|
N
<br />- 1'-0' 2'-0'
<br />r 3'
<br />1 1/2'
<br />i
<br />ROLL TYPE
<br />CURB & GUTTER
<br />7'-6'
<br />4'-6'
<br />SCORE MARK IF MONOLITHIC POUR
<br />4'
<br />SLOPE 1/4" pER FOOT
<br />6
<br />t TYP.
<br />\1 16'
<br />- 2'-0'
<br />3' 2-
<br />1 1/2'
<br />1 1/2" x 3 1/2" KEY,
<br />UNLESS POURED MONOLITHIC
<br />ROLL TYPE CURB,
<br />GUTTER & SIDEWALK
<br />❑1 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED
<br />ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS.
<br />REVISION DATE COUNTY WIDE IMPROVEMENT STANDARDS APPROVED BY
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOAQUIN
<br />O Q IN COUNTY DATEROLL CURB, SAR 01'I'LIBLIC
<br />2/8/93
<br />GUTTER & SIDEWALK IMPROVEMENT
<br />CW-C6
<br />STANDARD
<br />1 r-4" Wire mesh _w�
<br />SECTION A—A I
<br />Wire mesh I
<br />I I
<br />SECTION B—B-1 r�6" I a
<br />B-1 A7
<br />- - - - - - - - - - - -- I 6"-1
<br />CIII construct cut-off ))1 -- I FRONT VIEW
<br />walI
<br />around the. - I }
<br />I entire perimeter I I J W
<br />/ Toe of
<br />L / channel slope
<br />-
<br />----- -----------
<br />BTOP VIEW A,] 6"
<br />V-6"
<br />Miter cut pipe mill-
<br />to
<br />illto fit flush /
<br />with slope
<br />Match channel side slope2' L
<br />/
<br />FT6'-0" / Wire mesh
<br />oe of channel /
<br />Slope / H = 6'-0" minimum
<br />/ H = 2 x pipe die. (3' to 6')
<br />T NOTE: 1. Use class "B" concrete or
<br />2' min. 6, ggrouted cobbles as specified.
<br />2. 6x6x10 ga. wire mesh
<br />SECTION C -C throughout concrete
<br />EROSION CONTROL Awa
<br />PIPE DISCHARGE
<br />COUNTY OF SAN JOAQUIN 0e1i JUNE 1997
<br />ov9-toe a nw,c wails d..M ec D — 22
<br />REVISIONS
<br />DATE I BY
<br />1/2"
<br />MACHINED
<br />SEATING
<br />SURFACES
<br />1 1/2 6" +{� 1/4"
<br />DIAMETER I
<br />SECTION A—A
<br />NOTES:
<br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON
<br />CONFORMING TO ASTM A -48 -CLASS 30.
<br />2. FRAME AND COVER SHALL BE HS20-44 RATED.
<br />3. FRAME SHALL WEIGH APPROX. 22 LBS.
<br />COVER SHALL WEIGH APPROX. 7 LBS.
<br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL
<br />CONFORMING TO A.W.W.A. C203.
<br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER.
<br />DATE COUNTYWIDE IMPROVFMFNT STANf)ARnc APPROVFn
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOAQUIN COUNTY DATE
<br />SURVEY MONUMENT 1R! a<l,j9ucw 4/13/95
<br />FRAME & COVER IMPROVEMENT
<br />STANDARD NO CW -M1
<br />Riser pipe
<br />Valve
<br />box
<br />--....J #10 AWG, single strand, soft drawn �
<br />copper wire; bare along pipe, 4/64" See
<br />Wire not polyvinyl chloride insulation outside detail
<br />required O of valve riser pipe and into the below
<br />between valve box
<br />these valves
<br />if within ,D'
<br />of tee VALVE DETAIL
<br />5'
<br />�-^2-1/2' TYP. �-
<br />TOP OF CURB
<br />FLOWLINE aa000b
<br />OF GUTTER JONTNSION 2'-0°
<br />EXPANSION Q O 0 D
<br />JOINT
<br />PLAN LIP OF GUTTER
<br />CURB & GUTTER INSTALLATION
<br />PAVING OR 1
<br />CONCRETE COLLAR
<br />"
<br />d
<br />d I 2'-0" MIN.
<br />© 5' MAX.
