|
Street R/W
<br />Metal lid on
<br />all meter boxes
<br />Christy C-20
<br />Exist. Ground lid, or equal \
<br />Bottom of Ditch Christy 812 box, Of
<br />(if any) boxequal meter
<br />Meter
<br />eN Angle
<br />Stop
<br />0
<br />M Service Line
<br />3/4" Min. Size
<br />( Connection
<br />Corporation Adaptor 5/8" 0 x 36" Rebar with
<br />Stop 2 hose clamps 12" apart
<br />24" min conver below bottom
<br />Service Clamp of ditch (if any)
<br />1 or larger
<br />ouble Strap)
<br />NOTES:
<br />1. Service line material shall be type k copper, polyethylene
<br />or polybutylene pplastic.
<br />2. Plastic pipe up to 1 1/4" I.D. service shall be ultra high
<br />molecular weight (UHMW) Polyethlene as manufactured by
<br />"Driscopipe", Orangeburg or approved equal with minimum
<br />pressure rating of l60 psi.
<br />3. Plastic pipe for 2" I.D. service shall be PB 2110
<br />Polybutylene or approved equal with minimum pressure
<br />rating of 160 psi.
<br />4. Corporation stop shall have corporation cock threads.
<br />5. Angle stop shall have swivel nut and lock wings.
<br />6. Angle stop shall be vertically plumbed.
<br />7. Size of service line shall be as required by the County.
<br />8. Mueller Insta-tite fittings shall conform to ASTM
<br />designation D 2239.
<br />9. Meter shall be Precision Meter Inc. model PPM 5/8"x3/4"
<br />with attachment connector spuds
<br />10. Lockable corporation cock will precede the meter and entire
<br />setup will be in the confines of the water box.
<br />11. Non metallic services shall have a No. 10 gauge solid, bare,
<br />soft drawn copper wire laid along the service line, and accessible
<br />in the meter box.
<br />na 1 y 1 1 Mwev4a by
<br />WATER SERVICE
<br />y JLD
<br />by COUNTY OF SAN JOAQUIN Dele SEPT. 1991
<br />=e+• None asamear a MUC raw are,lea x.. W - 1
<br />Line Post
<br />END
<br />AND CORNER
<br />POST
<br />ASSEMBLY
<br />2'-6"
<br />for fabric less than 60" high
<br />3'-0"
<br />for fabric 60"and over
<br />F oflzonteelbg".e rods
<br />//ate" watt cats poet 8' max
<br />aata aanel
<br />Concrete
<br />Type CL -4=48"
<br />Type CL -6=72"
<br />3'-a' at gate poet
<br />P.0 Concrete lit
<br />D' -�
<br />Er
<br />r. --
<br />Not less than 3 times max. cross
<br />section of post with min. of 8"
<br />2'-6" for fabric less than 60" high
<br />3'-(r for fabric 60"and over
<br />10'
<br />Fabric on
<br />outside of
<br />fence
<br />Curb, gutter, and Edge of
<br />sidewalk pavement
<br />pavement
<br />12" Ij 1 z l T
<br />I
<br />I I 18"
<br />I 46
<br />Blue Reflective Pavement Marker
<br />PLAN VIEW R/W
<br />Variable 1'
<br />Break -off
<br />check valve or
<br />Valve box, frame and lid joint as req'd.
<br />refer to Standard Drawing by director
<br />No. W-4.
<br />Z" above ground line ID
<br />Flanged by ring-tite adaptor
<br />(as required)
<br />Water main
<br />2' x 4' concrete
<br />anchor block
<br />Conc. thrust block
<br />refer to Standard 1
<br />Conc. thrust Drawing No. IN
<br />block refer to 6" flanged or flanged by
<br />Standard Drawingring-tite gate valve
<br />No. W-5.
<br />Tifco No. 11 tee or equal
<br />NOTES:
<br />1. Fire hydrants shall be placed with pumper outlet facing directly towards
<br />the street.
<br />2. Fire hydrants shall be clean and free of concrete.
