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<br />CONCENTRIC CONE fL AMANHOLE BASE WITH
<br />INTERSECTION SEWER$
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<br />SEC 7-/C(V A 4,fA,r
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<br />CONCENTRIC SHOR-T CONE
<br />(AHERE SPECIFIED IN THE PLANS ONLY)
<br />kJwo� c'-11,1Aed roc* 41eP011y
<br />or
<br />SAWTARY
<br />sc*PR yyx 5e.we', 5"17, ,W/,V
<br />FY STANDARD MANHOLE
<br />.'re
<br />?X,
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<br />SEC rION
<br />x,
<br />�/ O'Nye 7ee
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<br />AWFA,7O/e 'Orr ire r,,d co,er a-11*'// 5e a e-WIx
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<br />MANHOLE FRAME AND COVER
<br />,ej�� fla'ea'eol .wrlO,, . ..... .......... 4"'t
<br />�9ex 0, C./ Corer
<br />'904"c/e PL 4N
<br />SERVICE LATERAL B7-VCLEANou-r
<br />Ile rle/ef
<br />ro ef",01,9,o.tr'ny
<br />re w /,M e, y w 4 C /s rreef ex's //,1j
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<br />A14 5,1 C r ON
<br />/V 414.a4, AAW ",4Ve`V ARBA l /N -.4$,FA46AN.1
<br />-TYPICAL. TRENCH SECTION
<br />2F,4 r
<br />6-vw' ca,'
<br />47e ,e
<br />Xr_,n,rveyq 7`o 'Orler �',, 6/'O/
<br />00,eMel,$O`Cr',,11
<br />Aar a rea/s n.; rr ann' a nee rpo4rf !Jeer Z,1r' 4C
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<br />far 4 /,/1 l7C
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<br />iVhf' MW' a/
<br />'42VC s"U, 95 W'a, rw/
<br />seer1�lpe 495 C4 Ile /1-11 0,,Pe al ie,V M�
<br />le (e e e le C I.I r 11 e is Ire
<br />jorel'I"es, Pn,e fef Cyr 'md4eat^ e,(5D9 35)
<br />ie,vlce
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<br />e co A a5 Sp R L7 -3,,5
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<br />5,aec,d/ 6feaoly 1noo-,leV
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<br />Arla�4 2 z X 0, 0 e"eP,iA 0
<br />- - - - ------
<br />pip&
<br />�Oe,�ed 4eaa'l�y - 17 Z7 's'de- 0�
<br />F L E X 16 L E PIPE
<br />DEWATERED
<br />BEDDING CONDITION
<br />19
<br />APPROVED
<br />as to (Ire h y d r on Metall,
<br />Ile?
<br />FIR 5 CHIEF, MANTECA -LATHROP RL JR AL FI R E I S T R I C T
<br />7-
<br />V)
<br />9 7_� APP R �OV
<br />A P P R 0 V E D__--.--
<br />1
<br />r
<br />l_ATH OF' COUNTY WATER DISFRICT
<br />FAINT10 ON OMPO F40, 1000H COEARPRINY
<br />Ts 4_1
<br />;:
<br />ler ',0,4�ecf
<br />5ECrIGN A - Al
<br />-----------
<br />A
<br />i7
<br />- - ------- _- - __
<br />F'!_ A /V
<br />LAMPHOUE RING AND COVER
<br />2
<br />Pt AN
<br />7
<br />45
<br />ENO VIFW
<br />CL EVA T�
<br />LAIMPHOLE
<br />SECURE TRACE WIRE
<br />TO ANGLE STOP---`,
<br />TRACE WIRE N. 14 Go.
<br />SOLID COPPER & COATED SIDEWALK -\\
<br />STREET PAVEMENT
<br />77 7" "MIN.TO AVOID Co
<br />LINDERGROUND 6
<br />SECURE TRACE UTILITIES
<br />4
<br />WIRE AROUND
<br />FITTINGS ANGLE sTop -JAMES
<br />JONES J-4202 OR ---
<br />2 nN, EQUAL a JAWS JONES
<br />STEEL LINER J- 2606
<br />30M14, OR EQUAL.