<br />I >I
<br />'I
<br />I 12" DIA.
<br />I� MIN. 5=0.01 FT/FT MIN.
<br />I 6^
<br />1�
<br />3"
<br />CLASS -B -/TYPICAL SECTION
<br />NOTES CONCRNCR ETE
<br />El GRATE AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD NO. CW -M7.
<br />Q 18" PIPE BARREL SHALL BE CLASS III R.C.P., OR CLASS 2 NON -REINFORCED
<br />CONCRETE PIPE AS A MINIMUM.
<br />3. CATCH BASIN MAY BE USED WHERE APPROVED BY THE AGENCY.
<br />CATCH BASIN ASSY TO BE SET 1-1/2" BELOW FLOWLINE OF GUTTER.
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED re
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOAQUIN COUNTY DATE
<br />18" STORM DRAIN DREmaRa<""Ce0PM5 UNE1"r
<br />INLET CATCHBASIN IMPROVEMENT CW—D14
<br />STANDARD NO.
<br />bolts
<br />Code Type NR
<br />UC4t,0,S4,1)
<br />SPLICE DETAIL
<br />I
<br />Reflective Sheeting
<br />sc^ E VERT.:
<br />Splice runs together SEE
<br />LCSD DETAIL W-9
<br />j
<br />treated
<br />CENTER
<br />keep clear of fitting
<br />surfaced
<br />Code Type NR
<br />(24" x 24">
<br />FOR TYPE
<br />Reflectors symmetrically
<br />placed 12 f O.C.
<br />2"x8" select rade
<br />9
<br />Douglas Fir surfaced
<br />TYPICAL
<br />N
<br />LAYOUT
<br />6"x6" dens,
<br />structural c
<br />Redwood, tl
<br />NOTES:
<br />WATER
<br />1) Wire to be continuous between valve boxes,
<br />except as noted.
<br />NOTES:
<br />2) Bore wire not to
<br />touch valves or fittings.
<br />3 Locating wire to
<br />be laid at bottom of trench,
<br />next to pipe.
<br />Assembly Contact: S.J. County
<br />1. Barricades to be as wide as street R/W
<br />HYDRANT 'T"
<br />a
<br />LOCATOR WIRE
<br />2. Barricades" to be painted white using 2
<br />_�
<br />list of vendors. (TYP.)
<br />coats of Exterior
<br />INSTALLATION
<br />TYPE
<br />"B"
<br />Enamel" over a
<br />a
<br />w, JLD
<br />bj
<br />COUNTY OF SAN JOAQUIN
<br />ow SEPT. 1991
<br />BARRICADES
<br />�w NONE
<br />oVNmsxr o' ruse eases
<br />os
<br />�°� s! by_
<br />5'
<br />�-^2-1/2' TYP. �-
<br />TOP OF CURB
<br />FLOWLINE aa000b
<br />OF GUTTER JONTNSION 2'-0°
<br />EXPANSION Q O 0 D
<br />JOINT
<br />PLAN LIP OF GUTTER
<br />CURB & GUTTER INSTALLATION
<br />PAVING OR 1
<br />CONCRETE COLLAR
<br />"
<br />d
<br />d I 2'-0" MIN.
<br />© 5' MAX.
<br />I >I
<br />'I
<br />I 12" DIA.
<br />I� MIN. 5=0.01 FT/FT MIN.
<br />I 6^
<br />1�
<br />3"
<br />CLASS -B -/TYPICAL SECTION
<br />NOTES CONCRNCR ETE
<br />El GRATE AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD NO. CW -M7.
<br />Q 18" PIPE BARREL SHALL BE CLASS III R.C.P., OR CLASS 2 NON -REINFORCED
<br />CONCRETE PIPE AS A MINIMUM.
<br />3. CATCH BASIN MAY BE USED WHERE APPROVED BY THE AGENCY.
<br />CATCH BASIN ASSY TO BE SET 1-1/2" BELOW FLOWLINE OF GUTTER.
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED re
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOAQUIN COUNTY DATE
<br />18" STORM DRAIN DREmaRa<""Ce0PM5 UNE1"r
<br />INLET CATCHBASIN IMPROVEMENT CW—D14
<br />STANDARD NO.