<br />3. Fire hydrants to be American Darling model B -62B, Loiwq Beach model 615,
<br />James Jones J-4060, Dresser M & H style 929 "reliant , Mueller "Centurion"
<br />or "Modern Centurion", or approved equal with (2)2 1/2" & (1)4" outlets.
<br />Dry barrel in the Stockton area; (2)2 1/2" & (1)4 1/2" wet barrel in other
<br />areas as approved by the fire chief.
<br />4. All hydrants shall be painted OSHA safety yellow or as approved by the
<br />fire district.
<br />5. Break off check valve, Long Beach Iron Works, model LB 400, or
<br />approved equal
<br />x.. rxrbe M we... by
<br />FIRE HYDRANT
<br />pee by JLD
<br />by COUNTY OF SAN JOAQUIN ow SEPT. 1991
<br />rx+e NONE DO UP" OF nnuc rasa a,velr w• W _ 2
<br />Brace to be removed after all
<br />other fence consturction is
<br />completed unless otherwise
<br />directed by the Engineer
<br />Line post
<br />Brace
<br />Tmss
<br />rods
<br />itell
<br />Line posts of 1000' max. intervals
<br />braced and trussed in both directions
<br />except that this bracing and trussing
<br />may be omtted when the fabric is
<br />stretched by equipment
<br />P/L
<br />P/L
<br />6 or as specified
<br />or shown on
<br />detail plans
<br />(See note below)
<br />Facility
<br />NOTE: Offset to be 2'-0" at monument locations
<br />measured at ft angles to R/W lines.
<br />Taper to achieve offset to be at least 20' long.
<br />FENCE LOCATION
<br />'
<br />S
<br />LLJ
<br />NO.
<br />DESCRIPTION
<br />GUUN I r At'PKUVAL
<br />Weight
<br />PLOT DATE: 01/11/95
<br />SCALE
<br />NOT TO SCALE
<br />APPROVED BY.
<br />DATE
<br />Fence
<br />Up thru 6'
<br />2 1/2
<br />4.95
<br />PLOT TIME: 15:30
<br />Over 6'thru 12'
<br />4"
<br />10.79
<br />22 1/2
<br />Height
<br />Round
<br />(ID)
<br />H
<br />and
<br />FILE: 93002\DETAILt
<br />SURVEY
<br />PLANS: F.B.: _
<br />PROFILE: F.B.: _
<br />Round
<br />(ID)
<br />Lessthra
<br />18'
<br />S"
<br />14.62
<br />90
<br />Over 18'to
<br />6 "
<br />CHECKED: ❑ Roger D. Rumph
<br />24' Max.
<br />TEE OUTLET
<br />'-0"
<br />FOR ALL STREET
<br />LOCATIONS -
<br />2" asphalt concrete -
<br />IN
<br />Extensions
<br />Cast iron lid (all locations)
<br />eu
<br />Rattle -proof, machined
<br />seating surface
<br />-14 114--Er-
<br />518"
<br />/4 6"-5/8"
<br />11 1/8" Finished grade
<br />20)
<br />c
<br />E
<br />N
<br />NOTES:
<br />1. Valve box and lid shall be Christy No. G-5,
<br />Brooks No. I R T or 4 -TT, or equal.
<br />2. All lids and grade rings shall have
<br />machined seating surfaces.
<br />3. Extensions shall be as manufactured for the
<br />valve box supplied or pipe of correct size can
<br />be used.
<br />N
<br />FOR OFF STREET
<br />LOCATIONS
<br />Concrete base to be
<br />around valve box.
<br />Concrete base not
<br />necessary when
<br />valve box is located
<br />in back of sidewalk.
<br />VALVE BOX •Wee
<br />a.e y JLD
<br />"ie4i° by COUNTY OF SAN JOAQUIN oee SEPT. 1991
<br />aerie NONE aewm`e"r of ruwro rclw aa,+s re. W - 4
<br />GATE POST
<br />Fence
<br />Gate
<br />Nominal
<br />Weight
<br />Height
<br />Width
<br />I.D.
