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<br /> Vi ,nrinkIer Maiti To OitiIdinri T'o Be IleterlrtinaLic�rt Of Appropridte 'Pipe Q„ x 2 1/2" x 2 1/2"
<br /> variable AWWA C900 CL 200 PVC or CL50 Ductile Size I5 Relativfl To The 1)eiiiaod Of lire Oepartinent Connection � V o
<br /> CALP�COz"wiOE II Wt � = affig
<br /> f Iron Pipe or CL200 ACP (except 4") The Automatic Fire Sprinkler ,SysLem On A 45'Pattern W/Breakable < � i � " > Z
<br /> lN.4TER OETECT4R TAPE w/LocaLor Wire
<br /> And Shall Be Determined {'ursll,attL T Meta( Caps (Potter-Roemer x °a F-
<br /> 8
<br /> 1 NFIIA Pamphlet I3 And 24 #5950) ; z W
<br /> W W a E z 1y
<br /> Provide tamper swi Lchl std candu i t g h m W i S Ir
<br /> Vafve box, Frame and. Lid 0 to building r"° 2 < a
<br /> 4 GaIV. 43 Elbow.
<br /> gar f•4C/N6 025R IL-ANS Refer to Improvement Standord No. E-2 < � ! z = g
<br /> ,� Break-Off Joint ,1 m N Z s
<br /> 2 obovegramdilrle 4 x Close Galv. .Nipples a � W W o 1
<br /> t7 I!! 1 /NT��4�i�lEO/ATS 94C.Y�/LL- /TABL� �- < N W
<br /> riahrled Po,, L Indica Lor Valve W * 4 F
<br /> T,�IACEl21�f�/QE I &471- /F N,1T�/AL CDrL1PACTEI> •:.,:�1.�.�; © And Post. (fM-UL Approved) - 4" Galv, 90' Elbow---_----'
<br /> _ T4 95 dd �iv.4GG P,4vEaA,QFA�
<br /> Fd�i 21/ON- ![! ���� �'LSLC�yE�E- 1 Water Main Concrete Anchor Block t0" � �'t]51�IIVAn(j .`�eC,lJre(I I Il Of)e!Z. f' t �r � � W Z J i
<br /> ET<lLL/C /' 4 C��J1v. Nip1,1e— _ ,
<br /> P/PE. " I_enrlt.h= 30" d r o � L < Q
<br /> w u
<br /> • - V •, 6 pie • El" L.erIr c.IL11= fig 3/Q" - - J IWMI u W i t Fi-
<br /> /N/T/f�L 13" LEsrnti l ll= 69 1/4" Z < Z
<br /> B�CfCf/LG SANG, Flanged by R nq-Tito Adaptor Q x 4 Ga l v. t
<br /> L/6HTLr CG�GIGACTEL?, Cone. Ttvust Block- i As Required ) Coni, Thrust Block- I 1 Tee z ¢ ° ; z
<br /> • Refer to improvement 6" Flanged or Flanged by Refer to improvement FL 9t)" Elbow I L Detector Check Valve
<br /> f f Standard No. E-3 ` Fang-Tito Gale Volvo. 5landcrd Na. E-3. W10 Bypass
<br /> CO�LIP.4C7Z
<br /> z `Tifco No. I I Tee or Equal. 4" x l 2 Ga l er. Nipple
<br /> W/4 Ga.ly. Cap
<br /> 171)
<br /> 0 0 Wafer Check Valve
<br /> � " - — (FM-UL Approved)
<br /> I. Fire Hydrants shall be placed with 44 r/z outlet facing _
<br /> directly towards the street, - --- Flanged Tee
<br /> 2. Fire Hydrants shall be clean and free of concrete. Grade
<br /> �" 14 l' 1�11 r.1 1il- IIS t�'ItT-*"Y]-�1sll! �i=111 siT�lll'-�111F1�t=.lkl. ,`�tx l. lT '—�I1 M- 111' .jS1"_1� ..'ll`�11 =-11` 1=i11=+.11f-1Tjlr_..tilli.� til'
<br /> 3. Fire Hydrants to be American Darling Model 8-6Z8, Dresser M B H Style 929
<br /> ■_vaC gI A 57:;1 UN- TIT;- 11-271v'rl+gIwatiltlif�iltnr'sl-i�1411t� WJrt-III:(p� t_p it Eatisttl<111x1►1=111=IMrlligli} Ill rli III�EIf=tu�
<br /> WATER TRENCH 'Rekant o, Mueller "Centurion» or "Modern Centurion or approved equal I2-2in p
<br /> ai 1-4 Outlets) I`lanc#leci i)ueLi lc- iron Spool
<br /> Of other $isc as required by the local Fire District. To Ru i 1 d i ncg
<br /> :l 4 All Hydrants shad be painted OSHA safety yellow or as
<br /> required by local Fire District. ;� FL 90' Elbow
<br /> ¢ FIRE HYDRANT
<br /> 9 Concrete Thr-tlst.
