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8"x8" CONCRETE COLLAR
<br />TRAFFIC VALVE BOX LID--
<br />CHRISTY C280 OR EQUAL (MARKED WATER)
<br />F1,141SHED GRADE
<br />TRAFFIC VALVE BOX-
<br />CHRISTY GI2 OR EQUAL
<br />EXTENSION-- i' -
<br />CHRISTY 1681 OR 1683 OR EQUAL Pl ASTTC CAA
<br />a ,
<br />2" GALV. RISER
<br />2"SQ. aperaling Na-1
<br />CAP-TIFCO NO. 60 OR EQUAL
<br />WATER MA141�
<br />.r' ,p•, i r � n
<br />r _ R
<br />v•.e•' a .q• _ o
<br />i
<br />2" BRamZiE PIPE
<br />2" DRONZE GATE VALVE CONCRETE THRUST BLOCK
<br />2" GALV STEEL ELSOW, 900 BEND (SEE TABLE FOR SIZE REQUIREMENTS)
<br />NOTES: '
<br />LCONCRETE THRUST BLOCKS SHALL BE POURED} AGAINST UNOMTURRED
<br />SOIL AND BACKF1LL TAMPED THOROUGHLY.
<br />2.RISER SHALL BE CLEAR OF VALVE BOX THROAT.
<br />3 8"x8" COLLAR TO BE CLASS "3" CONCRETE AND TO BE CONSTRUCTED
<br />TO FINISH GRACE AFTER STREETS ARE PAVED.
<br />STANDARD WATER LINE BLOW OFF
<br />CAST IRON LID WITH RATTLE -
<br />PROOF, MACHINED SEATING SUfiMCE
<br />CHRISTY NO. C27S" OR EQUAL
<br />FINISHED GRADE
<br />$'
<br />1--!/e" ---� RESIDENTIAL FIDE HYDRANT TO BE "RICH 950" /-2yz" 1- ¢yit"
<br />�r OR OTHER AWWA" APPROVED EQUAL, (SPECIFICATIONS Fk STYLE) '
<br />d 7
<br />4�= # ,..s'.x ;``o _ VARIABLE
<br />Sir
<br />���i� f(�� ~
<br />���j��� �, cif = �
<br />i!j� �,�7I ti- .�.•-� 8"-----w:f
<br />d,
<br />CONCRETE COLLAR
<br />EXTENSIONS
<br />VALVE
<br />BOX: "CI'.R1STY NO. G5"�/:
<br />OR EQUAL.
<br />NOTES,
<br />L
<br />VALVE BOX AND LID- SHALL. 86 " CHRISTY
<br />NO. G5" AND "CHRSTY NO. C27-'f OR EQUALS.
<br />2.
<br />ALL LIDS SHILL F.;: iE MIACHINE SEATING
<br />SURFA;ES.
<br />3.
<br />EXTEI`lSIO�INS SHALL BE AS 11ANUFACTURED
<br />FOR THE VALVE BOX SUPPLIED
<br />OR A.C. PIPS OF CORRECT SIZE MAY BE USED.
<br />4,
<br />CONCRETE COLLAR SHALL BE OF CLASS "B"
<br />CONCRETE AND SHALL. aE
<br />CONSTRUCTED TO FINISHED GRADE AFTER
<br />STREETS ARE PAVED.
<br />5.
<br />GATE VALVE SHALL. BE "KENNEDY HUB x HUB
<br />573X, HUB x FLANGE 579X, OR
<br />FLANGE x FLANGE 5GIX" OR "MUELLER HU3
<br />x HUB A-23210-24, HUBx FLANGE
<br />A-2320-26, OR FLANGE x FLANGE A-2330-6", OR EQUAL.
<br />6.
<br />GATE VALVE SHALL BE A-W.W.A. STANDARD
<br />IRON BODY, DOUBLE DISC, WITH
<br />N&I-RISING STE.I.