<br />per Foot
<br />Fence
<br />Up thru 6'
<br />2 1/2
<br />4.95
<br />6'-0"
<br />Over 6'thru 12'
<br />4"
<br />10.79
<br />22 1/2
<br />Height
<br />Round
<br />(ID)
<br />H
<br />and
<br />Over 12'
<br />Roll Formed
<br />Round
<br />(ID)
<br />Lessthra
<br />18'
<br />S"
<br />14.62
<br />90
<br />Over 18'to
<br />6 "
<br />18.97
<br />24' Max.
<br />TEE OUTLET
<br />'-0"
<br />2,-cr4'-
<br />Up thru 6'
<br />3"
<br />7.58
<br />Over
<br />less
<br />1 1/2 •
<br />1 )/a x1 a/a
<br />1 )/e x1 a/a
<br />S
<br />J 1/1 a 1/2
<br />2 x 1 3/4
<br />6"
<br />Over 6'thru 12'
<br />5"
<br />14.62
<br />over
<br />Over 12'
<br />6"
<br />18.97
<br />3' 1
<br />thru 18'
<br />45
<br />3'-O"
<br />2'-6EE
<br />Over 18'to
<br />4'-
<br />2$,55
<br />r
<br />24' Max.
<br />2 1/4 xt J/4
<br />2 1/2 •
<br />NOTE:
<br />Above post dimensions and weights are minimums
<br />Larger sizes may be used on approval of Engineer
<br />O .�
<br />Typical Fabric Mounting Details
<br />TYPICALMEMBER DIMENSIONS
<br />sIONS(See Note )
<br />THRUST
<br />Line Postses
<br />Latch Poste Comer
<br />#4 0 18" O.C.
<br />7-1/4"
<br />I
<br />S-0.015 C' =p,015
<br />FITTINGS
<br />A
<br />-1/4-
<br />Fence
<br />A
<br />T & B
<br />LINE
<br />I
<br />10 LINE
<br />22 1/2
<br />Height
<br />Round
<br />(ID)
<br />H
<br />Roll
<br />roared
<br />Round
<br />(ID)
<br />Roll Formed
<br />Round
<br />(ID)
<br />"
<br />Roll Formed
<br />41-
<br />90
<br />n
<br />Wand
<br />4' -
<br />TEE OUTLET
<br />'-0"
<br />2,-cr4'-
<br />DEAD END
<br />less
<br />1 1/2 •
<br />1 )/a x1 a/a
<br />1 )/e x1 a/a
<br />S
<br />J 1/1 a 1/2
<br />2 x 1 3/4
<br />1 1/4 '
<br />1 1/2 .1 5/16
<br />1a/a x1 1/4
<br />1 3/4 x1 1/
<br />over
<br />'-0" I
<br />2'-
<br />3' 1
<br />3'-
<br />45
<br />3'-O"
<br />2'-6EE
<br />4'-
<br />6.
<br />r
<br />2 1/4 ,Q
<br />2 1/4 xt J/4
<br />2 1/2 •
<br />J 1/2 1a 1/2
<br />2 1/2 ,a 1/1
<br />1 1/4 -
<br />1 1/2 xi a/18
<br />1 a/s x1 1/4
<br />1 3/4 x1 1/
<br />NOTES:
<br />1. The above table shows examples of post and brace sections which may
<br />comply with the Specifications
<br />2. Sections shown in the tables must also comply with the strength
<br />requirements and other provisions of the Specifications
<br />3. Other sections which comply with the strength requirements and other
<br />of the Specifications may be used on approval of the Engineer
<br />4. Options exercised shall be uniform on any one project
<br />5. Dimensions shown are nominal
<br />6. Plastic slats are required when specified on the plans
<br />B.M._DESCRIPTION:
<br />BRASS CAP 1640' WEST OF SOUTH 99
<br />FRONTAGE ROAD, SOUTH SIDE OF FRENCH
<br />CAMP ROAD, MARKED QR -30.7, U.S.G.S.