<br /> i ° �"f�B]ack
<br /> � •
<br /> THRUST BLOCK DETAfLS
<br /> _ flrantted Ou LI e L Tee. Keduce-r_, olr ,�uo1
<br /> as• Max. •—cora, Iron Lld FIRE SPRINKLER R I N K L E R D B
<br /> ' • 1 ' i 7 OU LE HECK VALVE
<br /> W
<br /> ■ m • ''� * agile-proof, machined
<br /> seating surface
<br /> • �' • ...,• FOR ALL STRUT
<br /> LOCATIONS
<br /> •� .� •� - I' Min.--i
<br /> TYPICAL SECTION THRU a 1. - s-
<br /> DEAD END 2" Asphalt Concrete � 11t.
<br /> CAST -IRON BEND TEE OUTLETTHRUST BLOCK Finished Grade
<br /> THRUST BLOCK DIMENSIONS �'
<br /> A:
<br /> FITTINGS A" 81" FITTINGS A B
<br /> 6" LINE 10" LINE ' ; e-
<br /> 2Z 1�2' 1' - 6" I'- fi" 22 i/2' 3 _ „ 2'- 0" s FOR FF STREET
<br /> N
<br /> 4S• 2' - O" 2'- 0" 45• 4'- o" 3'- 0" LOCATIONS CU
<br /> � ~
<br /> 900 3' - 0 2 - 6 904 S'- 6" 4'- 0"
<br /> TEE OUTLET 1 3'- 0" 1 2'- 0 TEE OUTLET 1 4' - 0" 4'-0
<br /> Concrete Bose to be
<br /> DEAD ENO # 3'- 0" 2'-0" DEAD END 4' --0" 4' 0 around Valve BoK. �
<br /> Extensions
<br /> 8" LINE 12 LINE Concrete Bose not �O > N
<br /> 22 1/ • 2'-0• 2'-0" 22 1/2' 3'- 0` 3,- 0" necessary when Valve
<br /> 45' 3,-0, 2'-6" 450 4`-6" 4-0 in
<br /> Bot is located in back
<br /> " ,. " • — " " 4f sidewalk.
<br /> 90 a - 0 6 90 9' 0 4 0 o\
<br /> TEE OUTLET 3'-6 3'- 0 TEE OUTLET 5'-6- I 4'-0
<br /> DEAD END 3,-6" 1 3,-0 DEAD END 5 -t5 i 4'-O'_]
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<br /> NOTES 1. All thrust blacks shall be poured vi
<br /> against undisturbed soli and shall NOTES:
<br /> be Class "B" Concrete. O
<br /> 2 Thrust block dimensions were I. Valve box and Lid shall be Christy Na. G5, Brooks Na I R T or 4-TT, or equal.
<br /> calculated to allow o sail 2. All Lids and Grade Rings shall have machined sooting wrfaces.
<br /> bearing value of 1,000 pounds 3. Extensions stroll be as manufactured for the VoNe Bolt supplied or Pipe of correct
<br /> Per square scot.
<br /> size carr be used.
<br /> Z THRUST BLOCK
<br /> N75. 5 FIRE HYDRANT VALVE BOX
<br /> Al T5.
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<br /> 13M
<br /> D �
<br /> ErE..,r.
<br /> rn t i�iw /YIOUND ¢" TO ALLOW
<br /> s .
<br /> 11 FOR 6ET72-,E IEAIT W 13 U M
<br /> Groun4 Future �
<br /> Meter Boa Meter �, D
<br /> Bottom of Ditch
<br /> {,f an �' �_.,:::
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<br /> Slap `! -......_. / NATIVE B.4Ck)CIZL � Z �
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<br /> Connection dop -;
<br /> �A 36• R•tiar with N uNT ,5,4TED BLDG PAPE?
<br /> Cotlrlettion _
<br /> y Adaptor 2 hoe. clamps 12" apart
<br /> ' a �O 0�•
<br /> I Corporation W Min, Cover below bottom
<br /> i stop of ditch (it any) Q 3a o. 4" P1/C, PERFORATED
<br /> servile "
<br /> cirav 11 ot larger Rf nn30 �.%" G1/,45flED 0�4A/N retxK
<br /> l]ouaie Strap) , a
<br /> NOTA
<br /> I. Plastic opO up to I�°I.D. cervica shall be ultra high molecular weight E UHMW 1 v �1
<br /> Polyethylene as manufactured by "Drlscopipe', "Orangeburg` or approved equal
<br /> with minimum pressure rating of 160 psi.
<br /> Z Plastic pips for 2" I.D. service shall be P B 2110 Polybulylene or approved r.
<br /> equai with minimum pressure rating of 160 psi,
<br /> 3. Corporation stop shall have corporation cock threads.
<br /> 4. Angle stop sholl have swivel nut and lock Brings.
<br /> 5 Angle stop shall be vertically plumbed. "
<br /> 6. Size of service line shall be as required by the County '•w„w.*"`r
<br /> _ TM Designation 1? 2239. Irv�,
<br /> r a• '•«�j ,.
<br /> 7. Muelier Insta lite connection shall conform to AS Designs o GEORGE
<br /> e WARREN It e
<br /> 3 WATER SERVICE
<br /> DRAIN FIELD -- LEACH LINE DETAIL "� i �"' �
<br /> IV Ts. CivIL: �
<br /> o -9 NTS -g
<br /> WARREN CONSUL--ING ENGINEERS WATER T
<br /> � ER & SEINER DETAILS
<br /> 5777 MADISON AVENUE, SUITE 120D.
<br /> Z SACP,A,�+1^INTO, CR,95841 f9'aJ 349.3225
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