<br />za
<br />MUELLER INSTA-TITS
<br />ADAPTOR
<br />OR EQUAL
<br />'"_'� CCIRPORATION STOP, JAMESJONES 5/8 DIA, X36 " RE13AR
<br />J-3402 OR EQUAL AND JAMES WITH 2 HOSE CLAMPS
<br />,JONES LINER J-2806 OR EQUAL, 120 APART,
<br />TAPPED INTO MAIN,
<br />'-WATER MAIN 111.3/4" or IBB
<br />SERVICE PLASTIC PIPE
<br />SADDLE
<br />N 0 T E S
<br />I PLASTIC PIPE SHALL BE 3/4" I,Q,ULTRA HIGH MOLECULAR WEIGHT (UHMW) RE, 3308
<br />CS 255-63, POLYETHYLENE AS MANUFACTURED BY"DRIISCOPIPE", "OR AWEBURG" OR
<br />APPROVED EQUAL WITH MINIMUM PRESSURE RATING OF 660 RSA,
<br />2 CORPORATION STOP SHALL HAVE COPPORATION COCK THREAOS.
<br />3 ANGLE STOP SHALL HAVE SWIVEL NUT AND LOCK WINGS.
<br />4 SERVICE LINE SHALL BE INSTALLED BY DEVELOPER FOR NEW CONSTRUCTION,
<br />5 WATER METER AND ME -TER BOX SHALL BE INSTALLED BY THE DEVELOPER,
<br />6 RISERS SHALL. BE VERTICALLY PLUMBED.
<br />7 SERVICE LINES SHALL BE 314' MINIMUM FOR SINGLE FAMILY RESIDENCE
<br />'AND SHALL BE I" MINIMUM FOR DUPLEX UNITS.
<br />8 SERVICE SADDLE SHALL BE REQUIRED FOR ALL SERVICES,
<br />(SEE NOTE 7 STD, DWG, W-0
<br />9 SERVICES LARGER THAN C SHALL BE APPROVED BY BOARD,
<br />K) MUELLER INSTA-TITS CONNECTION SHAI...L CONFORM TO A5,T.M. DESIGNATICIN 0-2239.
<br />Aloel*g�_Ie
<br />--- -------
<br />Z+T
<br />7"
<br />_X
<br />7
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<br />7, 77 ..:�1
<br />ell ll�'11'41211r~ 1"� Z
<br />"'1412, 14e
<br />..... . ....... .
<br />eloalvive- 41. Alav A(_ /W1
<br />REVISIONS
<br />--- -------
<br />DESCRIPTION
<br />2" Square Steel Valve Nut
<br />301V Pipe
<br />:kfill behind
<br />haro oghly-
<br />PLS
<br />N
<br />Volvo Box, Frame and Lid,
<br />Christy G-8 Traffic Valve Box or equal,
<br />M)
<br />2" Cap
<br />Fasteners rl
<br />2" Gaiv Nipple
<br />fi
<br />2" Square Steel Valve Nut
<br />2" Golv Street Elbow
<br />2" Stamdard Gate Valve
<br />ELEVATION
<br />V11
<br />OR OTHER "AWWA"APPROVED EQUAL (SPECIFICATIONS a STYLE)
<br />COMMERCIAL INSTALLATION RESIDENTIAL INSTALLATION
<br />COMMERCIAL FIRE HYDRANT TO BE "RICH 960" (IN 10' SIDEWALK) (BEHIND 5' SIDEWALK).