<br />DATUM
<br />ELEVATION:
<br />28.118'
<br />THRUST BLOCK DETAILS
<br />45' Max.
<br />d�Fe
<br />• I... '7 .: .
<br />C13 n
<br />4 ".4 .= s 1. 4 ...>, a :4 �'4 a ..'
<br />17
<br />Min.
<br />BEND TEE OUTLET DEAD END TYPICAL SECTION
<br />THRU
<br />THRUST BLOCK
<br />NOTES:
<br />1. All khr st bIo ks shall be p ured
<br />agams undls urbed soil an d° shall
<br />be Class "Er Concrete.
<br />2. Thrust blockk di ensions ,were
<br />calculated to a�ow a soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />N.. IM,Yea M MMe+ea y
<br />THRUST BLOCK DETAILS
<br />a..e
<br />by JLD
<br />O."d by COUNTY OF SAN JOAQUIN ow. SEPT. 1991
<br />r^+• NONE avwrrar OF neuo area aero ro. W - 5
<br />Q
<br />I I I I I I
<br />3'-0" 1'-6" d 1'-6" 3'-0"
<br />z'-0 I SCREENED INLET \
<br />----- --I� 24"
<br />I 24" I I t I I I I
<br />MH SLOPE BOTTOM
<br />C I--I--�-c---------- y----I--I_ i
<br />0.015 (TYP.)
<br />"
<br />MH
<br />9-1/4' Q 9_ /4"
<br />24'-0"
<br />PLAN VIEW
<br />!b 18" O.C.
<br />F & B
<br />Jt(_; I IUN U -C
<br />4" DIA. PIPE OPENING
<br />WITH SEALING RING -
<br />SEE SEWER TREATMENT
<br />PLANS FOR LOCATION m
<br />00
<br />NOTES:
<br />- LAP REINFORCEMENT 45 DIAMETERS (TYP.)
<br />- TANK SHALL BE WATERPROOFED INSIDE
<br />AND OUTSIDE WITH A HEAVY COATING OF
<br />COAL TAR EPDXY.
<br />BUFFER TANK @
<br />SANITARY TREATMENT PLANT
<br />NOT TO SCALE
<br />p00EP 0.
<br />1V&
<br />em "Ife'r
<br />CAVIL _.
<br />SHEET
<br />U -�
<br />OF 12
<br />1A"
<br />#6 0 18" O.C.
<br />x
<br />O.C. \
<br />B j
<br />a1�
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />#4 0 18" O.C.
<br />7-1/4"
<br />I
<br />S-0.015 C' =p,015
<br />FITTINGS
<br />A
<br />-1/4-
<br />FITTINGS
<br />A
<br />T & B
<br />LINE
<br />I
<br />10 LINE
<br />22 1/2
<br />1'-6"
<br />11-
<br />-#4 0
<br />3'-
<br />2'-
<br />45
<br />'-0"
<br />'-
<br />#6 0 9" O.C.
<br />41-
<br />3'-
<br />90
<br />3'-0"
<br />-27-r-5'-
<br />4' -
<br />TEE OUTLET
<br />'-0"
<br />2,-cr4'-
<br />DEAD END
<br />3'-0"
<br />2'-0"
<br />4'-O"
<br />4'-0"
<br />LINE
<br />1
<br />LINE
<br />22 1/2
<br />'-0" I
<br />2'-
<br />3' 1
<br />3'-
<br />45
<br />3'-O"
<br />2'-6EE
<br />4'-
<br />4'-
<br />0
<br />4'-O"
<br />3'-6"
<br />8'-0"
<br />4'-0
<br />-TEE OUTLET
<br />3'-6"
<br />Y -O"
<br />5'-
<br />4'-O"
<br />DEAD END
<br />3'-6"
<br />3'-O"
<br />5'-6"
<br />4'-O"
<br />NOTES:
<br />1. All khr st bIo ks shall be p ured
<br />agams undls urbed soil an d° shall
<br />be Class "Er Concrete.