<br />STANDARD VALVE BOX
<br />�„ S�reef .Q��Y � � r�r•I va�� -; �r•a �r fr�
<br />Qau��e Cfisc% !/a/vim ,9Ssem b Ic�
<br />� �x�sfir�9 �raund Concrete /Ulster go,� 'r`'ac.��vell .�ilefer' i f�PC� rt9adel gQ5
<br />f-
<br />,67/7Gi"�
<br />goner" W 411ch
<br />d '
<br />THRUST BLOCK DESCRIPTION THRUST BLOCK S1Z.E
<br />DIAMET$"ie HORIZONTAL BEND WEIGHT
<br />r OF SURFACE THICKNESS AT
<br />THICKNESS PIPE AREA VERTICAL
<br />INCHES SO, F3 INCHES BENDS- LBS.
<br />6 OR LESS 2 8 1,700
<br />6 3 12 3.f]DO
<br />s
<br />SURFACE AREA to 3.5 12 4,600
<br />HORIZONTAL BENDS 14 5 I3 9,000
<br />16 6 i8 11,800
<br />450 SENDS
<br />6 OR LESS 4 12 3,200
<br />,�
<br />C1iRl,TY NO. C27 r �3 �. ; .:::I a 5 14 5,300
<br />VALVE BOX COVER OR EQUAL. �►
<br />(MARKED WATER) WEIGHTED10 6 T8 9,000
<br />r `�'-";rr'' =v,
<br />-BREAK OFF JOINT
<br />}� •r r:? •
<br />BLOCK LJ • ;�• :.e -v: 12 7 IB 13,QC0
<br />:� ::• tii/fat/I=���'17� 18 11.5 24 23,200
<br />CONCRETE ANCHOR � °.'Y%I 1''r '� � 900 BENDS
<br />"CHRISTY NO.G5" TRnFF;C BOX BLOCK � VERTICAL BE-NDS 6 OR LESS 6 12 6ADO
<br />& EXTENSION OR EQUALLL (SEE VALVE SOX DETAIL.) 6" A.C. PIPE THICKNESS B 8 I5 10,700
<br />I0 10 18 15,7CIO
<br />12 12 1a 24,000
<br />14- I8 24 32A00
<br />21 24 42,70rJ
<br />r7
<br />_ANGER BY RING-TITE ADAPTOR CONC. THR�.'S7 BLOCK - Z TEES a DEAD ENOS
<br />`.. '. '
<br />(AS REQUIRED) f r, SURFACE
<br />s SQ. Fx I�11N, BEARING A •_ •. r.? � 6 OR 1_E55 3 12
<br />AREA AREA
<br />ANGEO OR FLANGED BY R:NG-TITS GATE VALVE I 4 a:r` g e. E5
<br />40.1I TEE OR EdUAL �,rirrv��;�' r:1�_. 10 6 IS
<br />AIN NOTES, FIRE HYDRANTS � 1z 8.5 18
<br />I. FIRE HYDRANTS SMALL BE PLACED WITH 14 11.5 24
<br />HRUST BLOCK ��
<br />3 5Q, FT. MIN. BEARING AREA 4-Ilz OUTLET PAGING D;RECTLY TO1A'AT�[7$
<br />THE STREET. r.I I6 15 24
<br />• THICKNESS
<br />2. FIRE HYDRANTS SHALL BE CLEAN AND �3 � NOTE.
<br />FREE OF CONCRETE. =;N
<br />l �3'sr7A• r,:fi'��, = r,�--- ALL VALUES SHOW# ARE MINIMUM • FOR
<br />1 A HYDROSTATIC PRESSURE OF 150 P.S.I. SURFACE
<br />AND A SOIL RESISTANCE OF 2000 LBS/SQ
<br />AREA FT. WITH PIPELINE A MINIMUM OF 2 FT_
<br />�- - � o a • '�- n :: •'Irr
<br />OF COVER.
