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Curb, Batter, and Edge o
<br />sidewolh pavement
<br />Street R/W I 3" AC
<br />pavement
<br />12-
<br />Metal lid on -
<br />- E P all meter boxes ' ' ''-s'
<br />- - t - 4 ,l \ Cost iron lid (all locations
<br />Christy C-20 I I //j .-
<br />-
<br />• lid, or equal ; i A ' .• I , %
<br />Exist. Ground
<br />I - 18 I , II ri</!! <r/ !r'i<!i<r rti' 1 c / '!! ' : Rattle -proof, machined
<br />Bottom of Ditch Christy B12 box, i 4 1 .''I- `'' seating surface
<br />(if any) or equal meter I 1 '•t' FOR ALL STREET Stone
<br />box- Meter I ` --6'-- .:' O r < LOCATIONS — Plue Reflective Pavement Marker . _ 6" 14 1/4" 6" arracc ini
<br />/ I ! R W _
<br />1 1 1 5/8
<br />2" asphalt concrete
<br />AngPLAN VIEW /8 ..
<br />Finished grade
<br />le
<br />Patterson
<br />Stop
<br />oh- Variable
<br />Service Line
<br />3/4" fvlin. Size / \r
<br />\ frame I Concrete Thrust I r\ 9 ,
<br />ArchitectureVa1ve box and lid
<br />refer to Standard Drowing Q Block _
<br />No.<v Break -off . 3 ✓ • y y ' /1\ Planning
<br />1 Connection ; 1 ; join; I 1 N 8 :- r'
<br />t\ Adaptor - 5/8" x 36" Rebar with 2" above ground Ilne `` `` FOR OFF JTRET Interior Architecture
<br />` PLAN CHRISTY G-8- or e uol I
<br />
<br />Corp 2 hose clamps 11' apart I
<br />Stop - 4
<br />i _L.- / valve box L A I N
<br />24" min conver below bottom ' ' :`'' ` /-Sdewaik Concrete base to be'
<br />of ditch it an Water main i 2' x 4' concrete _ Mork "vJ at me local on 3U. j I Extensions around valve box.
<br />Ser✓i<,e clamp (' y) -- ' _i_ -- One Market Plaza
<br />_ Concrete base not
<br />Double Stror ap) - e I anchor block — i \ i/?rr\ ,'. '. ,' \r_tg min necessary when Spear Street Tower
<br />----- — -- — — --- --- --- -- -- _ _ax
<br />valve box is ,orated Suite 400
<br />,/ , -Z` In bock of sidewolk.
<br />Conc. thrust block -- -- 2- Threaded Cop San F ra n c i s c o
<br />NOTES: I #5 rebcr top and bottom - -
<br />- !j 1 Cost ran cop topped 2"-- ♦ i 2" Gale. iron Riser CA 94105,
<br />•
<br />1 Service line material shall be type k copper, polyethylene Conc. thrust
<br />or polybutylene plastic. block \ti LDConcrete or PVC pipe
<br />2. Plastic pipe up to 1 1/4" I.D. service shall be ultra high Flanged by ring-tite adaptor D cut to rt (to" ..d min 415 227-0100
<br />molecular weight (UHMW) Polyethiene as manufactured by (as required)
<br />"Driscopipe" Orangeburg or approved equal with minimum r er 2" Galy iron 90 elbow
<br />pressure rating of 160 psi. 6" flanged or .flanged by \ v T • '
<br /> % , •., - ' NOTES:
<br />3. Plastic pipe for 2" I.D. service shall be PB 2110 ring-tite gate valve ;r 2" Bronze gate vnive
<br />Polybutylene or approved equal with minimum pressure 2" threaded goiv
<br /> with non -rising stern Architect,AlA
<br />ratlnq of 160 psi. Tifcb No- 11 tee or equal iron nipple -24.. j
<br />4. Corporation stop shall hove corporation cock threads. NOTES: max. length Vii`✓ sro l with 2" op or approved
<br />5. Angle stop shall have swivel nut and lock wings. equal with 2" operating nut 1 Valve box and lid shall TT Christy No. G-5,
<br />g P 1. Fire hydrants shall be placed with pumper outlet facing directly towards
<br />12 Brooks No. I R T or 4 -TT, or equal. Tech. Checked Tech. —
<br />6. Angle stop shall be vertically plumbed. the street.