<br />2. Thrust blockk di ensions ,were
<br />calculated to a�ow a soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />N.. IM,Yea M MMe+ea y
<br />THRUST BLOCK DETAILS
<br />a..e
<br />by JLD
<br />O."d by COUNTY OF SAN JOAQUIN ow. SEPT. 1991
<br />r^+• NONE avwrrar OF neuo area aero ro. W - 5
<br />Q
<br />I I I I I I
<br />3'-0" 1'-6" d 1'-6" 3'-0"
<br />z'-0 I SCREENED INLET \
<br />----- --I� 24"
<br />I 24" I I t I I I I
<br />MH SLOPE BOTTOM
<br />C I--I--�-c---------- y----I--I_ i
<br />0.015 (TYP.)
<br />"
<br />MH
<br />9-1/4' Q 9_ /4"
<br />24'-0"
<br />PLAN VIEW
<br />!b 18" O.C.
<br />F & B
<br />Jt(_; I IUN U -C
<br />4" DIA. PIPE OPENING
<br />WITH SEALING RING -
<br />SEE SEWER TREATMENT
<br />PLANS FOR LOCATION m
<br />00
<br />NOTES:
<br />- LAP REINFORCEMENT 45 DIAMETERS (TYP.)
<br />- TANK SHALL BE WATERPROOFED INSIDE
<br />AND OUTSIDE WITH A HEAVY COATING OF
<br />COAL TAR EPDXY.
<br />BUFFER TANK @
<br />SANITARY TREATMENT PLANT
<br />NOT TO SCALE
<br />p00EP 0.
<br />1V&
<br />em "Ife'r
<br />CAVIL _.
<br />SHEET
<br />U -�
<br />OF 12
<br />1A"
<br />#6 0 18" O.C.
<br />x
<br />O.C. \
<br />B j
<br />a1�
<br />#6 0 18" O.C.
<br />SECTION A -A
<br />1/4"
<br />STD. CAST IRON
<br />MANHOLE FRAME
<br />r,
<br />AND COVER (TYP.)
<br />2-5.7
<br />3" CLR
<br />TYP.
<br />9-1/4"
<br />#6 0 9" O.C.
<br />5=0.015 r015
<br />#4 0 18" O.C.
<br />7-1/4"
<br />I
<br />S-0.015 C' =p,015
<br />V#4 0 18" O.C.
<br />-1/4-
<br />#6 0 18" O.C.
<br />SECTION A -A
<br />1/4"
<br />STD. CAST IRON
<br />MANHOLE FRAME
<br />r,
<br />AND COVER (TYP.)
<br />2-5.7
<br />SECTION B -B
<br />#4 0 18" O.C.
<br />T & B
<br />ASSOCIATES, INC.
<br />�► P.O.Box see
<br />San Andreas, Ca. 95249
<br />it
<br />Ph. (209) 754-3588
<br />FRENCH CAMP GOLF & R. V. PARK
<br />UTILITIES & FENCING DETAILS
<br />% DATE:
<br />RCE NO: 12741
<br />1 61�#6
<br />V#4 0 18" O.C.
<br />-1/4-
<br />�
<br />0 9" O.C.
<br />T & B
<br />I
<br />T & B
<br />N
<br />9-1/4-
<br />-#4 0
<br />18" O.C.
<br />#s®s"O.C.
<br />1#6
<br />0 9" O.C.
<br />#6 0 9" O.C.
<br />1-1/2" CHAMFER
<br />T & B
<br />TYP. ALL
<br />ACORNERS
<br />S=0.015
<br />SECTION B -B
<br />#4 0 18" O.C.
<br />T & B
<br />ASSOCIATES, INC.
<br />�► P.O.Box see
<br />San Andreas, Ca. 95249
<br />it
<br />Ph. (209) 754-3588
<br />FRENCH CAMP GOLF & R. V. PARK
<br />UTILITIES & FENCING DETAILS
<br />% DATE:
<br />RCE NO: 12741
<br />
|