<br />bolts
<br />Code Type NR
<br />Lvenly Spaced
<br />TYPE "A"
<br />Reflective Sign -Calif. Hwy.
<br />Code W31, 30" Size
<br />Center on Barricade.
<br />Sign -California Highway
<br />24" x 24") at end
<br />I
<br />I
<br />UC4t,0,S4,1)
<br />1'
<br />I
<br />Reflective Sheeting
<br />sc^ E VERT.:
<br />sated
<br />:�'
<br />j
<br />treated
<br />CENTER
<br />1j
<br />surfaced
<br />Code Type NR
<br />(24" x 24">
<br />FOR TYPE
<br />Reflectors symmetrically
<br />placed 12 f O.C.
<br />2"x8" select rade
<br />9
<br />Douglas Fir surfaced
<br />"'
<br />N
<br />7
<br />6"x6" dens,
<br />structural c
<br />Redwood, tl
<br />FLAPPER STYLE
<br />WATER
<br />four sides.
<br />12' Max.
<br />Hemlock or
<br />Douglas Fir
<br />four sides.
<br />Lvenly Spaced
<br />TYPE "A"
<br />Reflective Sign -Calif. Hwy.
<br />Code W31, 30" Size
<br />Center on Barricade.
<br />Sign -California Highway
<br />24" x 24") at end
<br />I
<br />I
<br />E v IN D
<br />or I Reflective Sheeting
<br />Sign -Calif
<br />®Hwy Code W31
<br />(30" x 30")
<br />UC4t,0,S4,1)
<br />-{o
<br />rade
<br />Reflective Sheeting
<br />sc^ E VERT.:
<br />sated
<br />:�'
<br />j
<br />treated
<br />CENTER
<br />1j
<br />surfaced
<br />Code Type NR
<br />(24" x 24">
<br />FOR TYPE
<br />a
<br />"'
<br />`a
<br />7
<br />VALVE BOX
<br />FLAPPER STYLE
<br />E v IN D
<br />or I Reflective Sheeting
<br />Sign -Calif
<br />®Hwy Code W31
<br />(30" x 30")
<br />JOB N0. : 010778P2
<br />UC4t,0,S4,1)
<br />-{o
<br />DATESCALE
<br />Reflective Sheeting
<br />sc^ E VERT.:
<br />DRAWN :
<br />:�'
<br />j
<br />Sign -Calif Hwy
<br />CENTER
<br />REFLECTOR
<br />a "
<br />a
<br />Code Type NR
<br />(24" x 24">
<br />FOR TYPE
<br />"A" BARRICADE
<br />"'
<br />7
<br />VALVE BOX
<br />FLAPPER STYLE
<br />WATER
<br />2" X 2" Square Perforated Steel
<br />NOTES:
<br />4"CLEARANCE
<br />Tubing w/Penetrator Anchor
<br />N
<br />Assembly Contact: S.J. County
<br />1. Barricades to be as wide as street R/W
<br />HYDRANT 'T"
<br />a
<br />Trof is Maintenance Division
<br />(209) 468-3088 for approved
<br />2. Barricades" to be painted white using 2
<br />_�
<br />list of vendors. (TYP.)
<br />coats of Exterior
<br />Alkyd Resin Hi -Gloss
<br />TYPE
<br />"B"
<br />Enamel" over a
<br />compatible primer.
<br />Cul -de -Sac
<br />only
<br />PD
<br />BARRICADES
<br />FOR
<br />os
<br />�°� s! by_
<br />N
<br />res.
<br />No.I99e
<br />vo
<br />CONCRETE
<br />P Na.�
<br />M
<br />TERMINATING
<br />STREETS
<br />a^ a JLD
<br />SECTION
<br />tender of P.W
<br />BLOCK
<br />b
<br />COUNTY OF SAN
<br />JOAQUIN
<br />pale JUNE 1997
<br />SEAL:
<br />�.
<br />oorAsrwa a r=a,c as
<br />s
<br />onwx,9 No. R-24
<br />JOB N0. : 010778P2
<br />UC4t,0,S4,1)
<br />EARNEST F. SMITH -CIVIL ENGINEER
<br />WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523
<br />LODI, CALIFORNIA 95240 FAX (209) 334-2611
<br />DATE: 7-: 1 osDESIGN
<br />�• R.C.E. NO.: 15372
<br />E. F. SMITH, DESIGN ENGINEER EXP, DATE: 3-31-07
<br />DATESCALE
<br />HORIZ.221
<br />sc^ E VERT.:
<br />DRAWN :
<br />:�'
<br />CHECK :
<br />HYDRANT
<br />- PUMPER OUTLET FACING STREET
<br />16 MIN.