<br />h.
<br />7. Size of service line shall be as required by the County. 2. All lids and grade rings shall have Coord. Arc
<br />8. Mueller Icer service
<br />nfittin s shall conform to ASTM 2. Fire hydrants shall be clean and free of concrete. NOTE: SECTION machined seating surfaces
<br />g 3. Fire h drants to be American Darling model B 628, Lon Beach model 61'5, 3. Extensions shalt be as manufactured for the
<br />designation D 2239. y g .. g For temporary blow -off use some concrete blocking but omit reinforcing bars valve box supplied or pipe of correct size can RUTHERFORD dC CHEKENE
<br />9. Meter Scholl be Precision Meter Inc. model PPM 5/8"x3/4" James Jones J-4060, Dresser M & H style 929 reliant", Mueller Centurion
<br />with attachment connector spuds or "Modern Centurion", or approved equal with (2)2 1/2" & (1)4" outlets. be used.
<br />10. Lockable corporation cock will precede the meter and entire Dry barrel in the Stockton area: (2)2 1/2" & (1)4 1/2" wet barrel in other an Second St. Suite 800 N.
<br />S
<br />setup will be In the confines of the water box. areas as approved by the fire chief. San Francisco, CA 94107
<br />4. All hydrants shall be painted OSHA safety yellow or as approved by the
<br />36 WATER METER 26 FIRE HYDRANT
<br />. 1 6 2" BLOW OFF 6 VALVE BOX - Structural Engineer
<br />GUTTMANN do MacRITCHIE
<br />r
<br />1 I 631 Howard Street, Suite 500
<br />T H R U S T B L 0 DETAILS
<br />C 1 t E TA I L S Y ''I t~ 1" San Francisco, CA 94105
<br />1" 8 1/2 Mechanical Engineer
<br />I 145° Max - _ -____
<br />THE ENGINEERING ENTERPRISE
<br />m CONTINUOUS PLN VIEW 1305 Marina Village Parkway
<br />m - m PIANO Alameda, CA 94501
<br />HINGE PEDESTAL, SEE
<br />I - 12" — SPECIFICATIONS
<br />r Gf9GrrEX wir>'v i6. / ..31 " irlR oX - S 6 .
<br />"A" A' i ' 3/8" COPPER TUBE Electrical Engineer
<br />A
<br />-__ r.— —
<br />Min. GOOSENECK, SAMPLING
<br /> I
<br />DOOR POINT
<br /> _ _ KJELDSEN-SINNOCK c ASSOCIATES. INC.
<br />BEND TEE OUTLET DEAD END TYPICAL SECTION r E 3/8" H.D. BRASS SHUT-OFF
<br />1113 West Fremont Street
<br />I
<br />THRU VALVE (THREAD X THREAD) ' ' Stockton, CA 95203
<br />THRUST BLOCK `N
<br /> I - - ------ - - -'► Civil Engineer
<br />PADLOCKABLE DRAW I ATCH
<br />( 1 _
<br />i. TTI
<br />Approvals
<br />( SPACE OF PRESSURE ' 1 ¢~ r✓rc rs srF. , r N
<br />43" _ 1
<br />-
<br />c yyr RECORDER I SE6 sc . r ,OrrvS>'
<br /> i , nrHERS
<br />i
<br />• 3/8" H.D. BRASS SHUT-OFF I
<br />VALVE (THREAD X THREAD) II
<br />3/8"11
<br />1
<br />BRASS
<br />PIPE
<br />3/8" GATE VALVE - Q r- •JE I
<br />IN WATER SERVICE
<br />3/8" COUPLING BOX
<br />NOTES: ,—. LL
<br />6" CONCRETE PAD = r _ _ _
<br />Revisions
<br />1. All thrust blocks shall be poured
<br />against undisturbed soil an
<br />be Class "B" Concrete. COPPER TUBE CONNECT TO MAIN WITH
<br />d shall 3/8" TYPE K ,
<br />2. Thrust block dimensions ,were / Na ate
<br />calculated l to allow a soil 3/4" CORP. STOP AND J
<br />bearing value of 1,000 pounds 3/4' X 3/8" REDUCER
<br />90% REVIEW 23 --MAR_ 9
<br />per square foot.