<br />STANDARD FIRE HYDRANT DETAIL
<br />S J: iACZ AREA
<br />EE'S cf MEAD EDS
<br />STANDARD _T_HRLiST BLOCK
<br />REQUIREMENTS BLOCK
<br />-
<br />- *--L r75 v 2r
<br />end Tee rwtfh flar�gea'
<br />(T) Canrwecl`iort ,9d�p r �X15fIrJ� I2 ACp Ccn hrusf -� outlet
<br />314 " or 2 " Bch qDP/u ly�f er lire c,L �_ ---- -T
<br />NYC-
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<br />rtlOT� 5 .U�rnber red d 23 2 23 2
<br />ll.,511c ]e r 3i ,, jI 5erv�c�e shall c5e u/lr� high e, v1ce 5�doIle cl�rye .TamesJar�es T- 979 wn,e Mae/ller IV - 11�165 c9
<br />male scalar weryhf
<br />Pclye 112 /erg e as mars u cfraren' �� "QrrS�Q �� CvrPDra Or) 5/,Op ,%amen Jones T-.��D2 James James J IS�D 1 Mueller' H 15CCO5 M u e .'l er •11 I0OAS flu 6.�- �Iarlyeo'
<br />�ur�ter-
<br />�ress ure ra�i•�, y o� l� �,os�. - -
<br />Co�ne cfior� �filue/Ier 114 Cotr�P Nl u e filer• �rr� a -fife .Mueller /ItJ Ca�� � �
<br />.� Copper P�Pe for 2.,_%9. ser�Ic e Sha1I 6,! '!C" Cg�t.. r4o'apfvr �lJone Car. H 1.542 C'ont7. 1� �54-28 _ �CJeav �2 " ASP wee.: n�
<br />Services v)ce or a�, roved eyu'ol Afl.fh mrr�im�r�
<br />pressure raa rr9 o /T5 �sr_ ,Dart Jones 2p2 ha s �Ivr�Fs �I.s27-F dueller �1-1-42r9 mueher H-1_ti276
<br />.3. Corpar� orl s aP Shall have C"4r�DordTiora cocl� 1hredds Ar19Ie 'fop w/ J,l liner �)- 2b?&,,, wvloalhl tr 16-1larwYe wl oulld .refer I` .12gc,
<br />4 gr2gle sf�n -5 d// eve s'�ir�ef Sul and %c.0 r ir79s _ e fe r - ., � - se -
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<br />fa � �Iefer 8oX Chrisfc�.Ghrrefr� &
<br />f W/ �0-IS 11V w/ E-70 /fc7'• wf Car)c. Iid w,`ccrtc. :id [
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<br />JST�trj 9esi�r�a ior� 7J--2239. a, order 5elaera4ely 5�dndar�arcesrary 1 �r�'er 5epe`a:Ar-ly � an�ary asses a•y GYo�fer �is�r��'f� hlenry 1/IcN/urry, r�'lan�yet; (2d9�
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<br />PP y c�'u.-:ry abovei.e-�•� I� exlb'I`in Iir�e, �r�d also
<br />m a feria / an the except the A'FR c AA911�11 jonl� vl vy"/ 80•5 -,t`'aii l.hircl C -C • �"L �'alr;,r�i. �' _C- 24DL fvr ,fie 1;12 le exl: ' Ihg I.Or] 190� Weis .�oao!
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<br />R. W.
<br />& ASSOCIATES
<br />'°B NO. //92
<br />SHEETR
<br />OTf�B
<br />❑ATE
<br />C O N S U L T
<br />I N G C I V I L E N GI
<br />N E E R S
<br />3S9"`-
<br />.. ,r f. ••��= -Y.� ��' r ,, -:, . ._ ._ r
<br />F.B. NO.
<br />....
<br />4045 CORONADO AVENUE,
<br />STOCKTON, CALIFORNIA 95204
<br />DRAWN
<br />jt1Z
<br />OF
<br />I�.
<br />•"- -,�
<br />R.C.F. No
<br />DESIGN�. f-
<br />r , ` /
<br />f FILE IV"
<br />CHECKED
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