<br />OR OTHER "AWWA" APPROVED EQUAL (SPECIFICATIONS a STYLE)
<br />VA R I A D L E
<br />p VARIABLE
<br />z 1 GBb
<br />LSIUD
<br />"CHRISTY NO. C273"
<br />VALVE BOX COVER OR EQUAL
<br />z
<br />T
<br />1' -
<br />(MARKED WAT E R) BREAK OFF 001
<br />I
<br />4 T
<br />YV;
<br />_7KE:11
<br />CONCRETE ANCHOR
<br />tHRISTY NO,G5" TRAFFIC BOX BLOCK
<br />a
<br />EXTENSION OR EQUAL
<br />(SEE VALVE BOX DETAIL)
<br />6 AC. PIPE , 1�111.f
<br />o;
<br />FLANGED BY RING --TETE ADAPTOR
<br />CONC.THRUST BLOCK
<br />(AS REQUIRED) 6 SQFt MIN. BEARING
<br />6"FLANGED OR FLANGED BY RING-TITE GATE VALVE AREA
<br />TIFCO NO, I I TEE OR EQUAL
<br />WATER MAIN NOTES,
<br />CONCRETE THRUST BLOCK 1, FIRE HYDRANTS SHALL BE PLACEO WITH
<br />3
<br />SD, FT, MIN, BEARING AREA 4-1/Z"OUTLET FACING DIRECTLY TOWARDS
<br />THE STREET,
<br />2. FIRE HYDRANTS SHALL BE CLEAN AND
<br />FREE OF CONCRETE>
<br />4'- 0' - ------
<br />SECTION A -A
<br />CAST IRON LIQ ATH RATTLE-
<br />M,001F, MACHiNED SEATING SURR E
<br />-'JCHRISTY NO. C27117 OR EQUAL
<br />a.
<br />14-V4"
<br />CO TE COLLM
<br />10-3/8'.
<br />_,._._-SEX T EN S 10 N 3
<br />22-I/2 06ENDS
<br />6 OR LESS 2 8 1,700
<br />3 12
<br />3poo
<br />SURFACE AREA 10 3.5 12 4,600
<br />12 4 14 6,600
<br />HORIZONTAL BENDS 14 51 IA 0 ()nn
<br />WEIGHTIED
<br />BLOCK %
<br />VERTICAL BEENDS
<br />THICKNESS
<br />FIRE HYDRANTS
<br />16 6 18 11,800
<br />450 BENDS
<br />6 OR LESS 4 12 3,200
<br />8 5 14 5,800
<br />10 6 Is 9,000
<br />12 7 1EI 13,,f.TO0
<br />14 24 17,000
<br />16 1 L5 24 23,200
<br />900 BENDS
<br />6 OR LESS 6 12 6,000
<br />8 8 15 10,700
<br />10 10 18 16,700
<br />2 12 2 e,,Ooo
<br />14 18 24 32 AOO
<br />6 42,700
<br />TEES a DEAD ENDS
<br />SURFACE
<br />6 OR LESS 3 12
<br />AREA
<br />8 4 W5
<br />. ........ -------
<br />10 6 18
<br />t2 135 is
<br />14 11,5 24
<br />1
<br />16 5
<br />THICKNESS
<br />NOTE I
<br />ALL VALUES S,iOWN ARE MINIMUM FOR
<br />A HYDROSTATIC PRESSURE OF 150 RSA,
<br />SLR FACE AND A SOIL RESISTANCE OF 2000 LBS/SQ
<br />AREA FT. WITH PIPELINE A MINIMUM OF 2 FT.
<br />OF COVER,
<br />SURFACE AREA
<br />E_ 3 a MEAD E IND S
<br />r11k1161&P1 10.*510411e el��41116�
<br />VALVE BOX- "CHRISTY NO. G
<br />OR EQUAL NOTE 5:
<br />I W MA ma C27gr OR rntv&j Q
<br />is
<br />L VALVE BOX AACI 1.10 SHALL" dr- klfl(ll
<br />2- ALL LIDS SMALL H1,44E NIACHINE SEATING SURFACES,,
<br />a EXTENSIONS SHALL BE AS MANUFACTURED FOR PHE VALVE BOX SUPPUED
<br />CR A,C- PIPE, OF CORRECT SIZE MAY BE USED.
<br />4. CONCRETE COLLAR SHALL BE OF CLASS "B" CONCRETE AND SHALL SE
<br />CONSTRUCTED TO FINISHED GRADE AFTER STREETS ARE PAVED.
<br />5. GATE VALVE SHALL BE "KENNEDY HUB sRUS 573X, HUB xFLANGE 579X, OR
<br />FLANGE x FLANGE 561X" OR "MUELLF,9 HUB xHUB A -23W-24, HUB x,FLANa
<br />A--2380-26, OR FLANGE x FLANGE A-2380-60, OR EQUAL.
<br />6 GATE VALVE SHALL BE AWWX STANDARO IRON BODY, DOUSLE DISC, WITH
<br />NON - RISING, STEM,
<br />is
<br />
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