<br />28
<br />WATER STUB FOR FUTURE 18 WATER SYSTEM SAMPLING STATION 8 IRRIGATION SYSTEM CONNECTION
<br />38 THRUST BLOCK
<br />SAN JOAQUIN
<br />GENERAL HOSPITAL
<br />REPLACEMENT PROJECT,
<br />PHASE 1A
<br />WATER
<br />DETAILS
<br />Scale:
<br />Project No. Drawing No.
<br />' 53000.09
<br />C 1.64
<br />Date
<br />0 30 20 10
<br />4
<br />t
<br />THRUST
<br />BLOCK DIMENSIONS
<br />FITTINGS
<br />i "A" 1.
<br />B„ 1 FITTINGS
<br />I A
<br />I B
<br />6 LINE
<br />10" LINE, y
<br />22 1/2
<br />1'-6"
<br />_
<br />1'-6"
<br />3'-0"
<br />_
<br />45
<br />2'-0"
<br />2'-0" _
<br />4'_0
<br />3'-0"
<br />-- 90
<br />3'-0"
<br />2'-6"
<br />5'-6•
<br />4,-0"
<br />- - TEE OUTLET
<br />3'-C)"
<br />2- a" _-
<br />-- 4'-0"
<br />— DEAD END
<br />3,-0„
<br />2--0"
<br />Tl 4'-0,.
<br />4,-0"
<br />8 LINE
<br />12" UNE
<br />22 1/2
<br />I_ 2'-0" 1
<br />_
<br />2'-0"---
<br />-0'
<br />1 3•-0.,
<br />45
<br />3'-0„
<br />2-6- --
<br />4'-6'
<br />4,-0..
<br />90
<br />4'-0"
<br />3'-6"
<br />8'-0"
<br />4'-0"
<br />TEE OUTLET
<br />3'-6"
<br />3'-0"
<br />5'-6"
<br />4'-0"
<br />DEAD END
<br />3'-6"
<br />3'-0" 1
<br />5'-6"
<br />I 4'-0"
<br />( 1 _
<br />i. TTI
<br />Approvals
<br />( SPACE OF PRESSURE ' 1 ¢~ r✓rc rs srF. , r N
<br />43" _ 1
<br />-
<br />c yyr RECORDER I SE6 sc . r ,OrrvS>'
<br /> i , nrHERS
<br />i
<br />• 3/8" H.D. BRASS SHUT-OFF I
<br />VALVE (THREAD X THREAD) II
<br />3/8"11
<br />1
<br />BRASS
<br />PIPE
<br />3/8" GATE VALVE - Q r- •JE I
<br />IN WATER SERVICE
<br />3/8" COUPLING BOX
<br />NOTES: ,—. LL
<br />6" CONCRETE PAD = r _ _ _
<br />Revisions
<br />1. All thrust blocks shall be poured
<br />against undisturbed soil an
<br />be Class "B" Concrete. COPPER TUBE CONNECT TO MAIN WITH
<br />d shall 3/8" TYPE K ,
<br />2. Thrust block dimensions ,were / Na ate
<br />calculated l to allow a soil 3/4" CORP. STOP AND J
<br />bearing value of 1,000 pounds 3/4' X 3/8" REDUCER
<br />90% REVIEW 23 --MAR_ 9
<br />per square foot.
<br />28
<br />WATER STUB FOR FUTURE 18 WATER SYSTEM SAMPLING STATION 8 IRRIGATION SYSTEM CONNECTION
<br />38 THRUST BLOCK
<br />SAN JOAQUIN
<br />GENERAL HOSPITAL
<br />REPLACEMENT PROJECT,
<br />PHASE 1A
<br />WATER
<br />DETAILS
<br />Scale:
<br />Project No. Drawing No.
<br />' 53000.09
<br />C 1.64
<br />Date
<br />0 30 20 10
<br />4
<br />t
<br />
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