, �'"^ 1/2"DIA ANL}LARGER PIPE. E. AiVGLES MAY BE IN OR�UT OF BOx SO LONG RS <br /> -��°�� � �� �' � � suF�iaErvr Roann is a��owE�a�EacH Ervo€oR F. MAINTAIN A MINIMUM OF 1 O FEET HORIZONTAL AND 18 <br /> (�-%� ��. � �`,` � � �. �Rav��.�flu�voarFon�,qs��4u���o. } � --{E� VALVE C3PERAT�R AI�D DCVA REPAIR OR INCHES VERTICAL SEPARATION BETWEEN POTABLE AND Sheet Titie: <br /> �` � S .f `-` N9AINTERIA�lCE. <br /> '` �; z '- ' � �'` � o ,��, NON-POTABLE CONVEYANCE SYSTEMS. <br /> ` � H. �RAIN SHALL BE INSTALLEf�WITH APPROVED A1R � , '� ` WATE R NOTES <br /> � �` � GAP(SEE STD 519}ANQ BE ABLE TQ BE BORE � ,' <br /> ��F� � � r ,. ; G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY <br /> sCCa.�_,p�_�` SIGH�'ED TO DAYLIGHT WHICH MUST BE ABt�vE - .,y ,. PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. ALL A N D D ETAI LS <br /> ^________-- __ . . _ . ,�y 14t1 YEAR fLt�C?U LEVEL, [?RAEfV WILL BE SIZED 50 � ,� FLQrN <br /> _.----- . ---------_ <br /> ,4 s T c�P R O V l D E F R E E G R A v i T Y D R A�n t a�G�o�M A x ` VALVE S, NEW AND EXI ST IN G, SH A L L B E A C C E S S I B L E A T A L L <br /> �_- - � _ -- --- <br /> o�� C,�aoa �c��cri. °oa�'c°��{�o' L�'„��;',�,�p�,'�.' C?ISCkiARG€OF RELIEF VALVE P�RT. z TIMES. <br /> ,�' ,, � <br /> r.�' ,F}J ��,� i. 3"�wt�v c�EaRan�c��Rortrt urvpE�si��oF vAUL�r � , ;� Desianed bv: Drawn bv: Checked bv: <br /> �' 3 � `� LID 7C]57EM 0�05&Y WHEtV Fl1LLY OPEN. <br /> ���� <br /> ,' a � % -� - BEB BEB/TDW STK <br /> � � � ��� -- �� i I; , ; �r T . -.4,, <br /> � '� � � � ' CITY OF EVERETT r � z --- - <br /> � �� � � �D� --�-E�--_ _._------- ...__..__. �_�--/ �� : -. ,}F� t�-� , �.� ��i <br /> � '`� ��--� � .°� � `""" ,�..�07 2 ll �� . � � � �� �' �� ��� � � ���'i�... PUBLIC WORKS DEPARTMENT <br /> � �- PUBLIC WORKS UEPARTMENT E �CITY OF EVERETT <br /> �p ��REDUCED PRE�SURE SF1@At NO. <br /> ,�' ���vaT�a r� �- ,� � 1 ,n� �,� �z 30 0��i <br /> 1�-,�.. 9 � E�EuaT�oN .� , 5�0 �� <br /> BACKFLOIPVASS€MBLY ; r��8 ,_.,, < DOUBLECHECKVALVE ��-�^-^-�•• <br /> � �� � . ____.__�RP6A�LLSiZES__ _- , a L� ASSEMBLY f <br /> � � �--'� (DCVF�)FOR 2-1/2 &SMALLEft SERVICE'�,_ __ __J, <br /> Knowwhat'sbelow. REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) IRRIGATION DCVA ■ <br /> Call before you dig. � NOT TO SCALE � NOT TO SCALE 9 of 10 Sheets <br /> DATE: May 18, 2018 FILENAME: Q:�2017�2170746\10_CIV�CAD\ SITE PERMIT�2170746-SH-DETL.dwg <br />