<br />2" MIN.
<br />20" MAX.
<br />4" MAX.
<br />7
<br />A
<br />8
<br />STANDARD
<br />VALVE BOX
<br />FLAPPER STYLE
<br />WATER
<br />SHUT OFF
<br />4"CLEARANCE
<br />MECHANICAL
<br />JOINT
<br />HYDRANT 'T"
<br />o
<br />�I
<br />THRUST BLOCK
<br />CONCRETE
<br />BLOCK
<br />THRUST
<br />SECTION
<br />GATE VALVE
<br />BLOCK
<br />NOTES:
<br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY.
<br />USE WET BARREL CLOW 615 OR LONG BEACH 960.
<br />2. SEE STANDARDS FOR LOCATION OF HYDRANT.
<br />3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE.
<br />4. HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS.
<br />55 6" DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.)
<br />6 FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />07 BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT
<br />CONNECTION TO HYDRANT, FLAPPER VALVE TO BE INSTALLED BELOW HYDRANT.
<br />® EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />REVISEDCOU
<br />Nov. 2003 i DBYBS
<br />INTY OF SAN JOAQI
<br />FIRE HYDRANT
<br />ASSEMBLY
<br />sidearm K wusuc WORDS JANE 199
<br />IMPROVEMENT CW -W18
<br />STANDARD N0.
<br />NOTES:
<br />See Note 7 ,. One street sign is required
<br />2"
<br />U1 at each intersection.
<br />T
<br />YP• 2. Block numbers are to be acquired
<br />from the San Joaquin County
<br />MAIN ST Community Developement Department.
<br />`o a 3. See improvement plans for
<br />100 E location of traffic control devices.
<br />4. The length of the street sign
<br />1/2" R (typ) `N = varies due to the length of
<br />n ao the street name.
<br />5. See Standard Drawing No. R-23 for
<br />proposed sidewalk sign locations.
<br />TYPICAL STREET SIGN 6. Stop signs shall be 30" for urban
<br />areas and for internal subdivision
<br />May be installed streets; 36" for rural areas and
<br />on SW -42 sign for streets which intersect County
<br />See Note 7 roadways, also to be preceded by
<br />a W17, 36" stop ahead sign with
<br />ST appropriate pavement markings.
<br />MAIN 100 E 7. Use the following for terminal streets
<br />less than 300 feet in length:
<br />Black symbol on
<br />2' clear to yellow background
<br />TOP
<br />0 7R
<br />edge e E
<br />pavement
<br />v
<br />D'amond Crude '�-6.W"�f
<br />Sheeting Edge of pavement
<br />or back of dike
<br />*3'-6" (4'-6") 6' rural sign location
<br />to ed e of T urban
<br />9 pavement a
<br />2' clear
<br />14a 2�°g ."teT 1 STOP AND STREET SIGN
<br />2" x 2 Squors PeAorated
<br />Steel Tubing w/Penetrator Anchor Assembly LOCATION DETAIL
<br />Contact: S.J. County TraH•ro Maintenance
<br />Division (209) 468-3088 for approved list of vendors. (typ.) * In URBAN Locations
<br />3'-6" or more to face of post
<br />TYPICAL STOP AND STREET
<br />SIGN INSTALLATION In RURAL Locations
<br />4'-6" or more to face of post
<br />Na. Revised my Appmed M
<br />Awe 1997 1 n STANDARD STREET
<br />""°" 20031MSIGN DETAILS
<br />"^^ by JILD LD
<br />dvtlas w COUNTY OF SAN JOAQUIN aste JUNE 1997
<br />e.r NONE 00"MMEW or w wows awsei" No. R-25
<br />ELM STREET
<br />STREET IMPROVEMENTS
<br />SAN JOAQUIN COUNTY TYPICAL DETAILS
<br />SHEET
<br />2
<br />OF 9
<br />FILE NO. 010776P2
<br />
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